STATE OF NEW JERSEY BOARD OF PUBLIC UTILITIES : : : : : : : TO THE HONORABLE COMMISSIONERS OF THE BOARD OF PUBLIC UTILITIES:

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2 STATE OF NEW JERSEY BOARD OF PUBLIC UTILITIES IN THE MATTER OF THE PETITION OF NEW JERSEY-AMERICAN WATER COMPANY, INC. FOR AUTHORIZATION TO IMPLEMENT A DISTRIBUTION SYSTEM IMPROVEMENT CHARGE : : : : : : : BPU Docket No. WR1711 PETITION TO THE HONORABLE COMMISSIONERS OF THE BOARD OF PUBLIC UTILITIES: Petitioner, New Jersey-American Water Company, Inc. ( NJAWC or Company ), a duly organized and existing public utility corporation of the State of New Jersey, with its principal office at 1025 Laurel Oak Road, Voorhees, New Jersey 08043, hereby petitions the Board of Public Utilities ( Board ) of the State of New Jersey, pursuant to N.J.S.A. 48:2-21 and N.J.A.C. 14: et seq., and such statutes, regulations and Board orders that may be deemed by the Board to be applicable, for approval to file and implement an automatic adjustment clause tariff that would establish a Distribution System Improvement Charge ( DSIC or Surcharge ) for the renewal of water distribution system assets for the period of 2018 through The proposed rates in this Petition, if approved, would increase annual revenues in increments occurring at approximately six-month intervals over a period of approximately months, commencing approximately eight months after approval of this filing, as infrastructure is renewed or replaced, placed in service, and is used for providing service to customers, by no more than approximately $41,394,000 1 or 5%, the maximum 1 The final cap number is expected to be set in the Company s current base rate case proceeding, Docket No. WR

3 DSIC revenue allowable under N.J.A.C. 14:9-10.1, et seq., over the time covered by the Company s Foundational Filing (attached). In support of this Petition, NJAWC states as follows: 1. NJAWC is a regulated public utility corporation engaged in the production, treatment and distribution of water, and collection and treatment 2 of wastewater within its defined service territory within the State of New Jersey. Said service territory includes portions of the following counties: Atlantic; Bergen, Burlington; Camden; Cape May; Essex; Gloucester; Hunterdon; Middlesex; Mercer; Monmouth; Morris; Ocean; Passaic; Salem; Somerset; Union; and Warren. As of December 31, 2016, NJAWC serves approximately 631,000 water and fire service customers and 41,000 sewer service customers in 18 counties throughout the state. 2. In support of this Petition, NJAWC submits the attached Foundational Filing, consisting of the following: a) An engineering evaluation report ( Engineering Report ) of the water utility s distribution system that: i. Identifies the rationale for the work needed to be accelerated for the water utility to properly sustain its water distribution network; and ii. Demonstrates that the plan proposed to accelerate the renewal of the distribution network is the most cost effective plan; and iii. To the extent that elements of the distribution network are failing, identifies what mechanisms are causing the failures; and iv. Identifies what is being done to extend the life of the water utility s assets. 2 Currently, NJAWC treats wastewater at its Haddonfield, Pottersville, Deep Run, and former AWWM facilities. 2

4 b) DSIC project information for the upcoming DSIC-period that includes the following: i. Aggregate information capturing blanket type DSIC-eligible infrastructure to be rehabilitated or replaced (e.g., number of valves, number of hydrants, or number of service lines replaced) and the estimated annual cost of such blanket type replacement programs (see Section 2 of the Engineering Report); ii. Vintage, condition, and other similar relevant, reasonably available information about the eligible infrastructure that is being rehabilitated or replaced (see Sections 3 through 6 of the Engineering Report); iii. The nature, location, estimated duration of project work (including estimated in-service dates) and a description and reason for project necessity (see Sections 3 through 6 of the Engineering Report and Appendix C); iv. A list of projects with project identification numbers, DSIC-eligible asset class or category, and estimated project costs (see Appendix C); v. Other such relevant and appropriate information to assist in making an informed decision regarding any given project. c) The expected amount of NJAWC s base spending, including underlying detail documenting that the base spending has been made on the appropriate types of infrastructure; a proposed DSIC assessment, calculated in accordance with subsection N.J.A.C. 14:9-10.8; and work papers showing the detailed calculations supporting the proposed assessment schedule. (see Appendix D) 3. In BPU Docket No. WO100655, the Board approved a Distribution System Improvement Charge (DSIC), which was published in the New Jersey Register on June 4, 2012 and effective on that date. The DSIC rules were adopted as an amendment and addition to the New Jersey Administrative Code (N.J.A.C.) as Section 14: et seq. The DSIC rules were amended and readopted, effective August 7, The rule sets forth the conditions and procedures pursuant to which regulated water utilities may seek recovery of eligible capital investments through monthly surcharges, set semi-annually, on customer bills. 3

5 4. The present Petition is filed in accordance with N.J.A.C. 14: et seq. and 14:1-5.1 et seq. 5. If implemented in the semi-annual increments described above, over the time period the Foundational Filing is expected to be in effect, (approximately months) the maximum allowable monthly surcharge under N.J.A.C. 14:9-10.1, et seq., would be approximately $4.02 per month for a five-eighths inch (5/8 ) meter at the end of the time period covered by the Foundational Filing. This estimated maximum monthly surcharge is an approximate number only and may be higher or lower depending on many factors, including changes in the number of customers served by the Company and changes in interpretation of the DSIC rules. Surcharges on meters of other sizes will be calculated as set forth in the rule. Such surcharges will be implemented incrementally, after semi-annual DSIC filings, as set forth in N.J.A.C. 14:9-10.5, 10.8 and 10.9, and may not generate revenues that exceed the DSIC cap as defined in N.J.A.C. 14: and described above. 6. With respect to N.J.A.C. 14:9-10.4, to reach the 5.0% maximum DSIC revenue cap of $41,394,000 the Company s eligible capital spending above base spending would be approximately $356,000,000 over the effective time period of this Foundational Filing. 7. Notice of this filing, and the effect thereof, will be served by mail upon the clerks of municipalities within the Petitioner s service area, upon the Clerks of the Boards of Chosen Freeholders within Petitioner s service area, and upon the County Executives within Petitioner s service area, at least twenty (20) days prior to the date set for the public hearing, which notice shall include and specify the time and place of said hearing. 4

6 8. Customers will be notified of this filing and the effect thereof as well as the time and place of the public hearing by publication of the Public Notice at least twenty (20) days prior to the date set for the public hearing, in newspapers of general circulation within Petitioner s service territory. 9. Notice of this filing and three (2) copies thereof have been served upon the Director, Division of Rate Counsel, 140 East Front Street, Trenton, New Jersey. 10. Notice of this filing and two (2) copies of the filing have been served upon the Department of Law & Public Safety, 124 Halsey Street, P.O. Box 45029, Newark, New Jersey Proof of Service of the Notice as previously referred to herein will be filed with the Board. 12. Petitioner respectfully submits that the investments proposed and rates requested by it herein are just and reasonable in all respects. 5

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9 New Jersey-American Water Company, Inc. Table of Contents EXECUTIVE SUMMARY... i Distribution System Improvement Charge Rule... i Water System Asset Performance Evaluations... ii Table ES.1 - NJAWC Estimated DSIC Program Costs... vi Summary of DSIC Program Justification... viii Table ES.2 - Summary of Rule Requirements for Foundational Filings... x SECTION 1. ASSET MANAGEMENT NJAWC OVERVIEW... 1 Table New Jersey American Water Systems ASSET INVENTORY... 5 Table NJAWC Pipe Material by Diameter in Miles... 6 Table Estimate of Existing Mains by Decade Installed (in Miles) ASSET MANAGEMENT... 9 SECTION 2. VALVES, HYDRANTS & SERVICE CONNECTIONS BLANKET DSIC PROJECTS Table NJAWC Blanket-Type DSIC Spend History SERVICE CONNECTIONS Table NJAWC Service Laterals by Type and Diameter SERVICE LINE MATERIAL DESCRIPTION NEW JERSEY AMERICAN WATER SERVICE LINE REPLACEMENT PRACTICE HYDRANTS AND VALVES Table NJAWC Active Hydrants And Valves SECTION 3. SOUTHWEST OPERATING AREA OVERVIEW Table Southwest Operating Area Water Systems Characteristics (2016) Table Southwest Operating Area - Summary of Mains by Material Type DISTRIBUTION SYSTEM ASSET PERFORMANCE Table 3.2 Summary of Break Rate by Material for the Southwest Operating Area in Exhibit 3.2.a - Summary of Pipe Failures by Material (2016) Exhibit 3.2.b - Summary of Main Failures by Diameter (2016) SYSTEM-SPECIFIC ISSUES INDIVIDUAL SYSTEM DESCRIPTIONS A. Delaware River Water System (PWSID NJ ) Table 3.4.A.1 - Delaware River System Water Mains Table 3.4.A.2 - Delaware River System Asset Summary Table B. Mt. Holly Water System (PWSID NJ ) Table 3.4.B.1 - Mt. Holly System Water Mains Table 3.4.B.2 - Mt. Holly System Asset Summary Table C. Homestead Water System (PWSID NJ ) Table 3.4.C.1 - Homestead System Water Mains Table 3.4.C.2 - Homestead System Asset Summary Table D. Sunbury Water System (PWSID NJ03206) Table 3.4.D.1 - Sunbury System Water Mains Table 3.4.D.2 - Sunbury System Asset Summary Table E. Vincentown Water System (PWSID NJ ) i

10 New Jersey-American Water Company, Inc. Table of Contents Table 3.4.E.1 - Vincentown System Water Mains Table 3.4.E.2 - Vincentown System Asset Summary Table F. Bridgeport Water System (PWSID NJ08001) Table 3.4.F.1 - Bridgeport System Water Mains Table 3.4.F.2 - Bridgeport System Asset Summary Table G. Harrison Township Water System (PWSID NJ ) Table 3.4.G.1 - Harrison Twp. System Water Mains Table 3.4.G.2 - Harrison Twp. System Asset Summary Table H. Logan Water System (PWSID NJ08002) Table 3.4.H.1 - Logan System Water Mains Table 3.4.H.2 - Logan System Asset Summary Table I. Penns Grove Water System (PWSID NJ ) Table 3.4.I.1 - Penns Grove System Water Mains Table 3.4.I.2 - Penns Grove System Asset Summary Table PROPOSED DSIC PROJECTS, FILING SECTION 4. NORTH OPERATING AREA OVERVIEW Table North Operating Area Operating Water Systems Characteristics (2016) Table North Operating Area Summary of Mains by Material Type DISTRIBUTION SYSTEM ASSET PERFORMANCE Table Summary of Main Repairs by Material for the Noth Operating Area (2016) Exhibit 4.2.a - Summary of Pipe Failures by Material North (2016) Exhibit 4.2.b - Summary of Main Failures by Diameter North (2016) SYSTEM-SPECIFIC ISSUES INDIVIDUAL SYSTEM DESCRIPTIONS A. Passaic Basin Water System (PWSID NJ0701) Table 4.4.A.1 - Passaic Basin System Water Mains Table 4.4.A.2 - Passaic Basin System Asset Summary Table B. Belvidere Water System (PWSID NJ ) Table 4.4.B.2 - Belvidere System Asset Summary Table C. International Trade Center (ITC) SYSTEM (PWSID NJ ) Table 4.4.C.1 - ITC System Water Mains Table 4.4.C.2 - ITC System Asset Summary Table D. Little Falls Water System (PWSID NJ15001) Table 4.4.D.1 - Little Falls System Water Mains Table 4.4.D.2 - Little Falls System Asset Summary Table E. Mansfield Water System (PWSID NJ21103) Table 4.4.E.1 - Mansfield System Water Mains Table 4.4.E.2 - Mansfield System Asset Summary Table F. Twin Lakes Water System (PWSID NJ ) Table 4.4.F.1 - Twin Lakes System Water Mains Table 4.4.F.2 - Twin Lakes System Asset Summary Table G. Washington Water System (PWSID NJ ) Table 4.4.G.1 - Washington System Water Mains Table 4.4.G.2 - Washington System Asset Summary Table H. West Jersey Water System (PWSID NJ ) Table 4.4.H.1 - West Jersey System Water Mains Table 4.4.H.2 - West Jersey System Asset Summary Table I. Country Oaks at Mt. Olive Township Water System (PWSID NJ ) Table 4.4.I.1 - Country Oaks at Mt. Olive System Water Mains Table 4.4.I.2 - Country Oaks at Mt. Olive System Asset Summary Table ii

11 New Jersey-American Water Company, Inc. Table of Contents J. Four Seasons at Chester Township Water System (PWSID NJ ) Table 4.4.J.1 - Four Seasons at Chester System Water Mains Table 4.4.J.1 - Four Seasons System Asset Summary Table PROPOSED DSIC PROJECTS, FILING SECTION 5. CENTRAL OPERATING AREA OVERVIEW Table Central Operating Area Water Systems Characteristics (2016) Table Central Operating Area Summary of Mains by Material Type (in miles) DISTRIBUTION SYSTEM ASSET PERFORMANCE Table Summary of Break Rate by Material for the Central Operating Area (2016) Exhibit 5.2.a - Summary of Main Breaks by Type in Central (2016) Exhibit 5.2.b - Summary of Main Breaks by Diameter in Central (2016) SYSTEM-SPECIFIC ISSUES INDIVIDUAL WATER SYSTEMS A. Raritan Water System (PWSID NJ ) Table 5.4.A.1 - Raritan System Water Mains Table 5.4.A.2 - Raritan System Asset Summary Table B. Crossroads at Oldwick Water System (PWSID NJ ) Table 5.4.B.1 - Crossroads at Oldwick System Water Mains Table 5.4.B.2 - Crossroads at Oldwick System Asset Summary Table C. Frenchtown Water System (PWSID NJ )... Table 5.4.C.1 - Frenchtown System Water Mains... Table 5.4.C.2 - Frenchtown System Asset Summary Table PROPOSED DSIC PROJECTS-FILING SECTION 6. COASTAL OPERATING AREA OVERVIEW Table Coastal Operating Area Water Systems Characteristics (2016) Table Coastal Summary of Mains by Material Type (in miles) DISTRIBUTION SYSTEM ASSET PERFORMANCE Table Summary of Break Rate by Material for Coastal Operating Area (2016) Exhibit 6.2.a - Summary of Failures Type by Material (2016) Exhibit 6.2.b - Summary of Failures by Diameter (2016) SYSTEM-SPECIFIC ISSUES COASTAL OPERATING AREA INDIVIDUAL SYSTEM DESCRIPTIONS A. Coastal North Water System (PWSID NJ ) Table 6.4.A.1 - Coastal North System Water Mains Table 6.4.A.2 - Coastal North System Asset Summary Table B. Union Beach Water System (PWSID NJ ) Table 6.4.D.1 - Union Beach System Water Mains Table 6.4.D.2 - Union Beach System Asset Summary Table C. New Egypt Water System (PWSID NJ ) Table 6.4.E.1 - New Egypt System Water Mains Table 6.4.E.2 - New Egypt System Asset Summary Table D. Deep Run (PWSID NJ ) Table 6.4.F.1 - Deep Run System Water Mains Table 6.4.F.2 - Deep Run System Asset Summary Table E. Atlantic County Water System (PWSID NJ01102) Table 6.4.G.1 - Summary of Atlantic County System Water Mains Table 6.4.G.2 - Atlantic County System Asset Summary Table iii

12 New Jersey-American Water Company, Inc. Table of Contents F. Cape May Courthouse Water System (PWSID NJ050610) Table 6.4.H.1 - Cape May Court House System Water Mains Table 6.4.H.2 - Cape May Court House System Asset Summary Table G. Ocean City Water System (PWSID NJ ) Table 6.4.I.1 - Ocean City System Water Mains Table 6.4.I.2 - Ocean City System Asset Summary Table H. Strathmere Water System (PWSID NJ ) Table 6.7.J.1 - Strathmere System Water Mains Table 6.4.J.2 - Strathmere System Asset Summary Table PROPOSED DSIC PROJECTS-FILING APPENDICES A WATER MAIN CONDITION ASSESSMENT B PRIORITIZATION MODEL DESCRIPTION C FOUNDATIONAL FILING PROJECT LIST D PROPOSED DSIC ASSESSMENT E PROPOSED FORM OF PUBLIC NOTICE F PCCP STRATEGY & PROJECT LIST iv

13 New Jersey-American Water Company, Inc. EXECUTIVE SUMMARY This report presents the 3 rd Foundational Filing for New Jersey-American Water Company, Inc. ( NJAWC or the Company ) for the renewal of water distribution system assets for the period of 2018 through A total of approximately 5,000 pipe projects have been identified across the state, of which approximately 1,000 have been prioritized for completion between 2018 and These water main renewal projects are distributed among the four regional Operating Areas of New Jersey American Water; Southwest, North, Central and Coastal. The projects include replacement, non structural cleaning and lining, and semi to full-structural cleaning and lining projects; an investment totaling approximately $0 million. Also included in this filing is the renewal of valves, hydrants and service connections. This engineering report details each project and the reason for the project, the need to accelerate these investments, and the estimated costs. The total cost of this program, including these pipeline projects plus the valve, hydrant and service connection renewals, is estimated and expected to be capped at approximately $356,000,000million, including the base year expenditures of approximately $27.6million per year over the next two calendar years. This estimated level of investment represents an acceleration of main renewal work of approximately $100 million. This level of investment is projected to help NJAWC achieve a pipeline renewal interval of approximately 100 years for the period of time covered by this filing. Sustaining a renewal interval of 100 years beyond the time period covered by this filing requires sustained investment levels, such as those envisioned under, and authorized by, the Distribution System Improvement Charge ( DSIC ) rules. Distribution System Improvement Charge Rules On May 1, 2012, the New Jersey Board of Public Utilities (BPU) approved the implementation of a new rule to establish a Distribution System Improvement Charge (DSIC) for BPU regulated water utilities at N.J.A.C. 14:9-10 et. seq. The rule was published in the New Jersey Register on June 4, 2012 and became effective on that date. The rules were amended and readopted effective August 7, A DSIC is a regulatory mechanism that enables the accelerated level of investment needed to promote the timely rehabilitation and replacement of certain non-revenue producing, critical water distribution components that enhance safety, reliability, water quality, systems flows and pressure, and/or conservation. 1 N.J.A.C. 14:10-1(b) states: The purpose of a DSIC is to provide a rate recovery mechanism that encourages and supports necessary accelerated rehabilitation and replacement. As required by the rule and specifically described by N.J.A.C. 14:10-4, this document comprises the Foundational Filing for NJAWC. This Foundation Filing includes an engineering evaluation of the Company s water utility distribution system, proposed DSIC projects (including projected costs) through 2020, the expected amount of base spending (as defined in the rule) to be made by NJAWC, the 1 N.J.A.C. 14:9-10.1(a) [emphasis added]. Executive Summary, Page i

14 New Jersey-American Water Company, Inc. proposed form of public notice, as well as maximum customer bill impact over the time period covered. The Foundational Filing also includes other information the Company deems to be relevant. Table ES.2 at the end of this Executive Summary shows the information required to be included in the Foundational Filing, and indicates the corresponding report sections that contain this information. This Executive Summary also discusses the historical basis underlying the need for the DSIC rule, supported by examples in the sections of the report described below; identifies certain factors that are critical to the success of an infrastructure renewal program, and highlights some of the cost benefits expected to flow from the successful execution of the DSIC program proposed by NJAWC in this Foundational Filing. Water System Asset Performance Evaluations This Foundational Filing includes an engineering study of the distribution assets within each NJAWC operating area. The report presents an asset inventory, a discussion on valves and other blanket replacement projects, and discussions of key infrastructure issues within each region. Sections are as follows: Section 1. Main Inventory & Performance Section 1 provides a general statewide overview of NJAWC s operating areas. The Company s inventory of water mains is briefly described, including a summary of NJAWC pipe material by diameter, in miles, for each operating area. The asset inventory further breaks down the vintage of pipe by decade installed, in miles, for each operating area. Details for each operating area are found in Sections 3 through 6. Section 2. Valves, Services and Hydrants ( Blanket DSIC Assets) Section 2 generally describes the Company s inventory of service lines, hydrants, and valves, including the most recent history of capital expenditures on these types of assets. Valves, services and hydrants are referred to as blanket assets because they are very numerous and essentially the same throughout the Company s operating areas. Each class of assets is discussed in detail, with needs and benefits set forth on an aggregate basis. Because these assets are so numerous, it is essential that the Company adhere to a systematic program of inspection and repair or replacement, as appropriate. Replacement of critical valves or valves near critical customers, such as hospitals and schools, require more detailed planning to manage any shutdown or by-pass. Section 3. Southwest Operating Area Section 3 provides an overview of the NJAWC Southwest Operating Area (previously known as the Delaware Operating Area), which serves approximately 127,000 customers through approximately 1,800 miles of water mains. As described further in Section 3, the Southwest Operating Area challenges include mains that are no longer adequately sized, older mains constructed from obsolete materials, and certain areas where there are mains with high break frequencies. The DSIC enables an accelerated Executive Summary, Page ii

15 New Jersey-American Water Company, Inc. program targeting replacement of undersized and obsolete mains, including areas with frequent failures on stovepipe, galvanized, and asbestos cement mains, as well as redevelopment areas. These improvements will enhance the safety and reliability of the system, improve system flows and pressures, minimize service disruptions, improve water quality and help decrease water quality complaints such as discolored water or taste/odor (aesthetic complaints). Section 3 describes these issues in more detail. Section 4. North Operating Area Section 4 provides an overview of the NJAWC North Operating Area (previously known as the Passaic Operating Area), which services approximately 89,000 customers through approximately 1,350 miles of water mains. As described further in Section 4, the North Operating Area challenges include high operating pressures in the distribution system, a relatively high proportion of older, unlined cast iron pipes, and a relatively high number of split type main breaks. The DSIC enables an accelerated program targeting rehabilitation of unlined cast iron mains in areas with discolored water occurrences, and replacement of obsolete and undersized mains with significant break history. These improvements will enhance the safety and reliability of the water system, improve system flows and pressures, minimize service disruptions, improve water quality and reduce aesthetic complaints. Because the North Operating Area has a significant inventory of Prestressed Cylindrical Concrete Pipe (PCCP) and other large diameter mains which typically exhibits high consequence falures, this Foundational Filing places a greater emphasis on condition assessment of the PCCP and prioritizes the effort. See Appendix F - PCCP and other Large Diameter Mains Strategy & Project List. Section 4 describes these issues, including the opportunities and challenges for main cleaning and lining, in more detail Section 5. Central Operating Area Section 5 provides an overview of the NJAWC Central Operating Area (previously known as the Raritan Operating Area), which services approximately 208,000 customers through approximately 3,200 miles of main. As described further in Section 5, the main challenge in the Central Operating Area is its relatively large proportion of older, unlined cast iron mains, which account for the majority of mains experiencing breaks and which also suffer from encrustation and tuberculation. As further detailed in Section 5, portions of the distribution system serving this Operating Area are older and no longer adequately sized to meet the demands of the current population. The Company has had an aggressive cleaning and lining program in this area. The DSIC enables an accelerated program targeting the rehabilitation of unlined, cast iron mains in areas with discolored water occurrences, as well as the replacement of obsolete and undersized mains with significant break history. Because the Central Operating Area has a large inventory (approx. 135 miles) of Prestressed, Cylindrical Concrete Pipe (PCCP) which typically exhibits high consequence falures, this Foundational Filing places a greater emphasis on condition assessment of the PCCP and prioritizes the effort. See Appendix F - PCCP and other Large Diameter Mains Strategy & Project List. The proposed improvements will enhance the safety and reliability of the water system, Executive Summary, Page iii

16 New Jersey-American Water Company, Inc. improve system flows and pressures, minimize service disruptions, improve water quality and reduce aesthetic complaints. Section 5 discusses these issues in more detail. Section 6. Coastal Operating Area Section 6 provides an overview of the NJAWC Coastal Operating Area, which is comprised of the former Coastal North and Coastal South operating centers, covering portions of Monmouth, Ocean, Atlantic, and Cape May Counties. Combined, the Coastal Operating Area serves approximately 192,000 customers through approximately 2,0 miles of main. As described further in Section 6, the challenges in the Coastal Operating Area include a wide variety of pipe types, with significant cohorts of older pipes made from obsolete materials (notably about 300 miles of asbestos cement pipe or ACP). Older cast iron mains also pose challenges, particularly in areas constructed before World War II that have now experienced a population boom, and which are served by mains no longer adequately sized. The Coastal Operating Area also has a significant amount of galvanized steel pipe which, as described in more detail in Section 6, is particularly prone to a variety of failures. The DSIC enables an accelerated program targeting undersized and obsolete mains, including areas with frequent failures on asbestos cement mains and galvanized pipes, as well as in redevelopment areas. These improvements will enhance the safety and reliability of the water system, improve system flows and pressures, minimize service disruptions, improve water quality and reduce aesthetic complaints. Section 6 discusses these various projects and other issues such as aggressive local soils in more detail. Appendix A. Water Main Condition Assessment Appendix A includes the detailed backup supporting NJAWC s engineering evaluation of the water systems serving its Operating Areas. Appendix A includes a discussion of system evaluations, construction materials, pipe standards and technology, and NJAWC aggregate system performance. This is followed by a review of water main break and failure mechanisms, including a discussion of ways to reduce the probability of failure mechanisms. Appendix A includes information required by the rule on options and techniques for extending the life of existing assets, including recommendations for extending pipe life, and operational strategies for reducing or eliminating pipe failures. These recommendations are illustrated through the system-specific issue discussions in the various Operating Area sections of the report. With this as context, the remainder of Appendix A covers rehabilitation and replacement options, including non-structural, semi-structural and structural rehabilitation techniques and technologies. This includes a discussion of the cost considerations that accompany any decision as to whether to rehabilitate or replace an asset, as well as which technique or technology and material should be chosen. NJAWC incorporates cost considerations into its decision making process, as illustrated further in Appendix A. Executive Summary, Page iv

17 Appendix B. Prioritization Model New Jersey-American Water Company, Inc. Appendix B describes NJAWC s approach to prioritizing distribution system projects, including the American Water (AW) Pipeline Prioritization Model (PPM). There are several factors that must be considered together, including the output of the PPM as well as any limitations that may exist in available data. Cost effectiveness is an important factor, as well as the ability to leverage other factors (such as competitive bidding or concurrent underground utility work). Used properly, and in conjunction with rigorous planning, the PPM is an extremely valuable tool for evaluating the need for projects. In 2015, NJAWC began evaluating an alternative to proactively identify distribution system performance issues and piloted the use of a new software (InfoMaster) to improve the capital infrastructure program (CIP) for distribution system renewal. InfoMaster, a product developed and marketed by Innovyze, is specifically designed to leverage hydraulic modelling and pipe performance based on pipe cohort and age, and was first piloted on the Delaware River Water System within the Southwest Operating Area. Appendix B has a greater description of the model and pilot results. As of this Foundational Filing, NJAW has completely migrated to the InfoMaster model of prioritization. Any project identified through the model results is validated through a thorough review with network operating personnel before it is acted on and implemented. Appendix C. Project List Appendix C contains the complete, detailed project list for all projects covered by this Foundational Filing, as well as projects that have been identified as potential alternative projects should one or more of the projects identified on the list become unable to proceed for any reason. Appendix C includes all of the project-specific information required by N.J.A.C. 14:10-4(b)2. It should be noted, that projects with ID# 7221 or less are projects that were previously submitted to the BPU as part of its prior Foundational Filings. These projects were all previously reviewed and approved by the Board; however, they were not started by the Company prior to the preparation of this filing. Appendix C also includes estimates for large diameter pipe projects that are currently undergoing condition assessments, and municipal main relocation projects. The Company is including estimates for these types of projects based on its longterm, historical experience and will update as appropriate.. Please note that all of the Operating Area project lists for are included in Appendix C; the individual Operating Area project lists are provided for ease of reference only. Also, due to the fact that Appendix C was compiled well in advance of this filing, some of the projects listed in Appendix C may be underway with a scheduled completion date of March 31, Those projects will be marked as completed in base rate case in the Company s first surcharge filing. Executive Summary, Page v

18 Appendix D. Proposed Assessment New Jersey-American Water Company, Inc. Appendix D sets forth the financial impacts of the DSIC projects proposed in the Foundational Filing. Appendix D also includes the statement of base spending, the aggregate DSIC spending over the time period covered by this filing, and the projected total assessment for each semi-annual DSIC period. This information has been projected based on the Company s current general rate case filing and is subject to change as a result thereof. Appendix E. Public Notice Appendix E includes the proposed form of public notice for the public hearing required by the rule to be held prior to the -day deadline for Board action on the Foundational Filing. The proposed public notice includes the maximum amount proposed to be recovered from customers over the time period covered by this Foundational Filing based on the Company s filing in its current general rate case. Appendix F. PCCP and other Large Diameter Mains Strategy and Project List Appendix F describes the issue of sudden and high impact of pre-stress concrete cylindrical pipe (PCCP) as well as other large diameter transmission mains with high consequences and presents NJAWC s approach and strategy to address the issue. It also presents a prioritized list of PCCP and other large diameter mains projects planned for the next five years. DSIC Program Cost Impacts NJAWC is sensitive to the impact of this approved program on its customers. The cost of the program and impact on customers is shown in more detail in Appendices D and E. NJAWC s current base spending level is approximately $19.06 million annually; however, the base spending obligation will be adjusted based on the outcome of the Company s current base rate case. NJAWC proposes the acccelerated DSIC-eligible spending as shown in Table ES.1. This program is within the limits defined in the rules. Table ES.1 - NJAWC Estimated DSIC Program (Base spending $27.6 million + DSIC spending) DSIC DSIC DSIC DSIC Filing 1 Filing 2 Filing 3 Filing 4 Total Eligble DSIC - Base Spend $ 6,000,000 $ 19,066,421 $ 6,000,000 $ 19,066,421 $ 50,132,842 Eligble DSIC - Above Base Spend 51,141, ,282,330 51,141, ,282, ,846,9 Eligble DSIC - Total Spend $ 57,141,165 $ 121,348,751 $ 57,141,165 $ 121,348,751 $ 356,979,832 Monthly cost per 5/8th Inch Meter - (Typical Residential Customer) $0.68 $2.03 $2.69 $4.02 DSIC Revenue as a % of total Water Revenue 0.84% 2.53% 3.34% 5.00% Annualized DSIC Revenue $6,994,563 $20,912,053 $27,691,709 $41,394,292 Note 1: DSIC revenues associated with capital spend from the filing period commences in the subsequent period. Note 2: To reach the 5.0% maximum DSIC revenue allowable per the approved Rules & Regulations, eligble capital spend above base spend would need to be $306,846,9 for the DSIC Filings. Executive Summary, Page vi

19 New Jersey-American Water Company, Inc. An effective distribution system improvement program such as the one envisioned by the DSIC rule and presented in this Foundational Filing will help reduce certain costs that the Company would otherwise experience, and allows for a more efficient allocation of both capital and O&M (operation and maintenance) expenditures. An efficient DSIC program reduces a great deal of the uncertainty inherent in a traditional rate case recovery schedule, and allows NJAWC to continue the accelerated renewal program facilitated by the rule. One of the expectations NJAWC has for the programs implemented pursuant to the DSIC rule is a more consistent level of asset renewal going forward, buoyed by the support, commitment and recognition of the need for infrastructure renewal and replacement that is signaled by the DSIC rule. This will be critical, as the issue of aging infrastructure continues to intensify for all underground utilities. A dedicated and consistent annual level of funding for these projects will also benefit the communities we serve by improving the Company s ability to better coordinate its construction programs with the communities road reconstruction schedules and other underground utility work, thereby reducing the disruption that unplanned, emergent infrastructure renewal and replacement programs often trigger. Likewise, a more routine and even application of permits through local and state agencies could be realized. Design and construction of planned projects can be bundled more effectively for economies of scale in order to achieve a higher level of efficiency. If design and construction schedules are more consistently managed, the competitive bidding process may be able to be further leveraged to achieve more economical pricing. It is more cost-effective to replace the infrastructure under a formalized bidding process than to pay emergency and after-hour rates to outside contractors and employees. More importantly, the utilities and the Board should be working to find ways to minimize disruptions to the systematic investment in critical infrastructure the DSIC program allows so that these efficiencies and economies of scale can be captured and leveraged to drive more benefits for customers, municipalities, and the employees and contractors who deliver these projects. The recent readoption of the DSIC rules allow for construction to proceed on any projects included but not started under prior foundational filings. The projects for which the Company is requesting this authorization are only those projects that were originally included in the Company s prior Foundational Filings and previously reviewed and approved by the Board. These projects are identified with a Project ID# 7221 or less. These projects have not yet begun, and have been included as part of the project list for this Foundational Filing in Appendix C. As discussed in the balance of this report, there is an undeniable need for the DSIC program to continue., Customers will experience improved safety and reliability of their water service, enhanced water quality, better system flows and pressures, and realize the benefits of greater conservation. The Company s program seeks to be the most cost-effective plan for accelerating water main rehabilitation, cleaning and Executive Summary, Page vii

20 New Jersey-American Water Company, Inc. lining, and replacement, valve and hydrant replacement, and service line replacement at a greater level than previoiusly possible without the DSIC program. Summary of Specific DSIC Program Success Factors The Company s need to accelerate the reinvestment in water infrastructure is driven by several converging factors that are common to water systems throughout the United States. One of the most significant factors for NJAWC is the fact that cast iron mains installed prior to the mid-10 s are reaching the end of their usefulness due to age, condition, size or other factors (and frequently, a combination of factors). Many alternative pipe materials used during war decades have shorter service lives and are in need of replacement. This convergence of end of service life issues for a large portion of pipe materials in service in New Jersey drives the need for increased renewal rates to maintain system integrity, reliability and public health standards. In many cases, as the specific Operating Area sections will show, the older pipe that is beginning to fail is located in older, heavily-developed areas where installing new pipe will be more expensive per unit cost than the original installation. Failure to adequately address these issues puts the water systems at risk for increased service disruptions, increased leakage challenges and, in the case of significant service disruptions, extended boil water notices. New Jersey American Water has identified a need for increased renewal or rehabilitation of its buried infrastructure, and through the DSIC the rate of renewal of the buried infrastructure is an approximate 100-year interval. This Foundational Filing presents the improvement plans for each of New Jersey American Water s Operating Areas to enhance NJAWC s distribution system reliability and integrity. NJAWC believes there are three components, or critical success factors, to the distribution integrity. Each component has different elements which affect its performance. (1) Structural integrity: replacement or structurally lining water mains, and replacement of broken or leaking valves, hydrants and service connections to enhance system reliability and safety, maintain system flows and pressures, reduce water quality events, improve conservation, and reduce water losses through main breaks and other types of leaks. (2) Hydraulic integrity: replacement or cleaning and lining of water mains to increase the conveyance of a needed flow and pressure and prevent or reverse the diminution of flow, pressure or water quality. (3) Water quality integrity: replacement or cleaning and lining of water mains to maintain the finished water quality through the system and reduce discolored water events. These three critical success factors in distribution system performance are discussed in detail in this Foundational Filing. In addition, required relocation of buried assets due to municipal street renovation programs can accelerate the need for certain water main replacement/structural lining projects. The Executive Summary, Page viii

21 New Jersey-American Water Company, Inc. water utility has little control over this scheduling and must be able to respond to such required relocations as they emerge. While NJDOT sometimes covers the expense of the relocation, this is not generally the case for municipal or local work. The DSIC program will enable NJAWC to better schedule this work with individual municipalities and other utilities with underground assets. Executive Summary, Page ix

22 New Jersey-American Water Company, Inc. Table ES.2 - Summary of Rule Requirements for Foundational Filings 1. An engineering evaluation report of the water utility s distribution system that: i. Identifies the rationale for the work needed to be accelerated for the water utility to properly sustain its water distribution network; and ii. Demonstrates that the plan proposed to accelerate the renewal of the distribution network is the most cost effective plan; and iii. To the extent that elements of the distribution network are failing, identifies what mechanisms are causing the failures; and iv. Identifies what is being done to extend the life of the water utility s assets. Sections of Report Sections 1 through 6 and Appendices A Water Main Condition Assessment, and B Prioritization Model Description 2. DSIC project information for the upcoming DSIC period that includes the following: i. List of projects, DSIC-eligible asset class or category; ii. The nature, location, estimated duration of project work (including estimated in-service dates) and a description and reason for project necessity; iii. Aggregate information capturing blanket type DSIC-eligible infrastructure to be rehabilitated or replaced (e.g., number of valves, number of hydrants, or number of service lines replaced) and the estimated annual cost of such blanket type replacement programs; iv. Vintage, condition, or other similar relevant, reasonably available information about the eligible infrastructure that is being rehabilitated or replaced; Sections 2 through 6 and Appendix C Project List v. Estimated project costs; vi. Project identification numbers, so DSIC projects can be easily tracked; and vii. Other such information as is relevant and appropriate in order to provide adequate information to make an informed decision regarding any given project. 3. The Foundational Filing shall include the expected amount of base spending for the water utility, including underlying detail adequate to document that the base spending has been made on the appropriate types of infrastructure. Appendix D Proposed DSIC Assessment Executive Summary, Page x

23 New Jersey-American Water Company, Inc. 4. The Foundational Filing shall include: i. a proposed DSIC assessment, calculated in accordance with subsection N.J.A.C. 14: (below); and ii. work papers showing the detailed calculations supporting the proposed assessment schedule. Sections of Report Appendix D Proposed DSIC Assessment 5. Public notice and a public hearing, at a minimum, are required in the DSIC Foundational Filing. The notice for said hearing shall include the maximum amount in dollars that is allowed to be recovered between rate cases as well as an estimated rate impact for the entire period on customers. Appendix E Proposed Form of Public Notice Executive Summary, Page xi

24 New Jersey-American Water Company, Inc. Table of Contents SECTION 1. ASSET MANAGEMENT NJAWC Overview... 1 Table New Jersey American Water Systems Asset Inventory... 5 Table NJAWC Pipe Material by Diameter in Miles... 6 Table Estimate of Existing Mains by Decade Installed (in Miles) Asset Management... 9 Section 1. Asset Management Table of Contents

25 New Jersey-American Water Company, Inc. SECTION 1. ASSET MANAGEMENT 1.1 NJAWC OVERVIEW New Jersey-American Water Company, Inc. ( NJAWC or the Company ) is the state s largest water utility serving a population of approximately 2.7 million people. NJAWC delivers approximately 300 million gallons of water a day to approximately 630,000 water customers in 189 municipalities and 17counties throughout the state. A map of the NJAWC service areas is shown in Exhibit 1.1. New Jersey American Water is a subsidiary of American Water which is headquartered in Voorhees, New Jersey. NJAWC is organized into four (4) Operating Areas (Southwest, North, Central and Coastal), to effectively manage and operate thirty-one 1 (31) public water systems. NJAWC s local Operating Centers are located in Delran, Egg Harbor, Shrewsbury, Lakewood, Short Hills, Washington, Bridgewater, Hillsborough, and Plainfield. A list of public water systems is provided in Table 1.1. Field distribution crews, water quality and maintenance staff, and customer field services (meter reading, service activation, meter installation and related activities) are dispatched from the local Operating Centers. The Southwest Operating Area serves approximately 130,000 customers in Camden, Burlington, Gloucester, and Salem Counties. This Operating Area includes the regional Delaware River Water System; the Mt. Holly Water System (providing water service to Eastampton, Hainesport, Lumberton, Mansfield, Mount Holly, and Westampton Township); the Homestead, Sunbury and Vincentown Water Systems (serving portions of Mansfield, Southampton, and Pemberton Township); the Bridgeport, Harrison, and Penns Grove Water Systems (all former South Jersey Services Water Systems); and the Logan Water System, acquired by NJAWC in 2007 (along with the former South Jersey Services Water Systems. Field personnel for the Southwest Operating Area are dispatched from the Operating Center in Delran. The North Operating Area serves approximately,000 customers in the counties of Essex, Union, Passaic, Morris, Somerset, and Warren. This area includes the regional Passaic Basin Water System and several small systems in the northwest area of New Jersey. The Passaic Basin Water System is the predominant system and is interconnected with NJAWC s Raritan Water System (in the Central Operating Area), as well as several surrounding water systems. The North Operating Area is managed from two Operating Centers: Short Hills and Washington. The Central Operating Area serves approximately 210,000 customers in Somerset, Union, Hunterdon, Middlesex and Mercer Counties. The Central Operating Area is primarily and extensively served by the 1 The thirty-one water systems includes Shorelands acquired in April Section 1. Asset Management Page 1

26 New Jersey-American Water Company, Inc. regional Raritan Water System and two much smaller systems (Frenchtown and Crossroads at Oldwick Water Systems). The Raritan Water System is the largest system and is interconnected with NJAWC s Passaic Basin Water System, as well as other regional systems and several surrounding municipal water systems. Field personnel are dispatched from two Operating Centers: Hillsborough and Plainfield. The Coastal Operating Area is comprised of two major operating areas: Coastal South and Coastal North. The Coastal South Operating Area serves approximately 65,000 customers in Atlantic and Cape May Counties. This operation is managed from the Fire Road Operating Center in Egg Harbor Township. This Operating Center manages the Atlantic County, Cape May Court House, Ocean City, and Strathmere Water Systems and the wastewater collection system in Ocean City. The Coastal North Operating Area serves approximately 135,000 customers in Monmouth and Ocean Counties. Coastal North manages the Coastal North Water System, the Shorelands System, the Union Beach Water System, and the New Egypt and Deep Run Water Systems in Plumsted Township. This Operating Area serves water systems in eastern Monmouth County (including Howell, and Lakewood Townships), and in Ocean County, portions of the barrier island communities (Bay Head, Mantoloking, Brick Twp., Lavallette (a few streets), and Toms River Twp. The two Operating Centers that manage the Coastal North Operating Area are located in Shrewsbury and Lakewood. Section 1. Asset Management Page 2

27 New Jersey-American Water Company, Inc. Section 1. Asset Management Page 3

28 New Jersey-American Water Company, Inc. Table New Jersey American Water Systems Operating Area System PWSID # Coastal South Coastal North Southwest Atlantic County Cape May Courthouse Ocean City Strathmere Coastal North System Shorelands (Acquired April 2017) Union Beach New Egypt (Plumsted) Deep Run (Plumsted) Delaware River System Pemberton (Sunbury) Logan Harrison Bridgeport Penns Grove Mt. Holly Vincentown Homestead North Central Passaic Basin (Short Hills) 0701 Little Falls Twin Lakes Washington/Oxford Belvidere International Trade Center (Mt. Olive) West Jersey (Mt. Olive) Mansfield Country Oaks (Mt. Olive) Four Seasons at Chester Raritan Crosswoods at Oldwick Frenchtown Section 1. Asset Management Page 4

29 New Jersey-American Water Company, Inc. 1.2 ASSET INVENTORY NJAWC owns and maintains approximately 8,0 miles of water main and associated appurtenances that convey drinking water to approximately 630,000 customers across 17 counties. This infrastructure was installed over many decades with portions dating back to 10. The quantity of pipe installed each year varied considerably over the last one hundred and fifty plus years. In addition, there is considerable variability in pipe as a function of building patterns and population growth. Construction materials and practices varied by decade and the standards used at the time. Tables and summarize NJAWC s buried water main inventory as categorized by material, diameter and estimated installation year. Sections 3 through 6 of this report provide greater detail on the assets and performance issues affecting the life of the mains in each Operating Area. Service standards, design standards and construction practices varied widely across the years leading to different service life estimates and service quality issues. The majority of the distribution piping installed in the United States, beginning in the late 1800 s up until the late 19 s, was manufactured from cast iron. Prior to DSIC (2012), approximately forty-five percent (45%) of NJAWC s mains were cast iron (CI) (unlined & lined), indicating that almost half of NJAWC s water mains are more than fifty years old, and in many cases, significantly older. Through the DSIC program, measurable progress is being made. NJAWC s cast iron inventory as of March 2017 is approximately 42.7% of the total inventory, and approximately 47% of the CI inventory is lined, which includes rehabilitation through the cleaning and lining method. There remains approximately a total of 2,024 miles (22.8%) of unlined cast iron mains within NJAWC s distribution system. Since the DSIC implementation, there has been a net reduction of the cast iron pipe inventory of 6%. The challenges posed by older cast iron mains continue and are discussed further in the individual operating area sections as well as in Appendix A Water Main Condition Assessment. A summary of pipe quantities present in each system is shown in Table This data has been compiled from NJAWC s GIS (geographic information system) used to manage NJAWC s underground infrastructure. Section 1. Asset Management Page 5

30 New Jersey-American Water Company, Inc. Table NJAWC Pipe Material by Diameter in Miles Diameter Group Cast Iron Unlined Cast Iron Lined Ductile Iron Plastic Metal ACP PCCP North District < 6 in in. to 12 in in. to 16 in > 16 in Central District < 6 in in. to 12 in , in. to 16 in > 16 in Coastal District < 6 in in. to 12 in , in. to 16 in > 16 in Southwest District < 6 in in. to 12 in in. to 16 in > 16 in Grand Total 2,024 1,774 4, Cast Iron Unlined Cast Iron Lined Ductile Iron Plastic Metal ACP PCCP Diameter Group < 6 in in. to 12 in. 1,715 1,637 3, in. to 16 in > 16 in Grand Total 2,024 1,774 4, Source NJAW GIS (05/2017) Section 1. Asset Management Page 6

31 New Jersey-American Water Company, Inc. Table further defines the pipe stock by an estimated installation decade. Because the installation year was typically not annotated on the historical maps, this data could not be readily captured in the electronic data conversion to the GIS system, as result decade installed is an estimate for older mains. Table Estimate of Existing Mains by Decade Installed (in Miles) Operating Area Unknown Central District ,170 Coastal District ,610 North District ,350 Southwest District ,770 Total ,0 1, ,170 1, ,0 Source: NJAW GIS (05/2017) Rounded to nearest 10 miles * Total Renewal plans presented in Appendix A of this Foundational Filing are categorized based on sound asset management practices using this asset inventory and operational data. Plans address specific concerns related to safety, reliability, water quality, flow and pressure, and the need to conserve the precious resource of water. Structural rehabilitation, non-structural rehabilitation and/or replacement techniques are evaluated and targeted to address specific service issues. Often times, service issues can be linked to the various types and vintages of mains installed. For example, internal corrosion of unlined cast iron mains is a major contributor Section 1. Asset Management Page 7

32 New Jersey-American Water Company, Inc. to discolored water, declining hydraulic capacity and leakage. Corrosion of reinforcing bands in pre-stressed concrete cylinder pipe, and the metallurgy of stove pipe and galvanized pipe materials also contribute to leakage and main failures. In addition, many mains installed decades ago are undersized for today s service standards, and were manufactured from materials available at the time but considered inferior to today s materials. NJAWC s renewal plans, presented in Appendix A to this report, utilize a multi-pronged approach targeted to address historic service issues and projected problematic areas based on asset management data. Main Breaks and Main Failures Prior to the conversion to an electronic mapping process, NJAWC did not capture and record detailed information about individual mains, such as pipe material, year installed or geocoded break information, on system maps. Rather, this data was stored in paper card files, spreadsheets or separate databases. This data was also not typically available for acquired systems. Since the advent of GIS-based mapping and computerized maintenance management systems, NJAWC has since been capturing and recording more detailed information, where available, to help build a more precise database of pipe material, vintage, and other information to facilitate the planning and prioritization processes. See Appendix B for more information on the prioritization process. Below, in Exhibit 1.2, main breaks history is shown as aggregate information for the past 12 years, between 2004 and Detailed information for main breaks in 2016 is shown in each operating area, Sections 3 through 6 of this report. Please note that the information in Exhibit 1.2 is the historical raw number of main breaks, and is not presented as a frequency or rate of failure. Section 1. Asset Management Page 8

33 1.3 ASSET MANAGEMENT New Jersey-American Water Company, Inc. NJAWC follows the asset renewal strategy presented in the American Water Works Association M28 Manual of Water Supply Practices for the Rehabilitation of Water Mains. The process recommended in this practice and the associated NJAWC practice are presented in Appendices A and B. NJAWC uses a systematic approach to assess the condition of its distribution system assets and to prioritize their replacement or rehabilitation. This process reviews the physical properties of the existing asset, the operating performance and maintenance history, and the risk and impact of a failure. This process is described in more detail in Appendix B. External factors, including required relocation due to conflicts with proposed gravity sewer mains and road reconstructions, are accounted for in the decision-making process. Below, in Exhibit 1.3, is a graphical representation of the historical water main replacement and rehabilitation (e.g. cleaning and lining) since As clearly indicated by Exhibit 1.3, the replacement and rehabilitation rate has significantly improved since the DSIC program went into effect in late While a renewal frequency of less than 100 years has been achieved in the past few years, there still remains significant catching up to do. More importantly, main replacements and rehabilitation projects are identified based on needs and prioritized through the comprehensive pipe renewal prioritization models described in Appendix B. Renewal Rate in Years Exhibit 1.3 Historic Water Main Replacement and Rehabilitation Rate New Jersey American Water Main Replacement and Rehabilitation Rate Miles Replaced or Rehabed Years to Replace The management of valves, service connections and hydrants is further discussed in Section 2. Section 1. Asset Management Page 9

34 Legend Operating Areas Exhibit Southwest Exhibit North Exhibit Central Exhibit 6.1a/b - Coastal SUSSEX µ PASSAIC BERGEN WARREN MORRIS ESSEX 4.1 HUDSON UNION HUNTERDON 5.1 SOMERSET MIDDLESEX MERCER MONMOUTH 6.1a 3.1 CAMDEN BURLINGTON OCEAN GLOUCESTER SALEM ATLANTIC CUMBERLAND 6.1b CAPE MAY Exhibit 1.1 New Jersey American Water Operating Areas

35 New Jersey-American Water Company, Inc. Table of Contents SECTION 2. VALVES, HYDRANTS & SERVICE CONNECTIONS BLANKET DSIC PROJECTS Table NJAWC Blanket-Type DSIC Spend History SERVICE CONNECTIONS Table NJAWC Service Laterals by Type and Diameter SERVICE LINE MATERIAL DESCRIPTION NEW JERSEY AMERICAN WATER SERVICE LINE REPLACEMENT PRACTICE HYDRANTS AND VALVES Table NJAWC Active Hydrants and Valves List of Figures Figure 2.4 Service Line Replacement Rate.13 Figure 2.5a Hydrants Replacement Rate..15 Figure 2.5b Valves Replacement Rate..15 i

36 New Jersey-American Water Company, Inc. SECTION 2. VALVES, HYDRANTS & SERVICE CONNECTIONS 2.1 BLANKET DSIC PROJECTS Valves, hydrants and service connections are important assets in water distribution systems. Properly operating and accessible valves are needed to perform flushing, isolate sections of mains for maintenance and repair, and to respond quickly in an emergency. Hydrants, the only above ground portion of the distribution system, are also vital components as these provide the connection to water for fire fighting and the main flushing activities. Renewal of service connections is also an important aspect of asset management since leaks on service lines not only waste water but can lead to disturbance of bedding around water mains. Given the new interest and focus on Lead (Pb) in drinking water systems, there is an emphasis in having more accurate information on the Pb service lines and where practical removal of them is highly recommended even in instances where the water system is in full compliance with the Lead and Copper Rule. In accordance with the requirements of the DSIC Rule at N.J.A.C. 14:9-10, the following tables summarize NJAWC s five year history of capital expenditures for valves, service laterals, and hydrants. This aggregate information details the capital spend used for blanket-type DSIC-eligible infrastructure to be rehabilitated or replaced (e.g., number of valves, number of hydrants, or number of service lines replaced) and the estimated annual cost of such blanket-type replacement programs. Table NJAWC Blanket-Type DSIC Spend History NJAW DSIC Eligible Capex Services $ 11,151,445 $ 17,751,597 $ 21,371,850 $ 18,465,559 $ 32,294,462 Hydrants & Valves $ 6,392,206 $ 12,932,747 $ 9,850,111 $ 11,632,253 $ 13,207,865 sub total $ 17,543,651 $ 30,684,344 $ 31,221,961 $ 30,097,812 $ 45,502,327 Number of Replacements Services 2,940 7,877 7,956 10,959 11,703 Hydrants 711 1, ,201 Valves 3 3,271 2,550 1,430 2,385 NJAWC proposes an annual expenditure plan for valve and hydrant replacements and service renewals of approximately $35 million. This proposed spend distribution may change as system needs dictate. Conceivably, the rate of Pb service line replacements will increase considerably within the next 5-10 years. Based on current Pb service lines inventory, we estimate the Pb service line capital replacement to increase approximately $5 million annually. Section 2. Valves, Hydrants & Service Connections Page 10

37 2.2 SERVICE CONNECTIONS New Jersey-American Water Company, Inc. NJAWC provides water service to approximately 2.7 million people with more than 630,000 service connections in its franchise service areas. Service connections delivering potable water from the distribution main to the customer s service line generally consist of a corporation stop, pipe lateral and a shutoff valve (curb stop) with curb box over the shutoff valve to access and protect the valve (newer installations include a meter pit where practical). Service lines are typically sized from 3/4 -inch to 12-inch in diameter. The table below shows the existing services as reported in the 2016 BPU report by material and diameter. Service lines below 1 ½ inches are typically domestic while the larger service lines have commercial and fire fighting components to them. Table NJAWC Service Laterals by Type and Diameter NJAW Services by Type and Diameter Type/Diameter < = 1.5" 2" to 3" > = 4" Total Asbestos Cement Cast Iron 19 1,153 6,988 8,1 Copper 287,610 4, ,178 Ductile Iron 6,756 6,756 Galvanized Steel 14,238 2, ,307 Lead 21,825 (5) 21,820 Lead Tube Loy Plastic 1, ,555 Polyethelene 51,528 1, ,153 Wrought Iron 1, ,585 Unknown 230, ,557 Total 9,289 9,335 13, ,615 Source: 2016 BPU Report, pg SERVICE LINE MATERIAL DESCRIPTION Current installation design: Copper Pipe - Copper is the most common type of water supply line piping, and very dependable. While very dependable, copper lines can eventually corrode if subjected to either acidic or high chloride environmental conditions or very soft supply water conditions. Polyethylene Pipe (PE) - Polyethylene pipe is typically used as service piping. Black in color, it is a flexible material that is easier to install than most other service lines and typically used in corrosive soil conditions. Section 2. Valves, Hydrants & Service Connections Page 11

38 New Jersey-American Water Company, Inc. Prior materials used: A variety of materials were used as far back as the late 1800s. Typical materials used in the past that are currently considered obsolete include: Galvanized Steel - Galvanized steel piping was widely used in the first half of the 20 th century. Galvanized steel often corrodes from the inside, which ultimately creates a source of leakage. The oxidation corrosion reduces the interior diameter of the pipe, restricting the flow of water, and usually begins leaking at threaded joints. Galvanized pipe was typically connected to the service main with a three foot section of lead pipe, which added flexibility at the connection. This lead pipe section is typically referred to as either the Goose Neck or Whip. Wrought Iron - A steel pipe installed in the 10 s, similar in properties to cast iron. Polybutylene Pipe (PB) - Polybutylene pipe is a flexible gray or blue plastic. A common problem with polubutylene is that the joints deteriorate when in contact with chlorine in the water. During the 19 s, there was a trend in using this material during construction. Lead Pipe - Lead service laterals may be found in some service piping in homes 80+ years old or in commercial construction, in both urban and suburban service areas. Tube-Loy - A metal alloy service line material which is 99.7 percent lead and was used for water service lines during World War II due to copper and steel shortages. Threaded Brass - Threaded brass is uncommon, however, it was sparingly used in residential units built before The service life is similar to that of copper pipe. Unknown This is a NJAWC classification to identify services where the material type is not known. Usually these are services installed prior to 1940 and are likely to be galvanized steel. 2.4 NEW JERSEY AMERICAN WATER SERVICE LINE REPLACEMENT PRACTICE The service line replacement is performed both during main renewal projects and under a separate street level projects strictly focused on service line replacements. Generally, service lines/connections are targeted for the replacement if: 1. Inferior service line materials exist, including but not limited to the following: a. Polybutylene (blue or grey plastic) b. Galvanized steel c. Tube-Loy (lead / copper alloy) d. Lead e. Wrought Iron 2. The area has a higher frequency of service line leaks / breaks than other areas of the district. Section 2. Valves, Hydrants & Service Connections Page 12

39 New Jersey-American Water Company, Inc. 3. The area has copper services in excess of 75-years old. Generally, the service life of copper pipe is not expected to exceed 80 years; copper services in the >75 year age cohort are likely to be a source of leakage in the near term if disturbed. 4. The area is expected to experience higher pressures due to main replacements or other system improvements. Service line replacement projects outside the scope of main replacement or paving projects are only considered when the service lines in an area are a suspected cause of non-revenue water. This is validated by using acoustic monitors or other quantifiable evidence. Service line replacement projects are also considered when service pressure and/or water quality is adversely affected by the existing performance of the service line, or if there is a high consequence of failure likely and the service lines are approaching their expected service life duration (approximately 80-years for properly installed copper service lines with neutral soil conditions). The water company portion of a service line is replaced upon discovery of a leak or break (on the NJAWCowned service). If the service line is in good condition and the cause is acute and not expected to reoccur (e.g., line hit during landscaping, etc.), then a repair is made. Also, if two service lines are adjacent (defined by a few feet in distance) and of the same vintage, NJAWC may consider replacing both if one has failed due to age. Below is Figure 2.4 which illustrates the historical service line replacement rate for the past several years. Clearly since the implementation of the DSIC program there has been a noticeable improvement in the service line replacement rate, from a high of 643 years in 2009 to a rate of under 80 years since DSIC implementation. Figure 2.4 Service Line Replacement Rate NJAW Service Replacement Rate 700 1,000,000 Replacement Rate in Years , 623, , 7, , ,000 10,000 1, Number of Services Services Replacement Rate (yrs) Services Services Total Section 2. Valves, Hydrants & Service Connections Page 13

40 2.5 HYDRANTS AND VALVES New Jersey-American Water Company, Inc. New Jersey American Water continually inspects and maintains both its nearly 45,000 hydrants and its nearly 173,000 valves within its distribution system in order to ensure the operational integrity of these assets. This maintenance is important to local operations as this pro-active program typically increases reliability, reduces failure, and extends the asset life. The failure of these assets can lead to costly repairs or replacement activities. Table NJAWC Active Hydrants and Valves NJAW Active Hydrants and Valves Operating Area Hydrants Valves Southwest 8,155 31,969 North 7,952 27,399 Central 17,182 65,080 Coastal 11,218 48,506 Total 44, ,954 New Jersey American Water s valve and hydrant inspection program schedules the inspection and operation of these system appurtenances. Valves and hydrants found to be broken and not repairable are identified in the Company s Computerized Maintenance Management System for replacement. Replacements are then scheduled in order of priority in accordance with NJAWC s prioritization model and capital planning process. New Jersey American Water's yearly Large Valve Replacement Program consists of replacing inoperable valves sized 16-inch and larger. These valves are typically located on larger diameter mains affecting large areas of the Company s distribution system and require additional coordination efforts to effect repair and replacement. The valves can also be located around or at critical production facilities, such as booster stations, reservoirs and storage tank sites. These valves can be broken in the open, closed or partially closed position, and after a thorough physical inspection, have been classified as irreparable. Valve replacements require a work plan and a coordinated effort between multiple departments to mitigate any possible adverse events during the installation of the replacement valve. To execute the more complex projects, hydraulic analysis, engineering design, permitting, event coordination, night construction during low flow periods, and bypass piping may be needed. Hydrant replacements are equally important. Replacements are generally identified during flushing operations when the hydrant or valve is damaged, piping or nozzles are corroded or the hydrant is old and undersized for the expected service. Input is also obtained from local officials and fire departments for Section 2. Valves, Hydrants & Service Connections Page 14

41 New Jersey-American Water Company, Inc. inoperable or substandard hydrant performance and included, when appropriate, in the hydrant replacement program. Below are two figures that illustrate the historical hydrants and valves replacement rate for the past several years. While the replacement rate for hydrants as shown in Figure 2.5a reveals some improvements since DSIC, the replacement rate for valves as shown in Figure 2.5b shows a dramatic improvement in the replacement rate since DSIC implementation in New Jersey. The replacement rate for hydrants generally has been under 80 years and since DSIC, has fallen to under years. The replacement rate for valves was sporadic prior to DSIC and is generally over 200 years; since DSIC was enacted, the valve replacement rate has generally been under 100 years. Figure 2.5a Hydrants Replacement Rate NJAW Hydrant Replacement Rate ,000 Replacement rate in Years , 42,9 2014, , ,000 1, Number of Hydrants Hydrant Replacement Rate (yrs) Hydrants Hydrants Total Figure 2.5b Valves Replacement Rate NJAW Valves Replacement Rate 1,0 1,000,000 Replacement Rare in Years 1,400 1,200 1, , 166, , 2, , ,000 10,000 1, Number of Valves Valves Replacement Rate (yrs) Valves Valves Total Section 2. Valves, Hydrants & Service Connections Page 15

42 New Jersey-American Water Company, Inc. Table of Contents Section 3. SOUTHWEST OPERATING AREA OVERVIEW Table Southwest Operating Area Water Systems Characteristics (2016) Table Southwest Operating Area - Summary of Mains by Material Type DISTRIBUTION SYSTEM ASSET PERFORMANCE Table 3.2 Summary of Break Rate by Material for the Southwest Operating Area in Exhibit 3.2.a - Summary of Pipe Failures by Material (2016) Exhibit 3.2.b - Summary of Main Failures by Diameter (2016) SYSTEM-SPECIFIC ISSUES INDIVIDUAL SYSTEM DESCRIPTIONS A. Delaware River Water System (PWSID NJ ) Table 3.4.A.1 - Delaware River System Water Mains Table 3.4.A.2 - Delaware River System Asset Summary Table B. Mt. Holly Water System (PWSID NJ ) Table 3.4.B.1 - Mt. Holly System Water Mains Table 3.4.B.2 - Mt. Holly System Asset Summary Table C. Homestead Water System (PWSID NJ ) Table 3.4.C.1 - Homestead System Water Mains Table 3.4.C.2 - Homestead System Asset Summary Table D. Sunbury Water System (PWSID NJ03206) Table 3.4.D.1 - Sunbury System Water Mains Table 3.4.D.2 - Sunbury System Asset Summary Table E. Vincentown Water System (PWSID NJ ) Table 3.4.E.1 - Vincentown System Water Mains Table 3.4.E.2 - Vincentown System Asset Summary Table F. Bridgeport Water System (PWSID NJ08001) Table 3.4.F.1 - Bridgeport System Water Mains Table 3.4.F.2 - Bridgeport System Asset Summary Table G. Harrison Township Water System (PWSID NJ ) Table 3.4.G.1 - Harrison Twp. System Water Mains Table 3.4.G.2 - Harrison Twp. System Asset Summary Table H. Logan Water System (PWSID NJ08002) Table 3.4.H.1 - Logan System Water Mains Table 3.4.H.2 - Logan System Asset Summary Table i

43 New Jersey-American Water Company, Inc. Table of Contents I. Penns Grove Water System (PWSID NJ ) Table 3.4.I.1 - Penns Grove System Water Mains Table 3.4.I.2 - Penns Grove System Asset Summary Table PROPOSED DSIC PROJECTS, FILING ii

44 New Jersey-American Water Company, Inc. SECTION 3. SOUTHWEST OPERATING AREA 3.1 OVERVIEW New Jersey American Water s Southwest Operating Area consists of nine (9) Public Community Water Systems in Burlington, Camden, Gloucester, and Salem Counties. These public water systems, combined, deliver approximately 52 mgd, on average, to approximately 130,000 customers. Table details the number of customers and water usage by system. Exhibit 3.1 shows the location of these service areas. Table Southwest Operating Area Water Systems Characteristics (2016) PWSID System Name Service Connections Population Served Avg Day Demand (MGD) Peak Day Demand (MGD) NJ Delaware 100, , NJ Mount Holly 14,397 38, NJ Homestead 1,152 3, NJ03206 Sunbury NJ Vincentown NJ08001 Bridgeport NJ Harrison 3,098 8, NJ08002 Logan 2,157 5, NJ Penns Grove 3,5 10, On May 21, 2015, NJAWC purchased the Haddonfield water and sewer systems. Haddonfield is included in the above table and consolidated within the Delaware River Water System and operated as one public water system since The sources of supply for this region include the Delaware River Region Water Treatment Plant and numerous well stations in Burlington, Camden, Gloucester and Salem Counties. The corrosion control strategy in the Southwest Operating Area includes ph control and the addition of phosphates as corrosion inhibitors at the Delran surface water treatment plant and groundwater well stations. Phosphates are used to inhibit the internal corrosion of water mains, to sequester iron, manganese, calcium, and magnesium, and to improve the quality of water in the distribution system by preventing scale deposits and tuberculation. Orthophosphate, added at the surface water treatment plant, inhibits corrosion by reacting with dissolved minerals in the water to form a thin coating or film on the inner surface of the pipe that is exposed to the treated water. Blended poly phosphates are added at most well facilities in order to sequester soluble Section 3. Southwest Operating Area Page 17

45 New Jersey-American Water Company, Inc. metals found in the groundwater. The two forms of phosphate addition (orthophosphate and blended poly phosphates) are meant to work together to provide corrosion control while also reducing discoloration and scaling from groundwater. The Southwest Operating Area average non-revenue water usage for 2014 was 4.2%. Routine maintenance, flushing, leak detecting, valve exercising and meter replacement occur on an ongoing basis. The treated water from New Jersey American Water s sources of supply is conveyed to customers through approximately 1,800 miles of distribution mains, with sections dating back to the pre-10 period. Water mains were manufactured and installed over many decades, resulting in a wide variety of materials, pipe sizes and joint types. The type of water main installed was based on the predominant pipe material available at the time. Table 3.1.2, below, provides a summary of the material and diameter of the assets that continue to provide service. Table Southwest Operating Area - Summary of Mains by Material Type Southwest Operating System All PWSID's Miles of Main by Diameter Group Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Grand Total , , DISTRIBUTION SYSTEM ASSET PERFORMANCE The useful life of mains, valves, hydrants and service connections varies based on materials, environment, internal and external corrosion rate, internal and external forces, ground freezing and thawing cycles, groundwater levels, soil conditions and many other factors. As the water systems age there is a need to renew infrastructure to ensure safety and reliability, improve system flows and water pressure, protect water quality, promote conservation and reduce non-revenue water. The performance of mains and deterioration rate can be shown by monitoring the break frequency. Table 3.2 and Exhibit 3.2.a, below, provide a summary of repairs by material and type of break in the Southwest Operating Area during Section 3. Southwest Operating Area Page 18

46 New Jersey-American Water Company, Inc. Table 3.2 Summary of Break Rate by Material for the Southwest Operating Area in 2016 Southwest District Total Asbestos Ductile Other District Cast Iron PCCP Plastic Cement Iron Metallic Total Miles of Main ,761 Main Failures Failures per Mile Table 3.2 illustrates the highest break rate frequency in this operating area occurs on cast iron, and other metallic pipe. The highest rate had been occurring on older PVC installed in the Penns Grove system which in the past few years have been addressed and significantly reduced the break rate for Plastic (or PVC) from nearly 1 break per mile per year (bmy) to 0.1 bmy. There is also a significant area within Burlington County that has stove pipe, a cement pipe wrapped in a thin galvanized steel overlay (or other metallic) with an overall break rate of 1.77 bmy. This pipe material is prone to aggressive external corrosion which results in frequent failure and cannot be repaired. The cast iron mains installed in the first half of the past century are the largest subset of NJAWC water mains that are experiencing increased failure rates. These mains are targeted for accelerated rehabilitation and replacement in the DSIC program. Section 3. Southwest Operating Area Page 19

47 New Jersey-American Water Company, Inc. Exhibit 3.2.a - Summary of Pipe Failures by Material (2016) Exhibit 3.2.a highlights that the greatest number of water main failures in the Southwest Operating Area is associated with cast iron water mains. Most cast iron pipes fail because of a combination of factors that include external loading, internal pressure, manufacturing flaws and corrosion damage. The greatest cause of failure seen in these mains is circular or circumferential cracking, where the pipe splits in a circle across its diameter. Circular failures are usually the result of settlement of the pipe due to erosion of the pipe bedding. The cause of the settlement is normally the result of a small pinhole or joint leak caused by corrosion or external loads that can gradually wash away the bedding supporting the water main and cause the water main to be unevenly supported, resulting in a circular break. Circular breaks are also noted in increased frequency when there is change in water temperature and attributed to thermal stress within the pipe. Other common types of failures include: bell splitting, consisting of a longitudinal break starting at the bell; corrosion pitting (pinholes, deterioration, or blow outs); longitudinal cracking (stress), where the pipe breaks along its length; or physical damage caused by outside influences. Section 3. Southwest Operating Area Page 20

48 New Jersey-American Water Company, Inc. Exhibit 3.2.b - Summary of Main Failures by Diameter (2016) Table 3.2. and Exhibit 3.2.a show the cause of water main failures by break rate, material type, and cause of failure. Exhibit 3.2.b details the number of breaks in the Southwest Operating Area by diameter. When viewed together, these illustrate that the majority of pipe failures in 2016 were cast iron mains, 8 inch or smaller, installed in the first half of the twentieth century. 3.3 SYSTEM-SPECIFIC ISSUES The DSIC program for this area will accelerate replacement of undersized mains, older mains manufactured from obsolete materials, and mains with high break rate frequencies. The Southwest Operating Area includes sections of the City of Camden (the northwest portion of the City) and Pennsauken, which have old, smaller diameter water mains. Areas of Pennsauken also contain asbestos cement mains that have been experiencing increased main failures over the past few years. A major roadway, US Rt. 130, which is an artery running through Pennsauken, leading to the Ben Franklin Bridge and the City of Philadelphia, has experienced main failures, creating significant traffic detours and delays. During the 19 s, a large number of developments were constructed in the Southwest Operating System. These developments, many in Cherry Hill and Gloucester Townships in Camden County, along with Delran and Cinnaminson Townships in Burlington County, account for a major percentage of the main repairs in the service area. As an example, a 19's installation in Delran Township experienced 15 main failures within a 4,000+ foot length of main in a single roadway, or a main failure approximately every 300 feet. The Section 3. Southwest Operating Area Page 21

49 New Jersey-American Water Company, Inc. failing mains were predominantly cast iron lined mains and could be a result of installation practices and undesirable soil conditions at the time of construction. The Palmyra/Riverton distribution system in Burlington County has stove pipe in need of replacement. Stove pipe is a fragile clay-type material encapsulated in a thin layer of tin, riveted and welded at the seams. This pipe has been subject to many main leaks over the years, which can best be described as costly blowouts causing significant roadway damage, along with a high number of water quality customer complaints. The age of the pipe varies from the 1880's to the very early 10's, installed at shallow depths of 3 to 3.5 ft. Main breaks on these pipes are a common source of complaints from municipalities about roadway and property damage. Also in Burlington County, the municipalities of Mt. Holly, Riverside, Delanco and Edgewater Park contain small-diameter unlined cast iron piping, some dating back to the 1870's, attributing to fire flow and water quality issues. In the Camden County area, along the White Horse Pike (US. RT 30), and Black Horse Pike (US RT 168), the municipalities of Audubon, Oaklyn, Haddon Heights, Runnemede and others have undersized old lead joint piping. In 2007, NJAWC acquired the water system of Mt. Ephraim, Camden County. The majority of its piping consists of old unlined cast iron lead joint mains. This system has main leak and fire flow issues. In the same year, NJAWC also acquired the Penns Grove Operating System in Salem County. This system contains a number of old, small, undersized mains with dead ends that need to be looped in. The Carneys Point section of this system has a number of 2-inch and smaller mains, with 8 to 10 customers being feed from these single small mains, in some instances. A list of DSIC-eligible projects proposed to be completed between 2018 and 2020 is shown in Table 3.5. Most of the projects consist of replacement of water mains from the early- to mid-10 s in the various water systems in the Southwest Operating Area. These mains have flow issues, leaks and undersized pipe which, once replaced, will provide customers with improved system flows and pressures, enhanced water quality and improved safety and reliability while increasing conservation by reducing leaks and main breaks. 3.4 INDIVIDUAL SYSTEM DESCRIPTIONS A. DELAWARE RIVER WATER SYSTEM (PWSID NJ ) System Description New Jersey American Water s Delaware River System (DRS) is a regional public water system serving franchise and bulk sale customers in southwestern New Jersey, covering Burlington, Camden, Gloucester, Section 3. Southwest Operating Area Page 22

50 New Jersey-American Water Company, Inc. and portions of Salem Counties. The DRS has four separate NJAWC franchise service areas that provide water service to all or parts of 40 municipalities in Burlington, Camden, Gloucester, and Salem Counties. The DRS also provides bulk water supplies to other 24 public community water systems in the region through bulk water sales agreements (WSA). The Delaware River Regional Water Treatment Plant (DRRWTP) in Delran and the regional transmission pipeline provide: a) a replacement supply for Critical Area 2 groundwater diversion reductions/limits, and b) supply augmentation for growth in the region. NJAWC s franchise service areas in Burlington and Camden Counties were interconnected with the regional pipeline and began receiving surface water supplies in April NJAWC s City of Camden service area was subsequently connected to the regional pipeline in late NJAWC received the franchise to serve the Rowan Technology Park in Gloucester County in The regional transmission main was extended to the NJAWC-Bridgeport and NJAWC-Logan Systems in Gloucester County in December Subsequently, an interconnecting pipeline was installed from the Logan System to NJAWC s Penns Grove System in Salem County in September Demand The average and maximum daily demands of the DRS are 44 MGD and 52 MGD, respectively. These demands include 14.4 MGD of bulk sales in 2016 and supply transfers to other systems, including some NJAWC systems. Source of Supply & Production In addition to the DRRWTP, NJAWC also diverts groundwater from various Coastal Plain aquifers. There are 65 wells treated at twenty-one active production well stations located throughout the franchise areas within Burlington and Camden Counties. The current conjunctive annual source of supply for the DRS is approximately % surface water and 40% groundwater. The DRRWTP typically provides an average of 22 to 25 MGD while the local groundwater sources provide approximately 17 MGD. The majority of the groundwater supply is within NJDEP s Critical Area 2. With the reduced capacity available from ground water sources due to water quality concerns, the current (June 2017) total available system capacity is approximately 76 (75.8) MGD with an overall system reliable or firm capacity of 72.6 MGD. Section 3. Southwest Operating Area Page 23

51 New Jersey-American Water Company, Inc. Distribution & Storage The distribution system network has multiple pressure gradients. The system has a total of twenty-three tanks for distribution storage. There are approximately 1,300 miles of main ranging in size from 2-inch to 54-inch diameter, as shown in Tables 3.4.A.1 and 3.4.A.2. Table 3.4.A.1 - Delaware River System Water Mains Delaware NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Grand Total , ,333.2 Note: due to rounding, not all the totals will sum. Table 3.4.A.2 - Delaware River System Asset Summary Table Delaware Water System PWSID NJ Miles of Main 1,333 Hydrants 5,743 Valves 24,070 Service Connections 100,865 B. MT. HOLLY WATER SYSTEM (PWSID NJ ) System Description The Mt. Holly System is a public water system located in Burlington County, serving portions of Mansfield, Westampton, Eastampton, Hainesport, Lumberton, and Mount Holly Townships. Source of Supply & Production The supply for the Mt. Holly System includes three groundwater stations (Mansfield, Woodlane and Green Street) and a regional interconnection with the Delaware River System. All three well stations employ iron removal treatment. Five wells treated at the Woodlane Avenue and Green Street Stations are within Critical Section 3. Southwest Operating Area Page 24

52 New Jersey-American Water Company, Inc. Area 2. The third well station, Mansfield, lies outside of the Critical Area 2 boundary. This station treats seven wells drilled into the Middle PRM aquifer. The maximum diversion rate is 5,0 gpm. The regional supply interconnection is located near Marne Highway. The Mt. Holly System firm capacity is MGD including 3 MGD transfer from the Delaware River Regional Pipeline. Bulk water is sold to Medford Township pursuant to a Commodity Demand agreement currently set at 0.6 MGD. Distribution & Storage The distribution system operates as two gradients. The system has three tanks for a total of MG of distribution storage. The system consists of approximately 215 miles of main ranging in size from 1-inch to 36-inch, as shown in Tables 3.4.B.1 and 3.4.B.2, below. Table 3.4.B.1 - Mt. Holly System Water Mains Mount Holly NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Grand Total Note: Due to rounding, not all the totals will sum. Table 3.4.B.2 - Mt. Holly System Asset Summary Table Mt. Holly System PWSID NJ Miles of Main 215 Hydrants 1,186 Valves 4,231 Service Connections 14,397 Section 3. Southwest Operating Area Page 25

53 New Jersey-American Water Company, Inc. C. HOMESTEAD WATER SYSTEM (PWSID NJ ) System Description The Homestead System is located in Burlington County and provides water service to a portion of Mansfield Township. Other sections of Mansfield Township are served by the Mt. Holly System. Source of Supply & Production The Homestead service area supply consists of two groundwater wells with one treatment plant. The two wells are drilled into the Upper Potomac-Raritan-Magothy aquifer. Both wells are located within the Critical Area 2 Threatened Zone. This system was interconnected with the Mt. Holly System in February 2006, via an interconnection on Petticoat Bridge Road on the northeastern part of the system. Distribution & Storage The distribution system operates as one gradient. The system consists of 12 miles of main ranging in size from 4-inch to 12-inch as shown on Tables 3.4.C.1 and 3.4.C.2, below. Homestead has one standpipe with a capacity of 450,000 gallons. Table 3.4.C.1 - Homestead System Water Mains Homestead NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Ductile Iron Grand Total Table 3.4.C.2 - Homestead System Asset Summary Table Homestead System PWSID NJ Asset Summary Table Miles of Main 12 Hydrants 77 Valves 247 Service Connections 1,152 Section 3. Southwest Operating Area Page 26

54 New Jersey-American Water Company, Inc. D. SUNBURY WATER SYSTEM (PWSID NJ03206) System Description The Pemberton-Sunbury System is a public water system located in Pemberton Township, Burlington County, New Jersey. The Pemberton-Sunbury System provides water service to Sunbury Village within Pemberton Township. Source of Supply & Production The supply for the Pemberton-Sunbury System includes one well drilled into the Mt. Laurel-Wenonah aquifer and a 150 gpm emergency interconnection with Pemberton Borough Water System. Distribution & Storage The distribution system operates as one gradient. The system consists of a 0.15 MG tank and 4 miles of main ranging in size from 2-inch to 12-inch. Table 3.4.D.1 - Sunbury System Water Mains Sunbury NJ03206 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Ductile Iron Grand Total Table 3.4.D.2 - Sunbury System Asset Summary Table Sunbury/ Pemberton System PWSID NJ03206 Miles of Main 4 Hydrants 17 Valves 57 Service Connections 347 E. VINCENTOWN WATER SYSTEM (PWSID NJ ) System Description The Vincentown System is a public water system located in Southampton Township, Burlington County, New Jersey. The Vincentown System provides water service to a portion of Southampton Township. Section 3. Southwest Operating Area Page 27

55 New Jersey-American Water Company, Inc. Source of Supply & Production The Vincentown System has two wells drilled into the Mount Laurel Wenonah Formation. Distribution & Storage The system is operated as one gradient. The system consists of one tank and 3 miles of main ranging in size from 2-inch to 12-inch. Table 3.4.E.1 - Vincentown System Water Mains Vincentown (Southampton) NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Table 3.4.E.2 - Vincentown System Asset Summary Table Vincentown System PWSID NJ Miles of Main 3 Hydrants 32 Valves 98 Service Connections 230 F. BRIDGEPORT WATER SYSTEM (PWSID NJ08001) System Description The Bridgeport System is a public water system located in Gloucester County, southeast of the Commodore Barry Bridge. The Bridgeport System provides water service to the eastern part of Logan Township. Formerly owned by the Penns Grove Water Supply Company, NJAWC acquired and assumed operations of the Bridgeport System in November Section 3. Southwest Operating Area Page 28

56 New Jersey-American Water Company, Inc. Source of Supply & Production The Bridgeport System has historically relied upon ground water from two wells located at its Railroad Avenue Station. Both wells have rated capacities of 225 gpm, with drawing water from the Magothy (Upper) portion of the Potomac-Raritan-Magothy aquifer. In September 2009, New Jersey American Water constructed an interconnection with the Delaware River System s Regional Transmission Main, and the Bridgeport System began receiving supplemental surface water supplies. This interconnection, located near the intersection of Hendrickson Mill Road and Swedesboro-Paulsboro Road, provided additional supply and system reliability. Distribution & Storage The distribution system is operated as one hydraulic gradient. The system includes three elevated tanks used for distribution, storage and equalization. There are 13 miles of main ranging in size from 1.5-inch to 16-inch. Table 3.4.F.1 - Bridgeport System Water Mains Bridgeport NJ08001 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Unlined Ductile Iron Plastic Grand Total Note: Due to rounding, not all the totals will sum. Table 3.4.F.2 - Bridgeport System Asset Summary Table Bridgeport System PWSID NJ08001 Miles of Main 13 Hydrants 71 Valves 188 Service Connections 331 Section 3. Southwest Operating Area Page 29

57 New Jersey-American Water Company, Inc. G. HARRISON TOWNSHIP WATER SYSTEM (PWSID NJ ) System Description The Harrison System is a public water system located in Gloucester County, southeast of New Jersey Turnpike Exit 2. The Harrison System provides water service to the village of Mullica Hill and other areas of Harrison Township. Formerly owned by South Jersey Water Company, NJAWC acquired and assumed operations of the Harrison System in November Source of Supply & Production The Harrison System supply is comprised of three groundwater stations and includes two interconnections with the DRRWTP pipeline. Five wells drilled in the Magothy (Upper) portion of the Potomac-Raritan- Magothy aquifer are within Critical Area 2 restrictions. In February 2006 NJAWC constructed an interconnection with the Delaware River System s Regional Transmission Main. This initial interconnection is located near the intersection of Heilig Road and Aura Road in the northeastern part of the system. A second interconnection located in the northwest corner of the system on Tomlin-Station Road became operational in November Distribution & Storage The distribution system operates as one gradient. The system includes on one standpipe and one ground storage reservoir for distribution storage. There are 64 miles of main ranging in size from 2-inch to 16-inch. Table 3.4.G.1 - Harrison Twp. System Water Mains Harrison NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Lined Cast Iron Unlined Ductile Iron Plastic Grand Total Note: Due to rounding, not all the totals will sum. Section 3. Southwest Operating Area Page 30

58 New Jersey-American Water Company, Inc. Table 3.4.G.2 - Harrison Twp. System Asset Summary Table Harrison System PWSID NJ Miles of Main 64 Hydrants 432 Valves 1,147 Service Connections 3,098 H. LOGAN WATER SYSTEM (PWSID NJ08002) System Description The Logan System is a public water system located in Gloucester County, southwest of the Commodore Barry Bridge. The Logan System was acquired by NJAWC in May The service area includes portions of Logan Township and a small portion of Woolwich Township. The Logan system also provides bulk sales to Aqua New Jersey (0.49 MGD) for its Woolwich System. Source of Supply & Production The supply for the Logan System consists of three groundwater stations: Birch Creek, Pureland and Beckett Stations. These stations provide iron removal treatment for five wells drilled in the Magothy (Middle) portion of the Potomac-Raritan-Magothy aquifer. Distribution & Storage The distribution system operates as two pressure gradients with two storage tanks. The Logan Main Gradient is the primary pressure gradient. The Commodore Rt. 295 Gradient is a smaller gradient. The Pedricktown Gradient in the Penns Grove System was interconnected with the Logan Main Gradient in The system is comprised of approximately 50 miles of main ranging in size from 4-inch to 16-inch as shown in Tables 3.4.H.1 and 3.4.H.2. Section 3. Southwest Operating Area Page 31

59 New Jersey-American Water Company, Inc. Table 3.4.H.1 - Logan System Water Mains Logan NJ08002 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Note: Due to rounding, not all the totals will sum. Table 3.4.H.2 - Logan System Asset Summary Table Logan System PWSID NJ08002 Miles of Main 48 Hydrants 237 Valves 757 Service Connections 2,157 I. PENNS GROVE WATER SYSTEM (PWSID NJ ) System Description The Penns Grove System is a public water system located in Salem County, northeast of the Delaware Memorial Bridge. The Penns Grove System provides water service to Carney s Point and Oldman s Townships. Formerly owned by the Penns Grove Water Supply Company, NJAWC acquired and assumed operations of the Penns Grove System in November The Oldman s Township (Pedricktown) part of the Penns Grove System was recently interconnected with the Logan System in October This has resulted in approximately 330 customers and associated demands being shifted to the Logan System Main Pressure Gradient. Source of Supply & Production The Penns Grove System has two groundwater stations with seven wells. There are four wells at the Ranney Station: three wells drilled in the Magothy (Upper) portion of the Potomac-Raritan-Magothy (PRM) Section 3. Southwest Operating Area Page 32

60 New Jersey-American Water Company, Inc. aquifer, and one well drilled in the Potomac (Lower) portion of the PRM aquifer. There are three wells at the Layton Station: two wells drilled in the Magothy (Upper) portion of the PRM aquifer, and one well drilled in the Potomac (Lower) portion of the PRM aquifer. In 2014, a new water treatment plant was placed in service at the Ranney Station to treat both the Ranney and Layton wellfields comprising iron and manganese removal followed by granular activated carbon adsorption for the removal of trace organics (PFC). The regional water supplies began to supplement the Penns Grove System at the end of Through the Pedricktown Booster Station, supplemental water supply is conveyed from the Logan System (which receives surface water supplies from the Delaware River System) to the Penns Grove System. The Penns Grove System firm capacity is MGD including a 0.2 MGD transfer from the Logan System. Distribution & Storage With the Oldman s Township (Pedricktown) part of the Penns Grove System now interconnected with the Logan System, the only remaining pressure gradient is the Penns Grove Main gradient. The system consists of six tanks and approximately 70 miles of main ranging in size from 1-inch to 16-inch in diameter. Table 3.4.I.1 - Penns Grove System Water Mains Penns Grove (Carneys Point) NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Note: Due to rounding, not all the totals will sum. Table 3.4.I.2 - Penns Grove System Asset Summary Table Penns Grove System PWSID NJ Miles of Main 68 Hydrants 3 Valves 1,174 Service Connections 3,5 Section 3. Southwest Operating Area Page 33

61 New Jersey-American Water Company, Inc. 3.5 PROPOSED DSIC PROJECTS, FILING A total of approximately 480 pipeline projects have been identified in the Southwest Operating Area and are listed in Appendix C to this filing. Eighty (80) of these projects have been identified as high priority projects and are proposed to be completed between 2018 and 2020, as shown in Table 3.5, below. The scope and location of the identified projects are presented in this section. Due to pipe size and condition, and individual project scope, fewer than 10 of these projects presented an opportunity for the non-structural Standard Cleaning and Lining renewal method. Section 3. Southwest Operating Area Page 34

62 Legend Service Area Bridgeport Burlington/Camden Penns Grove Harrison Homestead Logan Mt Holly Sunbury Vincentown µ COUNTY CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN CAMDEN MUNICIPALITY SERVED Audubon Borough Barrington Borough Bellmawr Borough Camden City Cherry Hill Township Clementon Borough Gibbsboro Township Gloucester Township Haddon Heights Borough Haddon Township Haddonfield Borough Hi-Nella Borough Laurel Springs Borough Lawnside Borough Lindenwold Borough Magnolia Borough Mount Ephraim Borough Oaklyn Borough Pennsauken Township Runnemede Borough Somerdale Borough Stratford Borough Voorhees Township COUNTY BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON BURLINGTON MUNICIPALITY SERVED Beverly City Burlington Township Cinnaminson Township Delanco Township Delran Township Eastampton Township Edgewater Park Township Hainesport Township Lumberton Township Mansfield Township Maple Shade Township Mount Holly Township Mount Laurel Township Palmyra Borough Pemberton Township Riverside Township Riverton Borough Southampton Township Springfield Township Westampton Township COUNTY GLOUCESTER GLOUCESTER GLOUCESTER GLOUCESTER GLOUCESTER SALEM SALEM SALEM MUNICIPALITY SERVED East Greenwich Township Harrison Township Logan Township Mantua Township Woolwich Township Carneys Point Township Oldmans Township Penns Grove Borough BURLINGTON New Jersey American Water Southwest Operating Area Exhibit 3.1 GLOUCESTER CAMDEN SALEM

63 New Jersey American Water, Inc. Table DSIC Priority Projects (Southwest Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 111 Southwest Operating Area AUDUBON Audubon South Lecato Avenue East Pine Street to HAU 129 $ 180,000 Replace 1,500 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2017Q4 Audubon West Pine Street Wyoming Avenue (CR 653) to Amhurst AUDUBON 5316 Southwest Operating Area Road $ 7,500 Replace 2,950 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 2017Q4 108 Southwest Operating Area AUDUBON Audubon South Barrett Avenue East Pine Street to Blow Off $ 266,000 Replace 1,400 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q4 AUDUBON Audubon South Logan Avenue and South Haviland Avenue East Pine Street to East Merchant Street / East Graisbury Avenue (CR 645) to 110 Southwest Operating Area End of Roadway $ 361,000 Replace 1,0 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q4 Audubon Chestnut Street Edgewood Avenue to West Atlantic AUDUBON 417 Southwest Operating Area Avenue (CR 744) $ 570,000 Replace 3,000 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q4 Audubon Chestnut Street Edgewood Avenue to West Atlantic AUDUBON 5313 Southwest Operating Area Avenue (CR 744) $ 570,000 Replace Ductile Iron 1920's 2 Cast Iron Water Quality 2020Q Southwest Operating Area AUDUBON Audubon Avenue Between Hampshire Avenue to Oswego Avenue $ 450,000 Replace 2,267 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 Sullivan Avenue, Lake Drive, Vaughn Avenue, Old Kings Hwy, Beaver BELLMAWR 7672 Southwest Operating Area Drive, Leed Avenue $ 825,000 Replace 4,350 8 Ductile Iron AC Safety and Reliability/Structural 2017Q4 Marlton Avenue, Berwick Avenue, Morse St, Sewell Street, CAMDEN 7556 Southwest Operating Area Westminster Avenue $ 350,000 Replace 1,735 8 Ductile Iron 10 6 CI System Flows and Pressure 2017Q4 Camden Howell St, 21st St, 22nd St, 23rd St, 24th St, 25th St, 26th St, CAMDEN 7648 Southwest Operating Area Saunders St $ 1,200,000 Replace 6,118 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Southwest Operating Area CAMDEN Camden North 37th Street Westfield Avenue to Jersey Avenue $ 228,000 Replace 1,200 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q Southwest Operating Area CAMDEN Camden North 38th Street Westfield Avenue to Jersey Avenue $ 228,000 Replace 1,200 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q Southwest Operating Area CAMDEN Camden Jersey Avenue North 36th Street to North 38th Street $,000 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Q Southwest Operating Area CAMDEN Camden North 31st Street Hayes Avenue to Harrison Avenue $ 342,000 Replace 2,000 8 Ductile Iron 10's 4 Cast Iron Relocation/Opportunity 2020Q4 71 Southwest Operating Area CARNEYS POINT Carneys Point Shell Rd $ 750,000 Replace 4, Ductile Iron CI Relocation/Opportunity 2018Q Southwest Operating Area CARNEYS POINT Carneys Point Birch Street Coolidge Avenue to Center Street $ 66,500 Replace Ductile Iron 2000's 1.25 PVC System Flows and Pressure Q4 Carneys Point South Dupont Avenue and Georgetown Road (CR 629) CARNEYS POINT 7638 Southwest Operating Area Between Harding Highway (RT 48) to A Street $ 1,100,000 Replace 4, Ductile Iron CI Safety and Reliability/Structural 2020Q Southwest Operating Area CHERRY HILL Cherry Hill Bentwood Drive $ 1,000 Replace Ductile Iron 19 8 CI Relocation/Opportunity 2017Q Southwest Operating Area CHERRY HILL Cherry Hill Kresson Road, Willard Road, Elmhurst Road $ 850,000 Replace 3, Ductile Iron 19 6 CI Relocation/Opportunity 2017Q Southwest Operating Area CHERRY HILL Hickory Lane, Bamford Ct, Sandringham Place $ 125,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 2017Q4 Cherry Hill West / East Miami Avenue Berkshire Avenue to CHERRY HILL 327 Southwest Operating Area Edgemoor Road $ 722,000 Replace 3,800 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 2020Q4 Cherry Hill Morris Drive and Morris Place Larkspar Road to CHERRY HILL 335 Southwest Operating Area Springdale Road $ 794,200 Replace 4,180 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 2020Q Southwest Operating Area CHERRY HILL Cherry Hill Briar Road Off of Brookmead Drive $ 27,000 Replace Ductile Iron Safety and Reliability/Structural Q4 Cherry Hill Partidge Lane EAST Cropwell Road (CR 675) to Pawtucker CHERRY HILL 7173 Southwest Operating Area Drive; Partidge Court $ 63,500 Replace 3,4 8 Ductile Iron System Flows and Pressure 2020Q Southwest Operating Area CHERRY HILL Cherry Hill Partidge Lane WEST Pawtucker Drive to Brick Roa $ 475,000 Replace 2,500 8 Ductile Iron Safety and Reliability/Structural 2020Q4 Cherry Hill Rymill Run; Rymill Terrace; Rymill Place Partidge Lane to CHERRY HILL 7178 Southwest Operating Area Partidge Lane $ 350,400 Replace 2,920 8 Ductile Iron Safety and Reliability/Structural 2020Q Southwest Operating Area CHERRY HILL Cherry Hill Pimlico Place Narragansett Drive to End of Roadway $ 30,000 Replace Ductile Iron Safety and Reliability/Structural Q4 Cherry Hill Brookfield Rd, Greenbrook Rd, Maplewood Court, CHERRY HILL 7543 Southwest Operating Area Glenview Place, Pinebrook Rd $ 650,000 Replace 3,870 8 Ductile Iron AC Relocation/Opportunity 2020Q4 75 Southwest Operating Area CINNAMINSON Taylors Ln $ 375,000 Replace 1, Ductile Iron 19 8 AC Relocation/Opportunity 2017Q Southwest Operating Area DELRAN Drexel Ave & Geneva St $ 350,000 Replace 2,012 8 Ductile Iron AC Relocation/Opportunity 2017Q4 72 Southwest Operating Area HADDON HEIGHTS Haddon Heights First Avenue, Crest Avenue, E High St $ 665,000 Replace 3,559 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Haddon Heights Chestnut Ave, Cedar Ave, Maple Ave, Lake St, HADDON HEIGHTS 7623 Southwest Operating Area Bellmawr ave, Oak Ave, Glenside Ave, Devon Ave, Glenview Ave $ 2,000,000 Replace 9,513 8 Ductile Iron CI System Flows and Pressure 2019Q Southwest Operating Area HADDONFIELD Haddonfield Cleaning and Lining 2018 $ 2,200,000 Rehab 8,500 8 Other CI Safety and Reliability/Structural 2018Q4 Harrison Twp Donna Dr / Carolina Dr / Pennsville Pedricktown Rd / HARRISON TWP 70 Southwest Operating Area Perkintown Rd $ 1,200,000 Replace 5, Ductile Iron 10 8 CI Relocation/Opportunity 2018Q4 352 Southwest Operating Area HI NELLA HiNella Pawnee Road Minnetonka Road to Wykagyl Road $ 95,000 Replace Ductile Iron 19's 2 Galvanized Steel Safety and Reliability/Structural 2020Q Southwest Operating Area LINDENWOLD Lindenwold Pinegrove Ave, Monroe Ave, Wallace Ave $ 380,000 Replace 1,876 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q4 Lindenwold Aston Martin Dr, Bentley Road, Mercedes Road, Lancia LINDENWOLD 73 Southwest Operating Area Pl, Delahaye Rd, Thunderbird Road, Healey Place $ 1,500,000 Replace 7,745 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Southwest Operating Area LINDENWOLD Lindenwold Columbis Avenue Lake Blvd to Wade Avenue $ 95,000 Replace Ductile Iron 1970's 6 Ductile Iron System Flows and Pressure 2020Q Southwest Operating Area MAGNOLIA Magnolia Warwick Atlantic Ave Railroad Crossing $ 200,000 Replace Ductile Iron AC Safety and Reliability/Structural Q4 401 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Caley Ave Ridge Ave to Cedar St $ 180,000 Replace 9 8 Ductile Iron CI System Flows and Pressure 2017Q4 Mount Holly Smith Lane & Holly Lane Burlington Mt Holly Road to MOUNT HOLLY TWP 7646 Southwest Operating Area Woodpecker Lane $ 1,0,000 Replace 8,374 8 Ductile Iron AC Safety and Reliability/Structural 2019Q1 Mount Holly Tinker Drive & Smith Lane Woodpecker Lane to MOUNT HOLLY TWP 7647 Southwest Operating Area Woodlane Road $ 1,300,000 Replace 6,712 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Southwest Operating Area MOUNT HOLLY TWP Mt Holly Sunset Drive $ 400,000 Replace 1, Ductile Iron Safety and Reliability 2020Q4 Mount Holly Woodlane Road (WEST) Between High Street (CR 561) MOUNT HOLLY TWP 7525 Southwest Operating Area to Front Street $ 1,300,000 Replace 5, Ductile Iron System Flows and Pressure 2020Q Southwest Operating Area MOUNT HOLLY TWP Mount Holly Rancocas Road (CR 626) *EAST* and Brown Street $ 500,000 Replace 2,4 12 Ductile Iron 10 4 CI Safety and Reliability/Structural 2020Q Southwest Operating Area MT EPHRAIM Mt Ephraim Ave, Gloucester Ave, Warrington Ave, James St $ 410,000 Replace 2, 8 Ductile Iron CI System Flows and Pressure 2017Q4 Mount Ephraim East Buckingham Avenue Hill Avenue to End of MT EPHRAIM Southwest Operating Area Roadway $ 45,000 Replace Ductile Iron System Flows and Pressure 2020Q4 363 Southwest Operating Area OAKLYN Oaklyn Kendall Blvd Black Horse Pike to Goff Avenue $ 413,000 Replace 2,700 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2017Q Southwest Operating Area OAKLYN Oaklyn Congress Avenue Manor Avenue to Kendall Blvd $ 150,100 Replace 7 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2017Q4 Page 1 of 2

64 New Jersey American Water, Inc. Table DSIC Priority Projects (Southwest Operating Area) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5729 Southwest Operating Area OAKLYN Oaklyn Kendall Blvd West Holly Avenue to Congress Avenue $ 201,400 Replace 1,0 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2017Q Southwest Operating Area OAKLYN Oaklyn Kendall Blvd Goff Avenue to West Holly Ave $ 480,000 Replace 2,500 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 2017Q Southwest Operating Area OAKLYN Oaklyn Reading Avenue Hillcrest Avenue to Manheim Avenue $ 266,000 Replace 1,334 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 2017Q4 79 Southwest Operating Area OAKLYN Oaklyn Manheim Avenue & Beechwood Avenue $ 375,000 Replace 2,012 8 Ductile Iron CI Safety and Reliability/Structural 2017Q Southwest Operating Area OAKLYN Oaklyn Manor Ave & W Holly Ave $ 525,000 Replace 2,400 8 Ductile Iron CI Safety and Reliability/Structural 2017Q4 77 Southwest Operating Area OAKLYN Oaklyn Harding Ave, Eden Ave, Goff Ave, Washington Ave $ 7,000 Replace 3,918 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 78 Southwest Operating Area OAKLYN Oaklyn W Clinton Ave, Woodland Terrace, & Goff Ave $ 380,000 Replace 2,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Southwest Operating Area OAKLYN Oaklyn Manor Ave, Landis Ave, West Oakland Avenue $ 450,000 Replace 2,215 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Southwest Operating Area OAKLYN Oaklyn Landis Ave, Bryant Ave, Walnut Ave, Oakland Ave $ 650,000 Replace 3,403 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Oaklyn West Holly Avenue, West Cedar Avenue, Spruce Avenue, OAKLYN 7612 Southwest Operating Area Maple Avenue $ 650,000 Replace 3,315 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Southwest Operating Area OAKLYN Oaklyn Capital Avenue North White Horse Pike to Newton Avenue $ 95,000 Replace Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural 2020Q4 505 Southwest Operating Area PALMYRA Palmyra West 5th Street Arch Street to Weart Blvd $ 218,500 Replace 1,150 8 Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 2020Q4 520 Southwest Operating Area PALMYRA Palmyra Pear Street Walnut Street to Filbert Street $ 105,000 Replace Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 2020Q Southwest Operating Area PALMYRA Palmyra Lincoln Avenue East Broad Street to 7th Street $ 323,000 Replace 1,700 8 Ductile Iron Pre 10 8 Cement System Flows and Pressure 2020Q Southwest Operating Area PENNS GROVE Penns Grove Cleaning and Lining 2018 $ 2,000,000 Rehab 8,500 8 Other CI Safety and Reliability/Structural 2018Q4 Penns Grove Mary Street and John Street South Broad Street to PENNS GROVE 388 Southwest Operating Area Main Street $ 228,000 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 2020Q4 Penns Grove West Harmony Avenue Delaware Avenue to North PENNS GROVE 5353 Southwest Operating Area Broad Street $ 475,000 Replace 2, Ductile Iron 10's 4 Cast Iron System Flows and Pressure 2020Q Southwest Operating Area PENNSAUKEN Pennsauken Forrest Avenue, Sharon Terrace, Pitman Avenue $ 315,000 Replace 1,611 8 Ductile Iron AC Safety and Reliability/Structural 2019Q1 364 Southwest Operating Area PENNSAUKEN Pennsauken Route 130 Marlton Pike to Homestead Avenue $ 494,000 Replace 2,0 8 Ductile Iron 1930's 8 Cast Iron Safety and Reliability/Structural 2020Q Southwest Operating Area PENNSAUKEN Pennsauken Roosevelt Avenue King Ave to Garfield Avenue $ 155,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Southwest Operating Area RIVERSIDE Riverside Heulings Avenue New Jersey Avenue to Washington Street $ 494,000 Replace 2,0 8 Ductile Iron 1930's 4 Cast Iron Water Quality 2020Q Southwest Operating Area RIVERTON Riverton 10th Street $,000 Replace 5 8 Ductile Iron 19 6 AC Water Quality 2020Q Southwest Operating Area SOMERDALE Sunset Drive $ 140,000 Replace Ductile Iron AC Relocation/Opportunity 2017Q4 369 Southwest Operating Area SOMERDALE Somerdale Somerdale Road Under railroad crossing $ 40,000 Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability Q4 Sunnybrook Road, Sunnybrook Court, Homestead Rd, Sleepy Hollow STRATFORD 7589 Southwest Operating Area Rd $ 0,000 Replace 4,664 8 Ductile Iron CI Relocation/Opportunity 2020Q4 Westampton Pennington Avenue WEST Bloomfield Drive to WESTAMPTON TWP 403 Southwest Operating Area Bloomfield Drive $ 505,400 Replace 2,6 8 Ductile Iron 1970's 6 Asbestos Cement Safety and Reliability/Structural 2020Q4 412 Southwest Operating Area WESTAMPTON TWP Westampton Holly Lane Bloomfield Drive to Rancocas Road $ 1,000 Replace 1,000 8 Ductile Iron 19's 8 Asbestos Cement Relocation/Opportunity 2020Q4 413 Southwest Operating Area WESTAMPTON TWP Westampton Rancocas Road Lambert Drive to Holly Lane $ 152,000 Replace Ductile Iron 19's 8 Asbestos Cement Safety and Reliability/Structural 2020Q Southwest Operating Area 7515 Southwest Operating Area WESTAMPTON TWP WESTAMPTON TWP Westampton Holly Lane, Seeley Drive, and Stratton Drive Between Pennington Drive to Orchard Street and Bloomfield to High Street $ 7,000 Replace 3, Ductile Iron Safety and Reliability/Structural Westampton Devonshire Drive Between Tarnsfield Road to Dublin Drive $ 135,000 Replace Ductile Iron DI Safety and Reliability/Structural Subtotal $ 40,584, Q4 2020Q4 Page 2 of 2

65 WARREN MUNICIPALITY SERVED COUNTY MUNICIPALITY SERVED SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET Bedminster Township Bernards Township Bernardsville Borough Far Hills Borough Peapack-Gladstone Borough Warren Township Watchung Borough UNION UNION UNION UNION UNION UNION Berkeley Heights Township Hillside Township New Providence Borough Springfield Township Summit City Union Township ESSEX ESSEX ESSEX ESSEX ESSEX ESSEX ESSEX ESSEX Cedar Grove Township Irvington Township Livingston Township Maplewood Township Millburn Township North Caldwell Borough South Orange Village Township West Orange Township WARREN WARREN WARREN WARREN WARREN WARREN WARREN Belvidere Town Franklin Township Mansfield Township Oxford Township Washington Borough Washington Township White Township MORRIS MORRIS MORRIS MORRIS MORRIS MORRIS MORRIS MORRIS MORRIS Chatham Township Chester Borough Chester Township Florham Park Borough Harding Township Long Hill Township Mendham Borough Mendham Township Mount Olive Township PASSAIC PASSAIC Little Falls Township Woodland Park Borough Exhibit 4.1 µ COUNTY BERGEN MORRIS PASSAIC HUNTERDON Legend Service Area Belvidere Four Seasons at Chester ESSEX Mansfield Mt Olive/Budd Lake BERGEN Mt Olive/Country Oaks Mt Olive/ITC Oxford Passaic Basin Short Hills/Little Falls Short Hills/Twin Lakes Washington HUDSON SOMERSET UNION New Jersey American Water North Operating Area SUSSEX

66 New Jersey-American Water Company, Inc. Table of Contents SECTION 4. NORTH OPERATING AREA OVERVIEW Table North Operating Area Operating Water Systems Characteristics (2016) Table North Operating Area Summary of Mains by Material Type DISTRIBUTION SYSTEM ASSET PERFORMANCE Table Summary of Main Repairs by Material for the Noth Operating Area (2016) Exhibit 4.2.a - Summary of Pipe Failures by Material North (2016) Exhibit 4.2.b - Summary of Main Failures by Diameter North (2016) SYSTEM-SPECIFIC ISSUES INDIVIDUAL SYSTEM DESCRIPTIONS A. Passaic Basin Water System (PWSID NJ0701) Table 4.4.A.1 - Passaic Basin System Water Mains Table 4.4.A.2 - Passaic Basin System Asset Summary Table B. Belvidere Water System (PWSID NJ ) Table 4.4.B.2 - Belvidere System Asset Summary Table C. International Trade Center (ITC) SYSTEM (PWSID NJ ) Table 4.4.C.1 - ITC System Water Mains Table 4.4.C.2 - ITC System Asset Summary Table D. Little Falls Water System (PWSID NJ15001) Table 4.4.D.1 - Little Falls System Water Mains Table 4.4.D.2 - Little Falls System Asset Summary Table E. Mansfield Water System (PWSID NJ21103) Table 4.4.E.1 - Mansfield System Water Mains Table 4.4.E.2 - Mansfield System Asset Summary Table F. Twin Lakes Water System (PWSID NJ ) Table 4.4.F.1 - Twin Lakes System Water Mains Table 4.4.F.2 - Twin Lakes System Asset Summary Table G. Washington Water System (PWSID NJ ) Table 4.4.G.1 - Washington System Water Mains Table 4.4.G.2 - Washington System Asset Summary Table H. West jersey Water System (PWSID NJ ) Table 4.4.H.1 - West Jersey System Water Mains Table 4.4.H.2 - West Jersey System Asset Summary Table I. Country Oaks at Mt. olive Township Water System (PWSID NJ ) Table 4.4.I.1 - Country Oaks at Mt. Olive System Water Mains i

67 New Jersey-American Water Company, Inc. Table of Contents Table 4.4.I.2 - Country Oaks at Mt. Olive System Asset Summary Table J. FOUR SEASONS at CHESTER Township Water System (PWSID NJ ) Table 4.4.J.1 - Four Seasons at Chester System Water Mains Table 4.4.J.1 - Four Seasons System Asset Summary Table PROPOSED DSIC PROJECTS, FILING ii

68 New Jersey-American Water Company, Inc. SECTION 4. NORTH OPERATING AREA 4.1 OVERVIEW New Jersey American Water s North Operating Area is responsible for the management of ten (10) Public Community Water Systems in Warren, Morris, Passaic, Essex, Union and Somerset Counties. These systems are listed in Table and shown in Exhibit 4.1, attached. Table North Operating Area Operating Water Systems Characteristics (2016) PWSID System Name Service Connections Population Served Avg Day Demand (MGD) Peak Day Demand (MGD) NJ0701 Passaic Basin (Short Hills) 78, , NJ Washington 4,416 11, NJ15001 Little Falls 4,426 11, NJ International Trade Center (ITC) NJ Belvidere 1,267 3, NJ West Jersey NJ21103 Mansfield NJ Twin Lakes NJ Country Oaks NJ Four Seasons The sources of supply for this region include the Canoe Brook Water Treatment Plant, water system interconnections and numerous well stations in Warren, Morris, Passaic, Essex, Union and Somerset Counties. The North Operating Area s corrosion control strategy includes ph control and the addition of phosphates and corrosion inhibitors at the surface water treatment plants and groundwater well stations. Phosphates are used to inhibit the internal corrosion of water mains, to sequester iron, manganese, calcium, and magnesium, and to improve the quality of water in the distribution system by preventing scale deposits and tuberculation. Zinc orthophosphate, added at the Canoe Brook surface water treatment plant, inhibits corrosion as it reacts with dissolved minerals in the water to form a thin coating or film on the inner surface of the pipe that is exposed to the treated water. Blended poly phosphates are added at most well facilities in order to sequester soluble metals found in the groundwater, and also provide corrosion control. The two forms of phosphate additions (zinc orthophosphate and blended poly phosphates) work together to reduce discoloration and scaling issues in the groundwater. Section 4. North Operating Area Page 35

69 New Jersey-American Water Company, Inc. The non-revenue water (NRW) rate for the North Operating Area (Essex Passaic) averaged 21.4% in the preceding 12 months ending September 30 th This rate, while above the NJDEP guideline, is typical of a large surface water system with significant elevation changes, and numerous pressure zones and rock soil types. Routine maintenance, flushing, leak detection, valve exercising, and meter replacement occur on an ongoing basis, and assist in controlling non-revenue water rates Accelerated investment in this system targets the types of mains and services that are likely contributors for leaks. The North Operating Area provides water service to approximately,000 customers by conveying treated water from various sources of supply through approximately 1,400 miles of mains. Water mains were manufactured and installed over many decades, resulting in numerous materials, pipe sizes and joint types. The type of water main installed was based on the predominant pipe material available at the time. Table 4.1.2, below, provides a summary of the materials and diameter of the assets that continue to provide service. Table North Operating Area Summary of Mains by Material Type North Operating Area All PWSID's Sum of Mile of Main Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Total , ,353.3 Note: Table does not sum due to rounding. 4.2 DISTRIBUTION SYSTEM ASSET PERFORMANCE The following section presents asset management data and conclusions regarding the need for accelerated investment. The performance of mains and their relative deterioration rates can be monitored by the break frequency and characteristics. Table shows the break frequency in tabular form. Exhibits 4.2.a and 4.2.b illustrate the number of repairs by material and type of break in the North Operating Area during The useful life of mains, valves, hydrants and service connections vary based on materials, environment, internal and external corrosion rate, internal and external forces, ground freezing and thawing cycles, groundwater levels, soil conditions and many other factors. As the water system ages there is a need to Section 4. North Operating Area Page 36

70 New Jersey-American Water Company, Inc. renew infrastructure to ensure safety and reliability, improve system flows and water pressure, protect water quality, promote conservation and reduce non-revenue water. The performance of mains and deterioration rates can be determined by monitoring the break frequency. Table lists the miles of main by material, the breaks by material and the calculated break rate (breaks / mile / yr) for This table illustrates that the highest break rate frequencies in the North systems occur in the category of other metallic mains (galvanized, stove pipe and similar materials), followed by cast iron and plastic pipes. Table Summary of Main Repairs by Material for the Noth Operating Area (2016) North District Total Asbestos Ductile Other District Cast Iron PCCP Plastic Cement Iron Metallic Total Miles of Main ,353 Main Failures Failures per Mile Exhibit 4.2.a - Summary of Pipe Failures by Material North (2016) Section 4. North Operating Area Page 37

71 New Jersey-American Water Company, Inc. Exhibit 4.2.a shows that the majority of water main failures in the North Operating Area are associated with cast iron water mains. Most cast iron pipes fail because of a combination of factors that include external loading, internal pressure, thermal stress, age of material, manufacturing deficiencies and corrosion damage. Exhibit 4.2.a also shows that failures in the North Operating Area are most often attributable to circular or circumferential cracking, where the pipe splits in a circle across its diameter. Circular failures generally result from the settlement of the pipe due to erosion of the pipe bedding. Prior to the pipe bed settling, there is usually a pinhole or joint leak which causes the erosion in the area. Circular breaks are also noted in increased frequency when there is change in water temperature and attributed to thermal stress within the pipe. It should be noted that the split-type failure is the second largest type of failure, and quite significant in the North Operating Area. Split breaks are caused by longitudinal stresses resulting from higher operating pressure and metal fatigue, typical of the Noth Operating Area. Exhibit 4.2.b - Summary of Main Failures by Diameter North (2016) Exhibit 4.2.b illustrates pipe failures by diameter for the North Operating Area. The majority of main failures occur in pipes with diameters of six and eight inches. Section 4. North Operating Area Page 38

72 New Jersey-American Water Company, Inc. When viewed together, Table and Exhibits 4.2.a and 4.2.b illustrate that highest break rate frequency in the North Operating Area systems occurs on cast iron, and other metallic pipes. The cast iron mains installed in the first half the century are the largest subset of NJAWC water mains that are seeing increased failure rates. These mains are targeted for accelerated rehabilitation and replacement in the DSIC program. 4.3 SYSTEM-SPECIFIC ISSUES The North Operating Area has grown over many decades, using the materials, design standards and construction practices available at the time. The system extends over the second and third Watchung Mountain ranges, creating challenges in topography and pressure zone management. The topography requires treated water to be pumped over these high elevations to serve the communities in the valley between the mountain ranges. The change in topography results in system pressures exceeding 100 psi in large areas of the network. The key drivers for accelerated renewal are: 1) Unlined cast iron mains with significant tuberculation that can result in discolored water and reduce flows and pressure; 2) High break rates on older cast iron and other metallic mains which have become obsolete; 3) Non-revenue water rate for this system exceeds NJDEP guidelines; additional investment in renewing pipe and service connections is needed to reduce sources of leakage; and 4) Old and obsolete valves need to be replaced to allow for adequate response time during emergencies. Approximately % of the water mains within the system are cast iron. In addition to the breakage rates discussed previously, many of these cast iron mains are unlined and have a tuberculated (incrustation) buildup of minerals and corrosion products. These mains are a source of discolored water complaints. A non-structural and semi-structural cleaning and lining program exists in this service area, and will be accelerated within the DSIC program for candidate mains that are found to be structurally sound mains. Cleaning and lining projects are most suitable when the mains are in a grid and activity can be coordinated in neighborhoods or sections. Bernards Twp, Berkeley Heights, Chatham Twp, Chester, Maplewood, Mendham, Millburn, West Orange and Woodland Park are some of the towns identified within this Operating Area as having opportunities for cleaning and lining. Therefore, several cleaning and lining projects within these towns have been identified in this Foundational Filing. A specific operating constraint for the Passaic Basin system is the profile of water pressures within a pressure gradient, depending on the elevation. Locations within a valley experience higher pressures. While analysis has been performed to reduce these pressures, reconfiguring the pressure gradients would Section 4. North Operating Area Page 39

73 New Jersey-American Water Company, Inc. require miles of piping and re-pumping. Because leaks that develop in these areas could be significant contributors to the non revenue water rate, NJAWC has implemented an aggressive evaluation of these areas via expanded pressure zone metering, coupled with ongoing leak surveys. A high frequency of breaks and hydraulic restrictions are occurring in Berkley Heights, Bernards, Little Falls, Millburn, New Providence and West Orange within the Passaic Basin System. There is no one single issue plaguing these areas; each area is comprised of older cast iron, small diameter mains installed in the 1920s, along with galvanized steel and asbestos cement pipe constructed in the 1940s. These obsolete mains are a major issue of concern that need to be addressed as they result in a reduced level of service to these communities. The communities of Belvidere and Washington Borough also have old, undersized mains that cause service problems with water quality, main breaks, and flow, with a history of breaks and hydraulic restrictions. The projects identified in this Foundational Filing for these areas are proposed to specifically address these issues, and to help increase the reliability, water quality, and improved flow for customers. A list of DSIC-eligible projects to be completed between 2018 and 2020 is shown in Table 4.5 at the end of this section. Most of the projects consist of replacing water mains that were put in service in the early to mid-10 s in the various water systems in the North Operating Area. NJAWC proposes to renew the Cast Iron Unlined (CIU) cohort by replacing approximately 859,000 feet (162.7 mi.) and cleaning and lining approximately 304,000 feet (57.6 mi.), some of which is expected to be semistructural lining. The renewal projects identified in this Foundational Filing for the North Operating Area total approximately 220 miles of the existing 423 miles of CIU pipes. 4.4 INDIVIDUAL SYSTEM DESCRIPTIONS A. PASSAIC BASIN WATER SYSTEM (PWSID NJ0701) System Description The Passaic Basin System is a public water system that supplies finished water to 25 municipalities in Essex, Union, Morris, and Somerset counties. Finished water delivered to customers is derived from several sources, including treated surface water, treated ground water, inter-company transfers, and purchased water. Source of Supply & Production Approximately 20% of the Passaic Basin System water delivered to customers is produced at the Canoe Brook surface water treatment plant. Raw water supply for the Canoe Brook surface water treatment plant Section 4. North Operating Area Page 40

74 New Jersey-American Water Company, Inc. is derived from the Passaic River and Canoe Brook, and held in three interconnected storage reservoirs located in Millburn and Livingston. In addition to the surface water supplies, NJAWC also diverts ground water from various Piedmont and Highlands aquifers. Approximately 25% of the Passaic Basin System finished water delivered to customers is produced from ground water sources. Currently, there are 24 active wells treated at ten stations located throughout the franchise area of the system within Essex, Union, Morris, and Somerset Counties. NJAWC s Raritan System supplies approximately 30% of the water to the Passaic Basin System through four active interconnections. Water supply is also provided by three bulk water suppliers: the Passaic Valley Water Commission (PVWC), Morris County MUA (MCMUA), and the Montclair Water Bureau. The Passaic Basin System provides bulk water supplies to other public community water systems in the region through bulk water sales agreements. The system currently serves two bulk water sales customers; the Livingston Township Division of Water, and East Hanover Township Water Department. Distribution & Storage The Passaic Basin System has an extensive piping network that includes approximately 1,200 miles of water mains. The entire system is operated with 23 pressure gradients. Distribution storage is provided by 20 water storage tanks. Tables 4.4.A.1 and 4.4.A.2, below, detail the water main inventory. Table 4.4.A.1 - Passaic Basin System Water Mains Passaic Basin (Short Hills) NJ0701 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Grand Total , ,175.6 Note: Due to rounding, not all the totals will sum. Section 4. North Operating Area Page 41

75 New Jersey-American Water Company, Inc. Table 4.4.A.2 - Passaic Basin System Asset Summary Table Passaic System PWSID NJ0701 Miles of Main 1,176 Hydrants 7,015 Valves 22,814 Service Connections 78,406 B. BELVIDERE WATER SYSTEM (PWSID NJ ) System Description The Belvidere System is a public water system providing water primarily to residential service to the Town of Belvidere and portions of White Township in Warren County. Source of Supply & Production: The Belvidere System obtains its water supply from two groundwater wells drilled into the Kittatinny aquifer with a combined capacity of 1.8 MGD. Distribution & Storage The distribution system has two pressure zones and approximately 21 miles of water mains ranging in size from 4-inch to 16-inch. There is one 0.75 MG ground storage reservoir, the Belvidere Reservoir, in the system. The two water supply wells feed into the High Service zone. The Main Service zone is fed through a pressure reducing valve (PRV) from the High Service. Tables 4.4.B.1 and 4.4.B.2, below, list the pipe and buried asset inventory for this system. Table 4.4.B.1 - Belvidere System Water Mains Belvidere NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Section 4. North Operating Area Page 42

76 New Jersey-American Water Company, Inc. Note: Due to rounding, not all the totals will sum. Table 4.4.B.2 - Belvidere System Asset Summary Table Belvidere System PWSID NJ Miles of Main 21 Hydrants 72 Valves 526 Service Connections 1,267 C. INTERNATIONAL TRADE CENTER (ITC) SYSTEM (PWSID NJ ) System Description The ITC System is a public water system providing water service to the commercial and light industrial customers located around the junction of Routes 80, 46 and 206 in Mount Olive Township, Morris County. Source of Supply & Production The raw water supply for the ITC system is provided by three ground water wells in the Leithsville Formation with a combined capacity of MGD. Distribution & Storage The ITC distribution system consists of separate potable water and fire protection systems. The potable water system has two gradients. There are two water storage tanks in the ITC potable water system: one storage tank in each gradient. The fire protection system consists of a ground storage tank (fed from the potable water system), a fire pump station located next to the ground storage tank, and looped fire protection mains that serve several of the buildings in the ITC business park. All three wells discharge into the ITC North gradient. A booster station on International Drive pumps water from the ITC North gradient to the ITC South gradient. The system contains approximately 11 miles of water mains ranging in size from 6-inch to 16-inch as shown in Tables 4.4.C.1 and 4.4.C.2, below. Section 4. North Operating Area Page 43

77 New Jersey-American Water Company, Inc. Table 4.4.C.1 - ITC System Water Mains International Trade Center (ITC) NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Unlined Ductile Iron Grand Total Table 4.4.C.2 - ITC System Asset Summary Table ITC System PWSID NJ Miles of Main 11 Hydrants 67 Valves 231 Service Connections 98 D. LITTLE FALLS WATER SYSTEM (PWSID NJ15001) System Description The Little Falls System is a public water system that serves Little Falls Township and portions of Woodland Park Borough, North Caldwell Borough, Cedar Grove Township, and Montclair Township in Passaic and Essex Counties. Source of Supply & Production The Little Falls System purchases 100% of its water supply from nine interconnections with the Passaic Valley Water Commission (PVWC) system and three interconnections with the Montclair Township Water Bureau via bulk purchase contracts. Distribution & Storage The system is operated with four pressure gradients. One customer, the Oak Hill Road Office Complex, has an individual PVWC interconnection. The system consists of 50 miles of distribution mains in sizes up to 16-inch as detailed in Tables 4.4.D.1 and 4.4.D.2, below. There are no storage tanks within the Little Falls System. The storage is provided by PVWC and Montclair Township Water Bureau. Section 4. North Operating Area Page 44

78 New Jersey-American Water Company, Inc. Table 4.4.D.1 - Little Falls System Water Mains Little Falls NJ15001 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Grand Total Note: Due to rounding, not all the totals will sum. Table 4.4.D.2 - Little Falls System Asset Summary Table Little Falls System PWSID NJ15001 Miles of Main 51 Hydrants 417 Valves 1,339 Service Connections 4,426 E. MANSFIELD WATER SYSTEM (PWSID NJ21103) System Description The Mansfield System is a public water system serving primarily residential customers in Mansfield Township, Warren County. Source of Supply & Production The Mansfield System maintains two wells with a combined pumping capacity of gpd for its source of supply. Section 4. North Operating Area Page 45

79 New Jersey-American Water Company, Inc. Distribution & Storage The Mansfield System has one pressure gradient, system and one water storage standpipe. The system consists of 4 miles of ductile iron main as shown in Tables 4.4.E.1 and 4.4.E.2, below. Table 4.4.E.1 - Mansfield System Water Mains Mansfield NJ21103 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Ductile Iron Grand Total Table 4.4.E.2 - Mansfield System Asset Summary Table Mansfield System PWSID NJ21103 Miles of Main 4 Hydrants 16 Valves 87 Service Connections 52 F. TWIN LAKES WATER SYSTEM (PWSID NJ ) System Description The Twin Lakes System is a public water system providing service to customers located in Bernardsville Borough, Somerset County. Source of Supply & Production The Twin Lakes System is supplied by two wells permitted to supply a maximum of 0.1mgd. The water is treated with sodium hydroxide for ph adjustment and sodium hypochlorite for disinfection. Distribution & Storage The distribution system consists of one pressure gradient and one 17,000 gallon reservoir as shown in Tables 4.4.F.1 and 4.4.F.2, below. Section 4. North Operating Area Page 46

80 New Jersey-American Water Company, Inc. Table 4.4.F.1 - Twin Lakes System Water Mains Twin Lakes NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Grand Total Table 4.4.F.2 - Twin Lakes System Asset Summary Table Twin Lakes System PWSID NJ Miles of Main 1 Hydrants n/a Valves 17 Service Connections 49 G. WASHINGTON WATER SYSTEM (PWSID NJ ) System Description The Washington System is a public water system providing water to residential and commercial customers in Washington Township, Washington Borough, and parts of Oxford Township, Mansfield Township, and Franklin Township, all located within Warren County. Source of Supply & Production The Washington System obtains its water supply from six groundwater wells with a combined permitted pumping capacity of 3.79 mgd, drawing water from Kittatinny Formation, the Leithsville Formation and the Hardyston Formation. The wells are treated at four groundwater treatment stations. Distribution & Storage The distribution system is operated with three pressure gradients, two storage tanks, and a hydropneumatic tank in the Washington High gradient. The system consists of approximately 80 miles of water main ranging in size from 4-inch to 16-inch as shown in Tables 4.4.G.1 and 4.4.G.2, below. Section 4. North Operating Area Page 47

81 New Jersey-American Water Company, Inc. Table 4.4.G.1 - Washington System Water Mains Washington NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Note: Due to rounding, not all the totals will sum. Table 4.4.G.2 - Washington System Asset Summary Table Washington System PWSID NJ Miles of Main 80 Hydrants 330 Valves 1,468 Service Connections 4,416 H. WEST JERSEY WATER SYSTEM (PWSID NJ ) System Description The West Jersey System is a public water system located in Mount Olive Township, Morris County serving a residential community along the southwest shore of Budd Lake. Source of Supply & Production The West Jersey System obtains its supply from three groundwater wells with a combined capacity of mgd. Two treatment stations provide chlorination, ph adjustment and corrosion control treatment. Distribution & Storage The distribution system operates as two pressure gradients maintained by the Wallman Way Reservoir. A booster station pumps water from the West Jersey Main gradient to the West Jersey High gradient. Section 4. North Operating Area Page 48

82 New Jersey-American Water Company, Inc. The system consists of 6 miles of water main, mostly ranging in size from 2-inch or smaller to 6-inch as shown in Tables 4.4.H.1 and 4.4.H.2, below. Table 4.4.H.1 - West Jersey System Water Mains West Jersey NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Unlined Ductile Iron Metal Grand Total Note: Due to rounding, not all the totals will sum. Table 4.4.H.2 - West Jersey System Asset Summary Table West Jersey System PWSID NJ Miles of Main 6 Hydrants 3 Valves 122 Service Connections 211 I. COUNTRY OAKS AT MT. OLIVE TOWNSHIP WATER SYSTEM (PWSID NJ ) System Description The Country Oaks at Mt. Olive Township is a public water system providing water to a primarily residential section of Mt. Olive Township located in Morris County. The system obtains its water supply from two groundwater wells. Distribution & Storage The distribution system operates one pressure gradient with a standpipe. The system consists of approximately 2 miles of ductile iron distribution mains ranging from 6-inch to 16-inch in diameter as shown in Tables 4.4.I.1 and 4.4.I.2, below. Section 4. North Operating Area Page 49

83 New Jersey-American Water Company, Inc. Table 4.4.I.1 - Country Oaks at Mt. Olive System Water Mains Country Oaks NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Ductile Iron Grand Total Table 4.4.I.2 - Country Oaks at Mt. Olive System Asset Summary Table Country Oaks System PWSID NJ Miles of Main 2 Hydrants 24 Valves 58 Service Connections 170 J. FOUR SEASONS AT CHESTER TOWNSHIP WATER SYSTEM (PWSID NJ ) System Description The Four Seasons at Chester Township is a public water system providing water primarily to residential customers in Chester Township located in Morris County. The system obtains its water supply from two groundwater wells drawing from the Bedrock Aquifer. Distribution & Storage The distribution system operates as one pressure gradient, pressure with a hydro pneumatic tank. As shown in Tables 4.4.J.1 and 4.4.J.2, below, the system consists of approximately 1 mile of 8-inch diameter distribution mains. Table 4.4.J.1 - Four Seasons at Chester System Water Mains Four Seasons NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Ductile Iron Grand Total Section 4. North Operating Area Page 50

84 New Jersey-American Water Company, Inc. Table 4.4.J.1 - Four Seasons System Asset Summary Table Four Seasons System PWSID NJ Miles of Main 1 Hydrants 8 Valves 42 Service Connections PROPOSED DSIC PROJECTS, FILING Approximately four hundred (440) pipeline projects have been identified in the North Operating Area and are listed in Appendix C. Approximately of these projects have been identified as high priority projects to be completed between 2018 and 2020, and are described in Table 4.5, below. The scope and location of the identified projects are presented in this section. This Foundational Filing includes the cleaning and lining (C & L) program within the North Operations, with projects in Berkeley Heights, Bernards Twp, Chatham Twp, Chester, Little Falls, Maplewood, Mendham, Millburn, Summit, West Orange and Woodland Park, including some semi-structural C & L projects. Section 4. North Operating Area Page 51

85 New Jersey American Water, Inc. Table DSIC Priority Projects (North) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6713 North Operating Area BEDMINSTER BEDMINSTER Route 206 between Somerville Rd and Lamington Rd $ 300,000 Replace 1,500 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability 2019Q4 24 North Operating Area BELVIDERE Belvidere Water St (Wall St to Hardwick) $ 337,500 Replace 1, Ductile Iron Unknown 8 Cast Iron System Flows and Pressure 2017Q North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Mountain Ave from Diamond Hill Rd to Park Ave $ 3,150,000 Replace 14, Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2019Q4 Rehab Existing CI unlined mains in Berkley Heights and New BERKELEY HEIGHTS 6169 North Operating Area Providence $ 1,275,000 Rehab 51,000 6 Cast Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area BERKELEY HEIGHTS Forest Ave from Park Ave to Columbus Ave $ 373,000 Replace 1,865 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Park Ave from Euclid to Mountain $ 840,000 Replace 4,200 8 Ductile Iron 1950's 8 Cast Iron Safety and Reliability 2020Q North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Park Av between Euclid and Plainfield $ 5,000 Replace 2,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2020Q North Operating Area BERNARDS TWP MT AIRY RD BETWEEN MEEKER AND STACY $ 382,500 Replace 1, Ductile Iron 1970's 8 Ductile Iron System Flows and Pressure 2018Q North Operating Area BERNARDS TWP BERNARDS TWP Lyons Rd from Lyons Pl to Goltra Dr $ 1,280,000 Replace 6,400 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 2018Q4 BERNARDS TWP Valley Rd from Passaic Rvier (Long Hill Twp) to tank BERNARDS TWP 6819 North Operating Area easement west of Elizabeth $ 1,305,000 Replace 5, Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area BERNARDS TWP BERNARDS TWP Allen Rd from Somerville Rd to north of the stream $ 125,000 Rehab Other 1980's 12 Ductile Iron Safety and Reliability 2020Q North Operating Area BERNARDSVILLE Olcott Rd from Anderson Hill Road to Childsworth Ave $ 253,000 Replace 1,265 8 Ductile Iron 1950's 8 Cast Iron System Flows and Pressure 2017Q North Operating Area BERNARDSVILLE MT AIRY RD FROM PROSPECT TO MINEBROOK $ 180,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2017Q North Operating Area BERNARDSVILLE Bernardsville MT AIRY RD PILL HILL/W.OAK to south st $ 416,250 Replace 1, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2017Q North Operating Area BERNARDSVILLE Anderson Rd from Chestnut Ave to Seney Drive $ 596,250 Replace 2, Ductile Iron 19's 6 Cast Iron System Flows and Pressure 2018Q North Operating Area BERNARDSVILLE Anderson Hill Rd from Olcott Ave to Mill Street $ 163,125 Replace Ductile Iron 19's 6 Cast Iron System Flows and Pressure 2018Q North Operating Area BERNARDSVILLE Mendham Road from Lloyd Rd to Chestnut Ave $ 585,000 Replace 2,0 12 Ductile Iron 1950's 8 Cast Iron System Flows and Pressure 2020Q North Operating Area BERNARDSVILLE BERNARDSVILLE Twin Lakes mains especially Hull & Hillside $ 910,000 Replace 5,200 6 Ductile Iron Unknown 4 Cast Iron Water Quality 2020Q North Operating Area CHATHAM TWP Southern Blvd Balance of 62 due to paving moratorium $ 1,000,000 Replace 5,000 8 Ductile Iron Safety and Reliability 2017Q North Operating Area CHATHAM TWP CHATHAM River Rd from Fairmont to Henry $ 740,000 Replace 3,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2018Q North Operating Area CHATHAM TWP Lenape Trail from Lafayette to Shunpike Rd $ 450,000 Replace 2,026 8 Ductile Iron CI Safety and Reliability/Structural 2018Q North Operating Area CHATHAM TWP Maple Street from School Ave to end $ 170,000 Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 2019Q4 CHATHAM River Rd from Passaic to ' west of HCT 1 (2000' east CHATHAM TWP 6861 North Operating Area of Fairmont) $ 9,000 Replace 4,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2020Q North Operating Area CHESTER BOROUGH Route 206 well line replacement $ 270,000 Replace 1,350 8 Concrete 1940's 3 Cast Iron Safety and Reliability 2019Q North Operating Area CHESTER BOROUGH Clean & line CI mains in Chester Borough $ 3,250,000 Rehab 13,000 8 Ductile Iron Unknown None Selected Cast Iron Water Quality 2020Q North Operating Area FAR HILLS DOUGLAS RD $ 0,000 Replace 4,500 8 Ductile Iron Unknown 3 Cast Iron System Flows and Pressure 2020Q North Operating Area IRVINGTON IRVINGTON Mill Rd from Union to Stuyvesant $ 3,000 Replace 1,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2017Q North Operating Area IRVINGTON Cleremont Ave, Irvington from Union Ave toward Mt Vernon Ave 500' $ 110,000 Replace Ductile Iron Safety and Reliability/Structural Q North Operating Area LITTLE FALLS LITTLE FALLS Notch Rd from rt 46 to Longhill Rd $ 380,000 Replace 1,0 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability/Structural 2019Q North Operating Area LITTLE FALLS LITTLE FALLS Overlook Ave from Lower Notch Rd to Notch Rd $ 4,000 Replace 2,300 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability/Structural 2019Q North Operating Area LITTLE FALLS Main St replacement (west end) $ 472,500 Replace 2, Ductile Iron 1920's 6 Cast Iron Safety and Reliability 2020Q North Operating Area LITTLE FALLS Main St center portion $ 832,500 Replace 3, Ductile Iron 1920's 6 Cast Iron Safety and Reliability 2020Q North Operating Area LONG HILL TWP Passaic Ave and North Ave from Somerset to end north of Chestnut St. $ 459,375 Replace 1,375 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 2017Q North Operating Area LONG HILL TWP Maple Av from St Joseph to Delaware $ 170,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area LONG HILL TWP Central Ave from Long Hill Rd to Chestnut St $ 359,000 Replace 1,795 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q North Operating Area LONG HILL TWP LONG HILL Forest Dr from Lupine $ 400,000 Replace 2,000 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2020Q4 Maplewood Ave and Beach Pl Maplewood Ave from Jefferson to MAPLEWOOD 5705 North Operating Area Beach Pl and Beach Pl from Maplewood Av to Woodland $ 247,500 Replace 1, Ductile Iron 1910's 4 Ductile Iron System Flows and Pressure 2017Q North Operating Area MAPLEWOOD Maplewood Ave Lenox Ave to Beach Place $ 450,000 Replace 2, Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2017Q North Operating Area MAPLEWOOD Oakland Rd, Maplewood between Dunnell Rd & Kensington Terr $ 270,000 Replace 2 16 Ductile Iron CI System Flows and Pressure 2017Q North Operating Area MAPLEWOOD Mountain Ave from Ridgewood to Maplewood $ 135,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q North Operating Area MAPLEWOOD Hickory Drive Kermit to Ridgewood $ 230,000 Replace 1,150 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2019Q North Operating Area MAPLEWOOD Maplewood Ave Jefferson to Parker $ 192,000 Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 2019Q4 16 in Kensington, then Prospect, Elmwood, Boyden and MAPLEWOOD 9301 North Operating Area Parker to the Irvington line $ 2,300,000 Replace 9, Ductile Iron CI Safety and Reliability/Structural 2019Q North Operating Area MENDHAM BOROUGH Knollwood Well to Horizon tank feed $ 0,000 Replace 3, Other 19's 12 Cast Iron Safety and Reliability 2017Q North Operating Area MENDHAM BOROUGH Hallstead Road from E. Main St to End $ 281,750 Replace 1,610 6 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area MENDHAM BOROUGH Prospect Street from Hilltop Rd to End $ 281,750 Replace 1,610 6 Ductile Iron Unknown 4 Cast Iron System Flows and Pressure 2019Q North Operating Area MENDHAM BOROUGH Mountain Side Road from Mountain Ave to west of hydrant HMH 175 $ 766,000 Replace 3,830 8 Ductile Iron Unknown 6 Asbestos Cement System Flows and Pressure 2019Q North Operating Area MENDHAM BOROUGH Maple Ave from Mountain Ave to Garabrant St $ 393,000 Replace 1,965 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 2019Q North Operating Area MENDHAM BOROUGH Garabrant St from Mountain Ave to Maple Ave $ 2,000 Replace 1,300 8 Ductile Iron Unknown 8 Asbestos Cement Safety and Reliability 2019Q North Operating Area MENDHAM BOROUGH East Main Street from Cold Hill Rd to Mountain Ave $ 1,181,250 Replace 5, Ductile Iron Unknown 6 Ductile Iron System Flows and Pressure 2019Q North Operating Area MENDHAM BOROUGH Rehab project Horizon Dr and Glenbrook Rd $ 9,000 Rehab 6,0 8 Cast Iron Unknown 8 Cast Iron System Flows and Pressure 2020Q4 Rehab project area next to West Morris High School and Tempe Wick MENDHAM BOROUGH 6334 North Operating Area Rd $ 1,9,000 Rehab 9,950 8 Cast Iron Unknown 8 Unknown System Flows and Pressure 2020Q4 Rehab project area next to West Morris High School and Tempe Wick MENDHAM BOROUGH 6335 North Operating Area Rd $ 1,9,000 Rehab 9,950 8 Cast Iron Unknown 6 Cast Iron System Flows and Pressure 2020Q North Operating Area MILLBURN MILLBURN White Oak Ridge Rd from Hobart Ave to the grade line $ 4,000 Replace 2,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area MILLBURN MILLBURN Highland Ave from Western Dr to Hobart Ave $ 480,000 Replace 2,400 8 Ductile Iron Unknown 3 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area MILLBURN Essex St from Holmes to Lackawanna $ 150,000 Replace 0 8 Ductile Iron CI Safety and Reliability 2017Q North Operating Area MILLBURN Glen Ave between Lackawanna & Sagamore $ 1,500,000 Replace 2, Ductile Iron CI Safety and Reliability/Structural 2017Q North Operating Area MILLBURN Linden Street from Sycamore Road to Wyoming Ave $ 180,000 Replace 0 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q4 Page 1 of 2

86 New Jersey American Water, Inc. Table DSIC Priority Projects (North) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5710 North Operating Area MILLBURN Elm Street from Sycamore to Wyoming $ 153,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q North Operating Area MILLBURN Cedar Street from existing main between Sagamore and Wyoming $,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure Q North Operating Area MILLBURN MILLBURN Great Hills Rd from Old Short Hills to Wildwood $ 280,000 Replace 1,400 8 Ductile Iron 10's 6 Cast Iron Safety and Reliability 2018Q North Operating Area MILLBURN Parsonage Hill Rd $ 4,200,000 Replace 6, Ductile Iron CI Safety and Reliability/Structural 2018Q4 MILLBURN Old Short Hills Rd from Parsonage Hill to Grade line near S MILLBURN 6888 North Operating Area Beechcroft $ 520,000 Replace 2,0 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability 2019Q North Operating Area MILLBURN MILLBURN Hartshorn Dr from Randall Dr to grade line $ 420,000 Replace 2,100 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q4 MILLBURN Ols Short Hills Rd from Silver Spring grade line near Fox MILLBURN 6887 North Operating Area Hill $ 740,000 Replace 3,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2020Q North Operating Area NEW PROVIDENCE Springfield Ave from Maple to Constantine (Summit City line) Phase 6 $ 0,000 Replace 1, Ductile Iron 19 8 DI Safety and Reliability/Structural 2017Q North Operating Area NEW PROVIDENCE NEW PROVIDENCE Southgate Rd from South St to Hathaway Dr $ 5,000 Replace 2,800 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area NEW PROVIDENCE Springfield Ave. Ph 4, from Salt Brook to Gales Ave. $ 875,000 Replace 3, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2018Q3 New Providence Springfield Ave. Ph 5 from Gales Drive to Maple NEW PROVIDENCE 6166 North Operating Area Street $ 875,000 Replace 3, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2018Q3 NEW PROVIDENCE Passaic St from Springfield Ave to Commonwealth NEW PROVIDENCE 6812 North Operating Area Ave $ 5,000 Replace 2,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area NEW PROVIDENCE NEW PROVIDENCE South St from Dian Ct to Springfield Ave $ 740,000 Replace 3,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area NEW PROVIDENCE Passaic Ave Passaic River bridge replacement $ 200,000 Replace 7 12 Ductile Iron CI Relocation/Opportunity 2018Q4 144 North Operating Area OXFORD Frenchtown 12th Street $ 105,000 Replace 0 6 Ductile Iron Unknown 2 Cast Iron System Flows and Pressure 2019Q North Operating Area PEAPACK GLADSTONE BOROUGHHolland Road private main $ 220,000 Replace 1,100 6 Ductile Iron Safety and Reliability/Structural 2017Q North Operating Area PEAPACK GLADSTONE BOROUGHPEAPACK GLADSTONE Main St from Mendham Rd to gradient line $ 6,000 Replace 3,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area PEAPACK GLADSTONE BOROUGHPEAPACK GLADSTONE Pottersville Rd from Main St to RT 206 $ 6,000 Replace 3,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Stern from Springfield to Commerce $ 220,000 Replace 1,100 8 Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity 2017Q North Operating Area SPRINGFIELD SPRINGFIELD Shunpike Rd from Mountain Ave to I 78 $ 840,000 Replace 4,200 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area SPRINGFIELD SPRINGFIELD Colfax Rd from Denham to Short Hills Ave $ 270,000 Replace 1,350 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability 2019Q North Operating Area SPRINGFIELD SPRINGFIELD Severna Ave from Denham to Short Hills Ave $ 270,000 Replace 1,350 8 Ductile Iron 1940's 6 Cast Iron Relocation/Opportunity 2019Q North Operating Area SPRINGFIELD SPRINGFIELD Green Hill Rd from Tree Top to Highland $ 440,000 Replace 2,200 8 Ductile Iron 19's 6 Cast Iron Relocation/Opportunity 2019Q North Operating Area SPRINGFIELD SPRINGFIELD Becker from Lelak to south of Derby $ 200,000 Replace 1,000 8 Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity 2019Q North Operating Area SPRINGFIELD Walnut St from Morris to Church Mall $ 116,000 Replace Ductile Iron 10's 0.75 Galvanized Steel Safety and Reliability 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Colonial Rd from Evergreen Rd to West End Ave $ 280,000 Replace 1,400 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Molter from Severna to Morris $ 100,000 Replace Ductile Iron 1940's 6 Cast Iron Relocation/Opportunity 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Marcy from Severna to Morris $,000 Replace 0 8 Ductile Iron 1920's 6 Cast Iron Relocation/Opportunity 2020Q4 44 North Operating Area SUMMIT Summit Evergreen Rd $ 180,000 Replace 0 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2017Q4 68 North Operating Area SUMMIT SUMMIT Glenside Ave from Van Dyke to Baltusrol Well $ 5,000 Replace 2,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q4 SUMMIT Kent Place Blvd from valve VSU 885 near High St to Passaic SUMMIT 6886 North Operating Area Ave $ 668,025 Replace 2,969 8 Ductile Iron Unknown 4 Cast Iron Water Quality 2019Q North Operating Area SUMMIT SUMMIT Division Ave from Knob Hill to Valley View Ave $ 320,000 Replace 1,0 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area TEWKSBURY TWP Hollow Brook from Fairmont Rd E to past HTEW 19 $ 1,400,000 Replace 6,500 8 Ductile Iron Safety and Reliability 2018Q4 139 North Operating Area WASHINGTON BOROUGH Washington Boro West Warren, from Grand Ave. and Belvidere Ave. $ 350,000 Replace 1,400 8 Ductile Iron 1940's 4 Cast Iron Relocation/Opportunity 2017Q North Operating Area WASHINGTON BOROUGH Youmans Ave from Broad Street going East to Valve VBW 68 $ 363,000 Replace 1, Ductile Iron Unknown 4 Cast Iron System Flows and Pressure 2017Q North Operating Area WASHINGTON BOROUGH W.Stuart Ave from Grand Ave to Lincoln Ave. $ 208,000 Replace 1,040 8 Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2018Q North Operating Area WASHINGTON BOROUGH Broad Street from Youmans to Washburn Ave $ 380,000 Replace 1,0 8 Ductile Iron 1930's 4 Asbestos Cement System Flows and Pressure 2018Q North Operating Area WASHINGTON BOROUGH Wyoming Ave from 4" DI main to hydrant HBW 40 to at McDonald St $ 218,750 Replace 1,250 8 Ductile Iron Pre 10 6 Cast Iron System Flows and Pressure 2018Q North Operating Area WASHINGTON BOROUGH E. Johnson from Belvidere Ave to End of Main (Dead End) $ 126,000 Replace Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2019Q North Operating Area WASHINGTON BOROUGH W. Stuart from Lincoln Ave to Belvidere Ave $ 118,000 Replace 5 8 Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2019Q North Operating Area WASHINGTON BOROUGH W. Johnston from Grand Ave to Belvidere Avenue $ 113,000 Replace 1,565 8 Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2019Q North Operating Area WASHINGTON BOROUGH Birchwood Ave from Washburn Ave to End $ 80,500 Replace 4 8 Ductile Iron 1930's 4 Asbestos Cement System Flows and Pressure Q North Operating Area WASHINGTON BOROUGH Jackson Ave from Church Street to E. Washington Ave $ 123,750 Replace Ductile Iron 19's 6 Cast Iron System Flows and Pressure 2020Q North Operating Area WASHINGTON BOROUGH McDonald Street from Warren St to end at 16" main $ 2,700 Replace 1, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q North Operating Area WASHINGTON BOROUGH Van Burern St from Prosper Way until end $ 149,000 Replace Ductile Iron 19's 6 Asbestos Cement System Flows and Pressure 2020Q North Operating Area WASHINGTON TWP Valley View Rd from End to Pohatcong Ave $ 138,000 Replace 6 8 Asbestos Cement 19's 6 Asbestos Cement System Flows and Pressure 2018Q North Operating Area WASHINGTON TWP Jackson Parkway from Pohatcong Dr to Jackson Valley Rd $ 101,250 Replace Ductile Iron 19's 8 Asbestos Cement System Flows and Pressure Q North Operating Area WASHINGTON TWP Fisher Ave from Railroad Ave to Washburn Ave $ 275,000 Replace 1,375 8 Ductile Iron 1930's 4 Cast Iron Water Quality 2020Q4 57 North Operating Area WASHINGTON TWP Washington Ave from Brass Castle Rd to Mill Pond Road $ 725,000 Replace 2,0 16 Ductile Iron 1950's 8 Cast Iron System Flows and Pressure 2020Q North Operating Area WASHINGTON TWP Pohatcong Ave from Valley View Rd to Pohatcong Dr $ 123,000 Replace Ductile Iron 19's 6 Asbestos Cement System Flows and Pressure 2020Q North Operating Area WEST ORANGE WEST ORANGE Walker Rd from Burnett Terr to Undercliff Terr $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area WEST ORANGE WEST ORANGE Eagle Rock Ave from 700' east of Prospect to Laurel $ 2,092,500 Replace 9, Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2017Q North Operating Area WEST ORANGE Gregory Place $ 170,000 Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area WEST ORANGE WEST ORANGE Eagle Rock Ave from Mississippi to Smith Manor Blvd $ 680,000 Replace 3,400 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2018Q4 14 North Operating Area WEST ORANGE Crestwood Drive $ 275,000 Replace 1,223 8 Ductile Iron CI Safety and Reliability 2018Q4 St. Cloud Avenue, Chestnut Rd, Rodman Place, Sheridan Ave and Lenox WEST ORANGE 6206 North Operating Area Terrace $ 1,807,500 Rehab 7, 's None Selected Cast Iron Water Quality 2020Q North Operating Area WEST ORANGE WEST ORANGE St. Cloud Ave From Old Indian Rd to Arverne Rd $ 4,000 Replace 2,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q4 56 North Operating Area WOODLAND PARK McBride Av north end $ 380,000 Replace 1,0 8 Ductile Iron 1920's 8 Cast Iron System Flows and Pressure 2017Q4 subtotal $ 68,563,225 Page 2 of 2

87 New Jersey-American Water Company, Inc. ` Table of Contents Section 5. CENTRAL OPERATING AREA OVERVIEW Table Central Operating Area Water Systems Characteristics (2016) Table Central Operating Area Summary of Mains by Material Type (in miles) DISTRIBUTION SYSTEM ASSET PERFORMANCE Table Summary of Break Rate by Material for the Central Operating Area (2016) Exhibit 5.2.a - Summary of Main Breaks by Type in Central (2016) Exhibit 5.2.b - Summary of Main Breaks by Diameter in Central (2016) SYSTEM-SPECIFIC ISSUES INDIVIDUAL WATER SYSTEMS A. raritan Water System (PWSID NJ ) Table 5.4.A.1 - Raritan System Water Mains Table 5.4.A.2 - Raritan System Asset Summary Table B. Crossroads at oldwick Water System (PWSID NJ ) Table 5.4.B.1 - Crossroads at Oldwick System Water Mains Table 5.4.B.2 - Crossroads at Oldwick System Asset Summary Table... C. Frenchtown Water System (PWSID NJ )... Table 5.4.C.1 - Frenchtown System Water Mains... Table 5.4.C.2 - Frenchtown System Asset Summary Table PROPOSED DSIC PROJECTS-FILING i

88 New Jersey-American Water Company, Inc. SECTION 5. CENTRAL OPERATING AREA 5.1 OVERVIEW New Jersey American Water s Central Operating Area consists of three Public Community Water Systems in 48 municipalities in Union, Middlesex, Somerset, Morris, Hunterdon, and Mercer Counties. Combined, these water systems deliver approximately 138 MGD, on average, to 210,000 water customers. The Raritan System also provides bulk water supplies to other public community water systems in the region through bulk water sales agreements and inter-company transfers. Table details the number of customers and water usage by the three water systems. Exhibit 5.1 illustrates the location of these service areas. The system currently serves nine bulk water sales customers and two additional NJAWC systems. The nine bulk water sales customers are Liberty Water Company, Edison Water Company, Middlesex Water Company, Winfield Township, Franklin Township, Hopewell Borough, Aqua New Jersey - Lawrenceville, South Brunswick Township, and Monroe Township Utility Department. The NJAWC Passaic Basin System system receives water transfers from the Raritan System. Table Central Operating Area Water Systems Characteristics (2016) PWSID System Name Service Connections Population Served Avg Day Demand (MGD) Peak Day Demand (MGD) NJ Frenchtown 474 1, NJ Crossroads at Oldwick NJ Raritan Basin 206, , The primary sources of supply for this Operating Area is the Raritan River treated at the Canal Road Treatment Plant and the Raritan- Millstone Treatment Plant. Raw water supplies for these two water treatment plants are derived from intakes in the Raritan River, and supplemented when needed by the Millstone River, and the Delaware & Raritan Canal. Flows in the Raritan River are augmented by releases from the Spruce Run Reservoir and Round Valley Reservoir, both operated by the New Jersey Water Supply Authority. Flows in the Delaware & Raritan Canal are also controlled by the New Jersey Water Supply Authority. In addition to the surface water supplies, NJAWC also diverts ground water from various Piedmont and Inner Coastal Plain aquifers. Approximately 10% of the Central Operating Area finished water delivered to customers is produced from ground water sources. Currently, there are 69 active wells treated at 19 stations located throughout the franchise area of the system within Union, Middlesex, Somerset, Hunterdon, and Mercer Counties. Section 5. Central Operating Area Page 52

89 New Jersey-American Water Company, Inc. The Central Operating Area s corrosion control strategy includes ph control and the addition of phosphates as corrosion inhibitors at the Canal Road and Raritan-Millstone surface water treatment plants and groundwater well stations. Phosphates are used to inhibit the internal corrosion of water mains, to sequester iron, manganese, calcium, and magnesium, and to improve the quality of water in the distribution system by preventing scale deposits and tuberculation. Orthophosphate, added at the surface water treatment plants, inhibits corrosion as it reacts with dissolved minerals in the water to form a thin coating or film on the inner surface of the pipe that is exposed to the treated water. Blended poly phosphates are added at most well facilities in order to sequester soluble metals found in the groundwater. The two forms of phosphate addition (orthophosphate and blended poly phosphates) work together to provide corrosion control while also reducing discoloration and scaling from groundwater. The non-revenue water rate for the Central Operating Area in 2016 was 21.0%. Routine maintenance, flushing, leak detection, valve exercising, and meter replacement all occur on an ongoing basis to assist in controlling non-revenue water. The rate for this system is above the NJDEP guideline, but is similar to other utilities serving areas with significant topographic changes, numerous pumping zones and rocky soil conditions. Renewal of water mains in this area is important to assist in the reduction and control of leakage rates. The treated water from New Jersey American Water s sources of supply is conveyed to customers through 3,200 miles of distribution mains, with sections of the service areas dating back to the pre-10 period. Water mains were manufactured and installed over many decades, resulting in varying types of materials, sizes and joints. The type of water main installed was based on the predominant pipe material available at the time. Table provides a summary of the material and the diameter of the assets that continue to provide service. Section 5. Central Operating Area Page 53

90 New Jersey-American Water Company, Inc. Table Central Operating Area Summary of Mains by Material Type (in miles) Central Operating System All PWSID's Sum of Mile of Main Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron , ,580.5 Metal Plastic Pre Stressed Concrete Cylindrical Grand Total , ,174.3 Note: Due to rounding, not all the totals will sum. 5.2 DISTRIBUTION SYSTEM ASSET PERFORMANCE The useful life of mains, valves, hydrants and service connections varies based on materials, environment, internal and external corrosion rate, internal and external forces, ground freezing and thawing cycles, groundwater levels, soil conditions, and many other factors. As the water systems age there is a need to renew infrastructure to ensure safety and reliability, improve system flows and water pressure, protect water quality, promote conservation and reduce non-revenue water. The following section presents asset management data and conclusions regarding the need for accelerated investment. The performance of mains and their relative deterioration rate can be monitored by the break frequency and other characteristics. Table 5.2 shows the break frequency in tabular form. Exhibits 5.2.a and 5.2.b illustrate the number of repairs by material and type of break in the Central Operating Area during Table Summary of Break Rate by Material for the Central Operating Area (2016) Central District Total Asbestos Ductile Other District Cast Iron PCCP Plastic Cement Iron Metallic Total Miles of Main 59 1,3 1, ,174 Main Failures Failures per Mile Section 5. Central Operating Area Page 54

91 New Jersey-American Water Company, Inc. Exhibit 5.2.a - Summary of Main Breaks by Type in Central (2016) Section 5. Central Operating Area Page 55

92 New Jersey-American Water Company, Inc. Exhibit 5.2.b - Summary of Main Breaks by Diameter in Central (2016) Table 5.2 illustrates the highest break rate frequency (breaks/mile/year) in these systems (primarily the Raritan) occurs on cast iron, plastic, and other metallic mains. The majority of main failures are circular and split breaks in cast iron mains. The majority of breaks in this operating area occur on cast iron mains that were installed in the first half the 10 s. These mains are targeted for accelerated rehabilitation and replacement in the DSIC program. Circular failures generally result from the settlement of pipe due to erosion of the pipe bedding. The erosion of bedding material can result over time from a pinhole or joint leak on the main. Circular breaks are also noted in increased frequency when there is change in water temperature and attributed to thermal stress within the pipe. It should be noted that the split-type breakage is the second most common type of failure and quite significant for the Central Operating Area. Split breaks are caused by longitudinal stresses resulting from higher operating pressure and metal fatigue. Exhibit 5.2.a shows the majority of the main breaks in the Central Operating Area occur on older cast iron pipe with over 200 of those breaks attributable to circular failure. In addition to main breaks, the Central Operating Area has numerous customer complaints related to discolored water. Cleaning and cement mortar lining has been utilized to rehabilitate unlined cast iron mains that contribute to frequent water quality complaints. This technique can only be used if the mains are found to be structurally sound and of adequate hydraulic capacity after rehabilitation. For example, any Section 5. Central Operating Area Page 56

93 New Jersey-American Water Company, Inc. mains that have had a break history in the past are not suitable candidates for cleaning and cement mortar lining, as this rehabilitation method does not add any structural integrity to the mains. NJAW will investigate projects suitable for structural lining where economically feasible. Valves, hydrants and service connections are replaced during the cleaning and lining rehabilitation projects as these assets have a shorter service life than the mains. 5.3 SYSTEM-SPECIFIC ISSUES The Central Operation Area includes a very large regional water system serving both urban and suburban neighborhoods and two small water systems. The primary distribution system issues in this system are: (1) Older, urban communities with undersized water mains with high break rates, internal tuberculation and limited fire flow; (2) Older cast iron mains in many older suburban areas no longer provide the required level of service, have higher break rates and limited fire flow capacity; (3) Several communities have been identified for NJAWC s rehabilitation program via the Company s cleaning and lining program; these include communities with frequent discolored water complaints and low local fire flows; and (4) Broken valves. The rehabilitation program (via cleaning and lining) presented in this Foundational Filing includes renewal of the distribution systems in Clark, Cranford, Garwood, and Westfield. These towns have been identified as prime candidates for non-structural rehabilitation through the cement-mortar cleaning and lining method. The above towns and, to a lesser extent, Fanwood, North Plainfield and Scotch Plains, have entire neighborhoods with old, structurally sound, unlined cast iron mains installed in the earlier 10 s with no history of breaks, but with numerous water quality issues, where cleaning and lining is appropriate and costeffective. These projects will rehabilitate entire neighborhoods through cleaning and lining of unlined cast iron mains, main replacements, valve and hydrant replacements, and service lateral replacements. An example of the replacement of mains due to higher break frequency includes the eastern portion of the Central Operating Area, primarily in Linden, Roselle and Roselle Park. These areas consist of old, unlined and brittle cast iron mains that are prone to breaks with even the slightest pressure change. Often, when transfers from other regional systems in the eastern portion of the service area are necessary to maintain services during emergencies or scheduled shutdowns, the break frequency in this portion of the Central Operating Area is noticeably increased. Similarly, the issue of older cast iron mains with a high break rate exists within Princeton Township and Princeton Borough, causing major traffic disruptions and escalated repair costs. Manville also has a significant break history with a large amount of asbestos cement pipe. Section 5. Central Operating Area Page 57

94 New Jersey-American Water Company, Inc. A list of DSIC-eligible projects proposed to be completed between 2018 and 2020 is shown in Table 5.5. Most of the projects consist of replacing water mains from the early- to mid-10 s in the water systems in the Central Operating Area. 5.4 INDIVIDUAL WATER SYSTEMS A. RARITAN WATER SYSTEM (PWSID NJ ) System Description The Raritan System is a public water system providing water to 48 municipalities in Union, Middlesex, Somerset, Morris, Hunterdon and Mercer Counties, with a combined population of 550,000. Source of Supply & Production Approximately % of the Raritan System finished water delivered to customers is produced at the Raritan- Millstone WTP and the Canal Road WTP, and 10% is from groundwater from multiple well stations throughout the service area. Distribution & Storage The Raritan System is operated with 26 pressure gradients, with storage provided by 40 water storage tanks and approximately 3,200 miles of water mains as shown in Tables 5.4.A.1 and 5.4.A.2, below. Table 5.4.A.1 - Raritan System Water Mains Raritan Basin NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron , ,573.3 Metal Plastic Pre Stressed Concrete Cylindrical Grand Total , ,166.5 Note: Due to rounding, not all the totals will sum. Section 5. Central Operating Area Page 58

95 New Jersey-American Water Company, Inc. Table 5.4.A.2 - Raritan System Asset Summary Table Raritan System PWSID NJ Miles of Main 3,167 Hydrants 17,131 Valves 64,845 Service Connections 206,981 B. CROSSROADS AT OLDWICK WATER SYSTEM (PWSID NJ ) System Description The Crossroads at Oldwick Water System is a public water system providing primarily residential water service to this subdivision located in Tewksberry Township, Hunterdon County. Source of Supply & Production The Crossroads at Oldwick obtains its water supply from three groundwater wells drilled into the Kittatinny Formation with a combined permitted capacity of mgd. Distribution & Storage The distribution system has one pressure zone maintained by one MG ground tank, two hydropneumatic tanks, and approximately 1 mile of water mains ranging in size from 6-inch to 12-inch shown in Tables 5.4.B.1 and 5.4.B.2, below. Table 5.4.B.1 - Crossroads at Oldwick System Water Mains Crossroads at Oldwick NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Ductile Iron 1 1 Grand Total 1 1 Section 5. Central Operating Area Page 59

96 New Jersey-American Water Company, Inc. Table 5.4.B.2 - Crossroads at Oldwick System Asset Summary Table Cross Roads at Oldwick System PWSID NJ Miles of Main 1 Hydrants 11 Valves 20 Service Connections 76 C. FRENCHTOWN WATER SYSTEM (PWSID NJ ) System Description The Frenchtown System is a public water system providing water service to residential and commercial customers in Frenchtown Borough. This service area is located along the Delaware River, with customers extending to the municipal boundary in Alexandria Township in Hunterdon County. Source of Supply & Production The Frenchtown System obtains its water supply from four groundwater wells drilled into the Passaic Aquifer. Distribution & Storage The distribution system has two pressure zones: the Main Service zone and High Service zone. There is one storage tank, Ridge Road Reservoir, with a capacity of 0.75 MG, located in the High Service zone. A booster station at the Race Street Station pumps water from the Main Service zone to the High Service zone. There are approximately 7 miles of pipe service in Frenchtown as shown in Tables 5.4.C.1 and 5.4.C.2, below. Table 5.4.C.1 - Frenchtown System Water Mains Frenchtown NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Grand Total Note: Due to rounding, not all the totals will sum. Section 5. Central Operating Area Page

97 New Jersey-American Water Company, Inc. Table 5.4.C.2 - Frenchtown System Asset Summary Table Frenchtown System PWSID NJ Miles of Main 7 Hydrants 40 Valves 215 Service Connections PROPOSED DSIC PROJECTS-FILING Approximately four hundred eighty (480) pipeline projects (970,000 LF or 184 miles) have been identified in the Central Operating Area and are listed in Appendix C. Approximately, three hundred twenty (320) of these projects have been identified as priority projects for the 2018 through 2020 fiscal years, and are described in Table 5.5, below. The scope and location of the identified projects are presented within this section. Several opportunities for the non-structural, standard cleaning and lining renewal method exist in this operating area. NJAWC proposes to renew a significant portion of the distribution grid of unlined cast iron (CIU) in this Foundational Filing by replacing approximately 567,000 feet (107 mi.) and cleaning and lining 229,000 feet (43 mi.) some of which may include structural or semi-structural lining of main. The total renewal program proposed in this Foundational Filing for the Central Operating Area is approximately 151 miles of the existing 926 miles of CIU pipes, or 16%. Section 5. Central Operating Area Page 61

98 Exhibit 5.1 MORRIS Legend ESSEX WARREN Service Area MORRIS Crossroads at Oldwick Frenchtown HUDSON Raritan Basin UNION HUNTERDON SOMERSET MIDDLESEX COUNT Y MUNICIPALIT Y SERVED HUNT ERDON HUNT ERDON HUNT ERDON HUNT ERDON Raritan T ownship Readington T ownship Readington T ownship T ewksbury T ownship MERCER MERCER MERCER MERCER Hopewell T ownship Lawrence T ownship Princeton West Windsor T ownship MIDDLESEX MIDDLESEX MIDDLESEX MIDDLESEX MIDDLESEX MIDDLESEX MIDDLESEX MIDDLESEX MIDDLESEX Cranbury T ownship Dunellen Borough Edison T ownship Middlesex Borough Monroe T ownship Piscataway T ownship Plainsboro T ownship South Brunswick T ownship South Plainfield Borough MERCER COUNT Y MUNICIPALIT Y SERVED SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET SOMERSET Bound Brook Borough Branchburg T ownship Bridgewater T ownship Far Hills Borough Franklin T ownship Green Brook T ownship Hillsborough T ownship Manville Borough Millstone Borough Montgomery T ownship North Plainfield Borough Raritan Borough Rocky Hill Borough Somerville Borough South Bound Brook Borough Warren T ownship Watchung Borough UNION UNION UNION UNION UNION UNION UNION UNION UNION UNION UNION UNION UNION UNION UNION Clark T ownship Cranford T ownship Fanwood Borough Garwood Borough Hillside T ownship Kenilworth Borough MONMOUTH Linden City Mountainside Borough Plainfield City Roselle Borough Roselle Park Borough Scotch Plains T ownship Springfield T ownship Union T ownship Westfield T own New Jersey American Water Central Operating Area µ

99 New Jersey American Water, Inc. Table DSIC Priority Projects (Central Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7524 Central Operating Area BOUND BROOK BOROUGH Wheatland Ave Main replacement $ 100,000 Replace 7 8 Ductile Iron Safety and Reliability/Structural 2017Q Central Operating Area BOUND BROOK BOROUGH Von Kuren Ave Main replacement $ 337,000 Replace Ductile Iron CI Safety and Reliability/Structural 2017Q Central Operating Area BOUND BROOK BOROUGH Cedercrest Dr. /Lawrence Rd. Main replacement $ 672,000 Replace 2,178 8 Ductile Iron CI Safety and Reliability 2018Q Central Operating Area BOUND BROOK BOROUGH Legion Ct / Tea St Main replacement $ 282,000 Replace Ductile Iron 19 0 CI Safety and Reliability/Structural Q2 16 Central Operating Area BOUND BROOK BOROUGH Codringgton Pl Main Replacement $ 288,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area BOUND BROOK BOROUGH Daley Pl Main replacement $ 75,000 Replace Ductile Iron Safety and Reliability/Structural Q Central Operating Area BOUND BROOK BOROUGH Marion St. Main Replacement $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area BOUND BROOK BOROUGH Helfin St. Main Replacement $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area BOUND BROOK BOROUGH Vossseller Ave Main replacement $ 200,000 Replace Ductile Iron 1920's 6 Cast Iron Water Quality 2020Q Central Operating Area BOUND BROOK BOROUGH Chestnut St. Main Replacement $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Metape Circle. Main Replacement $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Meadow Drive Main Replacement $ 800,000 Replace 4,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Schoolhouse Ln. Main Replacement $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Codrington Drive Main Replacement $,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH West Maple Ave. Main Replacement $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BRIDGEWATER TWP Colonial Way Main Replacement $ 914,000 Replace Ductile Iron 19 8 CI Safety and Reliability/Structural 2017Q4 70 Central Operating Area BRIDGEWATER TWP Bridgewater Morgan lart 22 to Union ave $ 462,0 Replace 2, Ductile Iron 19's 16 Cast Iron Safety and Reliability/Structural 2018Q Central Operating Area BRIDGEWATER TWP Carteret rd Main replacement $ 1,0,000 Replace 4,026 8 Ductile Iron 19 8 CI Safety and Reliability/Structural 2018Q Central Operating Area BRIDGEWATER TWP Finderne ave 16" A/C main replacement $ 400,000 Replace 1, Ductile Iron 1950's 16 Unknown Safety and Reliability/Structural 2020Q Central Operating Area BRIDGEWATER TWP Vosseller Ave Main Replacement $ 400,000 Replace 1,800 8 Ductile Iron 1930's 6 Cast Iron Water Quality 2020Q Central Operating Area BRIDGEWATER TWP Marie Avenue Main replacement $ 475,000 Replace 2,100 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 2020Q Central Operating Area CLARK TWP Alice La. ( Coldevin to James ) $ 261,0 Replace 1,308 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Clauss Rd. ( Schmidt to Blake ) $ 184,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Coldevin Rd. ( Sunset to James ) $ 371,800 Replace 1,859 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Georgian Dr. ( Ross to Sherwood ) $ 225,800 Replace 1,129 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Grand St. ( Brant to Dead End ) $ 128,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Lupine Way ( Malvern to Park Ridge ) $ 165,200 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Meadow Rd. ( Lake to Stonehedge ) $ 507,800 Replace 2,539 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Willow Way ( Briar Heath to Briar Heath ) $ 331,0 Replace 1,658 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Ginesi Dr. ( Cul de sac #1) $ 35,875 Replace Ductile Iron 1980's 4 Cast Iron System Flows and Pressure Q Central Operating Area CLARK TWP Ginesi Dr. ( Cul de sac #2 ) $ 57,050 Replace Ductile Iron 1980's 4 Cast Iron System Flows and Pressure Q Central Operating Area CLARK TWP Willow Way, Brookside Terr., Orchard Terr., Clark $ 2,140,000 Rehab 10,520 6 Other Plastic CI System Flows and Pressure 2020Q4 284 Central Operating Area CRANFORD TWP Cranford Chestnut Street4" main 300 ft $ 54,000 Replace Ductile Iron System Flows and Pressure Q Central Operating Area CRANFORD TWP Brookdale Pl. ( Brookdale Rd. to Dead End ) $ 56,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Q Central Operating Area CRANFORD TWP Victoria Ct. ( Moss La. to Dead End ) $ 37,625 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Q Central Operating Area CRANFORD TWP North Ave. ( Gallows Hill Rd. to Carpenter Pl. ) $ 1,3,050 Rehab 8, Cast Iron 10's 12 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Wadsworth Terr. ( Orange Ave. to Cranford Ave. ) $ 368,000 Replace 1,840 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP S. Union Ave. ( Lexington to W. Lincoln ) $ 640,400 Replace 3,202 8 Ductile Iron 10's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Retford Ave. ( Lexington to W. Lincoln ) $ 621,0 Replace 3,108 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Oak La. ( Manor to Dead End ) $ 518,000 Replace 2,5 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Lenox Ave. ( Casino to N. Union ) $ 185,800 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Middlebury La. ( from Gallows Hill to Canterbury ) $ 156,0 Replace Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Indian Spring Rd. to Makatom Dr. looping back to Orchard. $ 578,780 Replace 2,703 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Colby La. ( Dead End to Dead End ) $ 297,130 Replace 1,396 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Pittsfield St. ( from Orchard to Berkeley ) $ 207,475 Replace Ductile Iron 10 6 CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Hampton St. ( from Orchard to Berkeley ) $ 239,235 Replace 1,128 8 Ductile Iron 10 6 CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Berkeley Pl. (from West End to Hampton ) $ 145,125 Replace Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area DUNELLEN BOROUGH Fairview Ave. ( Walnut to Center ) $ 322,200 Replace 1,611 8 Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area DUNELLEN BOROUGH South Ave. & Grove St. ( Hall St. to New Market Rd.) $ 540,000 Replace 2,700 8 Ductile Iron 6 CI Safety and Reliability/Structural 2018Q Central Operating Area DUNELLEN BOROUGH Lehigh St. ( High St. to Fairview Ave. ) $ 1,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 2018Q Central Operating Area DUNELLEN BOROUGH 2nd Street ( Schwartz Pl. to Lincoln Ave. ) $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area DUNELLEN BOROUGH 1st Street ( N. Washington Ave. to Schwartz Pl. ) $ 8,000 Replace 3,040 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area FANWOOD Paterson Rd. $ 671,000 Replace 3,355 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area FANWOOD Beech Ave. ( LaGrande to South ) $ 399,200 Replace 1,996 8 Ductile Iron 10's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Burns Way ( Helen to S. Martine ) $ 312,200 Replace 1,561 8 Cast Iron 1970's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Forest Rd. ( Midway to North ) $ 267,000 Replace 1,335 8 Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Russell Rd. ( Midway to North ) $ 400,400 Replace 2,002 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Woodland Ave. ( N. Martine to Dead end ) $ 422,400 Replace 2,112 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q4 11 Central Operating Area FRANKLIN TWP Franklin Nassau Streetfrom Griggs to Fort $ 42,000 Replace Ductile Iron Pre 10 6 Cast Iron Safety and Reliability/Structural Q4 12 Central Operating Area FRANKLIN TWP Franklin Fort Streetfrom Cedar to Nassau $ 112,500 Replace Ductile Iron Pre 10 6 Cast Iron Safety and Reliability/Structural 2018Q Central Operating Area FRENCHTOWN BOROUGH South Harrison St Main Replacement $ 100,000 Replace 10 6 Ductile Iron GALV Safety and Reliability Q4 Garwood/Cranford Rehab Ph Lf of Distribution mains S of GARWOOD BOROUGH 307 Central Operating Area Unami Park $ 1,875,000 Rehab 25,000 6 Other 1920's 6 Cast Iron System Flows and Pressure 2018Q4 Garwood/Cranford Rehab Ph Lf of Distribution mains N of GARWOOD BOROUGH 308 Central Operating Area Unami Park $ 1,725,000 Rehab 23,000 6 Other 1920's 6 Cast Iron System Flows and Pressure 2018Q4 Garwood/Cranford Rehab Ph1a 6,330 LF of 16" main along Clifton & GARWOOD BOROUGH 630 Central Operating Area Sycamore Ave $ 1,481,000 Rehab 6, Other 1920's 16 Cast Iron System Flows and Pressure 2018Q4 Garwood/Cranford Rehab Ph 2a 7,0 Lf of Distribution mains NE of GARWOOD BOROUGH 631 Central Operating Area Unami Park $ 836,000 Rehab 7,0 6 Other 1920's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area GARWOOD BOROUGH North Ave. ( 4th Ave. to Gallows Hill Rd. ) $ 1,164,375 Rehab 5, Cast Iron 1910's 12 Cast Iron System Flows and Pressure 2018Q4 Page 1 of 5

100 New Jersey American Water, Inc. Table DSIC Priority Projects (Central Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7010 Central Operating Area GREEN BROOK TWP Lenox Ave. ( Fitzrandolph to Highland ) $ 296,000 Replace 1,480 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area GREEN BROOK TWP Jefferson Ave. ( Bet. Maxall & 3rd Bridge Crossing $ 52,000 Rehab Other CI Safety and Reliability/Structural Q Central Operating Area HILLSBOROUGH TWP Kimblerly Road from Dukes Pkway to Johanson Ave $ 200,000 Replace 1,000 8 Ductile Iron Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Hammler Road from Taylor Ave to Claudia Road $ 320,000 Replace 1,0 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Gail Road between Hammler Road and Johanson Ave $,000 Replace 0 8 Ductile Iron 1930's 4 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Claudia Road between Taylor Ave and Johanson Ave $ 1,000 Replace Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Hawly Road between Taylor Ave and Johanson Ave $ 140,000 Replace Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Cul de Sac near inter section of Taylor Ave and Johanson Ave $ 50,000 Replace Ductile Iron 1930's 4 Asbestos Cement Safety and Reliability/Structural Q Central Operating Area HILLSBOROUGH TWP Dukes Pkwy between Taylor Ave and Johanson Ave $ 303,750 Replace 1, Ductile Iron 1930's 10 Cast Iron Safety and Reliability 2019Q Central Operating Area HILLSBOROUGH TWP Dukes Pkwy from Johanson Ave to Dead End $ 155,000 Replace Ductile Iron 1930's 10 Cast Iron Safety and Reliability 2019Q Central Operating Area HILLSBOROUGH TWP Taylor Ave from Duke Pkwy to Johanson Ave $ 515,000 Replace 2,575 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Central Operating Area HILLSBOROUGH TWP Johanson Ave from Dukes Pkwy to Taylor Road $ 715,000 Replace 3,575 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Central Operating Area HILLSIDE Glenwood Ave from Eastern Pkwy to near hydrant HHSD 247 $ 122,000 Replace Ductile Iron 1930's 6 Cast Iron Water Quality 2019Q Central Operating Area HILLSIDE Glenwood Ave from near valve VHSD 423 to hydrant HHSD 248 $ 80,000 Replace Ductile Iron Unknown 12 Unknown Water Quality Q Central Operating Area HILLSIDE Easement between Bunett St and Glenwood Ave $ 22,000 Replace Ductile Iron 1930's 6 Unknown Water Quality Q Central Operating Area HILLSIDE Bloy St from Rt 22 East to Long Ave $ 34,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Q Central Operating Area HILLSIDE Long Ave from Bloy St to Liberty Ave $ 366,000 Replace 1, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area HILLSIDE Morris Place from Clark St to dead end $ 126,000 Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area HILLSIDE Sweetland Ave. ( Glenwood Ave. to Bloy St. ) $ 283,800 Replace 1,320 8 Ductile Iron CEM System Flows and Pressure 2019Q Central Operating Area HILLSIDE Route 22 Westbound ( Bloy St. to Cornell Pl.) $ 264,450 Replace 1,230 8 Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area HILLSIDE Hillside Cleaning Lining $ 10,295,585 Rehab 53,345 6 Other CI Water Quality 2019Q Central Operating Area JAMESBURG Rhode Hill Rd. main replacement $ 250,000 Replace 1,000 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG Forge Street from Buckelew Ave to beyond valve # VJB 175 $ 200,000 Replace 1,000 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG Michael St from Buckelw Ave to dead end $ 146,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q4 William Street from Buckelew Ave to dead ends (Both sides of JAMESBURG 6480 Central Operating Area Buckelew Ave) $ 236,000 Replace 1,180 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG New Street from Buckelew Ave to dead end $,000 Replace 0 8 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG Marryott St from Buckelew Ave to dead end $ 140,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG East /West Rail Road Ave Main tie in $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area JAMESBURG West Church Street from Davison Ave to Gatzmer Ave $ 65,000 Replace Ductile Iron 1940's 4 Stove Pipe Safety and Reliability/Structural Q Central Operating Area KENILWORTH BOROUGH Richfield Ave Main REplacement $ 240,000 Replace 1,157 8 Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area KENILWORTH BOROUGH Springfield Road ( Rt. 22 to Black Brook Park ) $ 295,000 Replace 1,471 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2020Q Central Operating Area KENILWORTH BOROUGH Springfield Rd. ( Black Brook Park to Boright & Lafayette ) $ 664,000 Replace 3,317 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2020Q Central Operating Area KENILWORTH BOROUGH 14th St. ( Lafayette to Boulevard ) $ 545,000 Replace 2,272 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2020Q4 LINDEN CITY Tremley Point Main Replacement, Linden, Phase 1 South Wood Avenue 12" main from Grasseli Road to end of Linden / Roselle 300 Central Operating Area Sewage Authority. $ 1,125,000 Replace 3, PVC 1910's 12 Cast Iron Safety and Reliability/Structural 2017Q Central Operating Area LINDEN CITY Dewitt St. ( W. Curtis to W. Blancke ) $ 433,0 Replace 2,168 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2017Q Central Operating Area LINDEN CITY Dill Ave. ( Grant to Park ) $ 347,0 Replace 1,738 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2017Q4 75 Central Operating Area LINDEN CITY Tremley Point Main Replacement, Phase 2, Linden $ 1,100,000 Replace 3, PVC 1910's 12 Cast Iron Safety and Reliability/Structural 2017Q4 77 Central Operating Area LINDEN CITY Tremley Point Main Replacement Phase 3 Linden $ 675,000 Replace 2, PVC 1910's 12 Cast Iron Safety and Reliability/Structural 2018Q3 76 Central Operating Area LINDEN CITY E. Curtis St. ( Maple to W. Baltimore ) $ 575,340 Replace 2,676 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Union St. ( Maple to W. Baltimore ) $ 559,215 Replace 2,1 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Cleveland Ave (Maple to Lincoln) $ 471,495 Replace 2,193 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Jackson Ave. ( Maple to Lincoln ) $ 451,500 Replace 2,100 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Van Buren Ave (McCandless to Dead end.) $ 278,425 Replace 1,295 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY pierce ave(bower to dead end) $ 162,755 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Keep St(between W St. Georges and N. Stiles St $ 297,775 Replace 1,385 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Ercama St (between W St. Georges Ave and W Henry St) $ 378,400 Replace 1,7 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Erudo St (between W St. Georges to W. Elm St) $ 479,880 Replace 2,232 8 Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Lindegar St (between W St. Georges Ave and W. Elm St) $ 491,275 Replace 2,303 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Laurita St(between W St. George Ave and W. gibbons St) $ 175,225 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Miltonia St (between W. St. Georges Ave to W. Gibbons St. $ 187,050 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Summit St(between W St. George Ave and W. Curtis St) $ 341,850 Replace 1,5 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Ainsworth St( between W St. George Ave to W. Curtis St.) $ 330,240 Replace 1,536 8 Ductile Iron 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Orchard Ter.(between W. St. George Ave to Gesner St) $ 136,525 Replace Ductile Iron 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Gesner St(between N. Wood Ave to Laurita St.) $ 520,300 Replace 2,420 8 Ductile Iron 6 CI Water Quality 2018Q Central Operating Area LINDEN CITY W. Henry St (between N Stiles St and N Wood Ave) $ 696,0 Replace 3,240 8 Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W. Elm St( between N. Stiles St and N. Wood Ave) $ 647,150 Replace 3,010 8 Ductile Iron DI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Knopf St(between N. Stiles St and N Wood Ave) $ 584,800 Replace 2,720 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W. Curtis St(between N. Stiles and N. Wood Ave) $ 766,5 Replace 3,567 8 Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Laurita St( between W. Curtis St and N. Stiles St.) $ 385,280 Replace 1,792 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Miltonia St(between W. Curtis St and N Stiles St.) $ 477,085 Replace 2,219 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Lafayette St(between W Curtis and W Blancke St.) $ 447,200 Replace 2,080 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Spruce St (between W Curtis St and W Blancke St) $ 425,485 Replace 1,979 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Miner Ter (between W Curtis St to W Blancke St.) $ 409,3 Replace 1,4 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Brook St (between W Curtis St and W Blancke St) $ 391,730 Replace 1,822 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Helen St (between W. Elm St and W Blancke St) $ 191,135 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W Blancke St (between N Wood Ave to N Stiles St) $ 499,875 Replace 2,325 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W Price St (Between Donaldson Pl and Lumber St) $ 213,925 Replace Ductile Iron CI System Flows and Pressure 2018Q4 Page 2 of 5

101 New Jersey American Water, Inc. Table DSIC Priority Projects (Central Operating Area) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 9182 Central Operating Area LINDEN CITY Donaldson St (between W Price St to Dead End towards tracks) $ 142,975 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W. Price St/Lumber St(between W Elizabeth Ave to Wood Ave) $ 318,200 Replace 1,480 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W Elizabeth Ave (between N Stiles St to N Wood Ave) $ 6,000 Replace 2, Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Wood Ave (between St George Ave and Amsterdam Ave) $ 1,980,000 Replace 6,0 12 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Carnegie St (between Middlesex St to Penn Ave) $ 569,750 Replace 2,650 8 Ductile Iron CEM System Flows and Pressure 2018Q Central Operating Area LINDEN CITY McCandless St (between Penn Ave and St Georges Ave ) $ 1,245,000 Replace 4, Ductile Iron CEM System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Bower St (St Georges to Hussa St) $ 731,000 Replace 3,400 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Pierce Ave (between Bower St to Dead End) $ 165,550 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY VanBuren Ave (between McCandless St and Dead End) $ 169,850 Replace 1,100 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Jackson Ave (Lincoln to Clark St) $ 412,800 Replace 1,920 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Cleveland Ave ( between Maple to Lincoln) $ 475,150 Replace 2,210 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Union St (W Baltimore to Clark St) $ 475,150 Replace 2,210 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY E. Curtis St (between W. Baltimore to Maple Ave) $ 574,050 Replace 2,670 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Middlesex St(W Baltimore to Maple Ave) $ 586,950 Replace 2,730 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY E. Henry St. (N. Wood Ave to Carnegie St) $ 972,875 Replace 4,525 8 Ductile Iron 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Princeton Rd. ( Lenape to Sunnyfield ) $ 413,445 Replace 1,922 8 Ductile Iron 19 2 CI System Flows and Pressure 2019Q Central Operating Area LINDEN CITY Brook St. ( W. Curtis to W. Blancke ) Replace Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area LINDEN CITY S. Wood Ave. ( W. Stimpson to Cedar ) $,000 Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Q Central Operating Area LINDEN CITY Brunswick Ave. (Park to Morses Mill ) Bayway Refinery $ 720,000 Replace 3, Ductile Iron 10's 12 Cast Iron System Flows and Pressure 2020Q4 71 Central Operating Area MANVILLE BOROUGH Manville Finderne Ave south of English CT bridge $ 200,000 Replace Steel 19's 12 Galvanized Steel Safety and Reliability Q4 46 Central Operating Area MANVILLE BOROUGH South 14th Ave Main replacement $ 145,000 Replace Ductile Iron CI Safety and Reliability/Structural Q4 63 Central Operating Area MANVILLE BOROUGH South 16th Ave Main replacement $ 150,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q4 77 Central Operating Area MANVILLE BOROUGH North 5th Avenue Main replacement $ 400,000 Replace 1,774 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 78 Central Operating Area MANVILLE BOROUGH North 6th Ave Main Replacement $ 500,000 Replace 2,077 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South St Main Replacement $ 1,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH Dakota St Main replacement $ 150,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q4 9 Central Operating Area MANVILLE BOROUGH South 3rd Ave Main Replacement between South St and Camplain Rd. $ 325,000 Replace 1,688 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH Filak Ave /South 2nd St Main Replacement $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 18th Ave. Main Replacement $ 300,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 17th Ave Main Replacement $ 300,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 16th Ave Main Replacement $ 300,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 14 Ave. Main Replacement $ 300,000 Replace 1,123 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 13 Ave Main replacement $ 300,000 Replace 1,157 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH Pope St Main replacement $ 350,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 7th Street Main Replacement $ 400,000 Replace 1,722 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 77 Central Operating Area MANVILLE BOROUGH Manville S Main Street bridge Roosevelt to JFK $ 648,000 Replace 1, Ductile Iron 1930's 10 Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH Central avenue Main Replacement $ 100,000 Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 2019Q4 45 Central Operating Area MANVILLE BOROUGH South 15th Ave Main replacement $ 171,416 Replace Ductile Iron CI Safety and Reliability/Structural Q4 80 Central Operating Area MANVILLE BOROUGH North 7th Avenue Main Replacement $ 550,000 Replace 2,293 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH Washington Ave Main Replacement $ 150,000 Replace 4 8 Ductile Iron AC Safety and Reliability/Structural Q Central Operating Area MANVILLE BOROUGH South 5Th Ave Main Replacement $ 450,000 Replace 1,875 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 6th Street Main replacement $ 400,000 Replace 1,712 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 8th Avenue Main replacement $ 400,000 Replace 2,043 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 10th Avenue main replacement $ 350,000 Replace 1,477 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 12th Ave Main Replacement $ 350,000 Replace 1,453 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 11th Street Main replacement $ 400,000 Replace 2,079 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MIDDLESEX BOROUGH Chestnut St. From Raritan Ave. to C Street $ 262,0 Replace 1,300 8 Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area MIDDLESEX BOROUGH Beechwood Rd/Orchard Rd(between Ambrose to Lydecker Pl) $ 586,950 Replace 2,730 8 Ductile Iron 19 6 CI System Flows and Pressure 2019Q Central Operating Area MIDDLESEX BOROUGH Fairview Ave. From Union Ave to Seneca Ave. $ 540,000 Replace 2,700 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Melrose Ave. From Union Ave. to Seneca Ave. $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Greene Ave. From Union Ave. to Osceola Ave. $ 268,000 Replace 1,340 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Delaware Ave. From Greene Ave. to Clinton Ave. $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH East Greenlawn Ave. From Melrose Ave. to Woodland Ave. South. $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Seneca Ave. From Melrose Ave. to Pierrepont Ave. $ 380,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH F Street From Chestnut St. to Ashland Rd. $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area MIDDLESEX BOROUGH D Street. From Lincoln Blvd. to Ashland Rd. $ 304,000 Replace 1,520 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH C Street. From Lincoln Blvd. to Ashland Rd. $ 632,000 Replace 3,1 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH South Ave. From Mountain Ave. to Blackford Ave. $ 220,000 Replace 1,100 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2020Q Central Operating Area MILLBURN A Street From Lincoln Blvd. to Ashland Rd. $ 288,000 Replace 1,440 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area NORTH PLAINFIELD BOROUGH Various Streets North Plainfield $ 2,400,000 Rehab 7,500 6 Other Plastic CI System Flows and Pressure 2017Q Central Operating Area NORTH PLAINFIELD BOROUGH Jefferies Pl. ( Mountain Ave. to Tie In ) $ 55,0 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Lewis St., ( Mountain Ave. to Tie In ) $ 96,750 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Rutledge Ct., Cul De Sac ) $ 26,250 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Anworth Ave., ( From Farragut to Mali ) $ 81,700 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH North Plainfield Cleaning Lining $ 4,140,815 Rehab 21,455 6 Other CI Water Quality 2018Q Central Operating Area NORTH PLAINFIELD BOROUGH Verdon St. ( Summit to Grandview ) $ 73,000 Replace Ductile Iron 1910's 2 Cast Iron System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Allen Pl. ( Fairview to Dead End ) $ 38,150 Replace Ductile Iron 1980's 4 Cast Iron System Flows and Pressure Q4 71 Central Operating Area NORTH PLAINFIELD BOROUGH Route 22 West., ( Rock Ave., Greenbrook to Terrill Rd., Watchung ) $ 7,946,800 Replace 19, Ductile Iron DI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP South Ave Replace Ductile Iron 19 6 CI Relocation/Opportunity 2017Q4 Page 3 of 5

102 New Jersey American Water, Inc. Table DSIC Priority Projects (Central Operating Area) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7544 Central Operating Area PISCATAWAY TWP Short, Ann & Mabel St., Piscataway $ 181,675 Replace Ductile Iron CI System Flows and Pressure 2017Q Central Operating Area PISCATAWAY TWP Easement ( William St to Right of Way ) $ 88,650 Replace HDPE 19's 12 Steel Safety and Reliability Q Central Operating Area PISCATAWAY TWP Haight Ave. ( New Market Rd. to Terminus ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2018Q Central Operating Area PISCATAWAY TWP Victoria Ave. (Haight Ave. to Van Winkle Pl. ) $ 420,000 Replace 2,100 8 Ductile Iron 6 CI Safety and Reliability/Structural 2018Q Central Operating Area PISCATAWAY TWP Willow Ave. ( VPIS #1614 to VPIS #1852 ) $ 494,500 Replace 2,300 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Stelton Rd. ( New Brunswick to Emma Pl. ) $ 189,000 Replace Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Mohill Pl. ( Summers to Carlton ) $ 111,800 Replace Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Carlton Ave. ( S. Washington to Nelson ) $ 306,000 Replace 1, Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Hamilton Blvd. ( Maple to S. Washington ) $ 81,700 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area PISCATAWAY TWP Emma Pl. ( Stelton to Nelson ) $ 123,000 Replace Ductile Iron CI System Flows and Pressure Q4 286 Central Operating Area PISCATAWAY TWP Piscataway Carlton Ave $ 0,000 Replace 4,500 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 2020Q4 Piscataway River Road 16" main From Haywood to Winwoodand PISCATAWAY TWP 288 Central Operating Area from Maplehurst to Barber $ 0,000 Replace 4, Ductile Iron Unknown 16 Cast Iron Relocation/Opportunity 2020Q Central Operating Area PLAINFIELD CITY Elaine Ct. $ 56,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Q4 78 Central Operating Area PLAINSBORO TWP Plainsboro Jeffers/PastureSignal 22/flushing/loss water $ 185,400 Replace 1,030 8 Ductile Iron 1950's 4 Cast Iron Water Quality 2018Q4 79 Central Operating Area PRINCETON BOROUGH Princeton Boro Elm RoadHodge to 206Main Breaks $ 432,000 Replace 2,400 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2018Q Central Operating Area PRINCETON BOROUGH Dickenson St between alexander St and University Pl. $ 100,000 Replace Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural Q Central Operating Area PRINCETON BOROUGH Bank Street Main Replacement $ 229,000 Replace 8 8 Ductile Iron 1920's None Selected Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON BOROUGH Fisher Ave. Main Replacement $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON BOROUGH Stanley Ave. Main Replacement $ 128,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON BOROUGH Leavitt Ln. Main Replacement $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON BOROUGH Fitzraldolph Rd. Main Replacement $ 128,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON BOROUGH Prospect Ave. Main Replacement $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON BOROUGH Aiken Ave. Main Replacement $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Nassau Street Main Replacement $ 0,000 Replace 2, Ductile Iron Safety and Reliability/Structural 2017Q4 84 Central Operating Area PRINCETON TWP Princeton Township Stuart Road Great Road to Cherry Hill Road $ 3,0 Replace 5, Ductile Iron 1930's 8 Cast Iron System Flows and Pressure 2018Q4 83 Central Operating Area PRINCETON TWP Princeton Township RidgeView RoadGreat Road to Cherry Hill Road $ 1,026,000 Replace 5, Ductile Iron Unknown 12 Ductile Iron Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON TWP Laurel Rd. Main Replacement $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP State Rd./ U.S. 206 Main Replacement $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Cuyler Rd. Main Replacement $ 108,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Dempsey Ave. Main Replacement $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Jefferson Rd. Main Replacement $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Birch Ave. Main Replacment $ 340,000 Replace 1,700 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP King St. Main Replacement $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Eisenhower St. Main Replacement $ 52,000 Replace 4 8 Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area PRINCETON TWP Marshall Ave. Main Replacement $ 124,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Devereux Ave. Main Replacement $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 93 Central Operating Area PRINCETON TWP Halsey St. Main Replacement $ 88,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area PRINCETON TWP Butler Rd. & Butler Ave. Main Replacement $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Balsam Ln. Main Replacement $ 212,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Longview Dr. Main Replacement $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area RARITAN BOROUGH Anderson St Main replacement $ 325,000 Replace 1,035 8 Ductile Iron 4 CI Safety and Reliability/Structural 2017Q Central Operating Area RARITAN BOROUGH Greenholm St. Main Replacement $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area RARITAN TWP Harrison Street South/ 629 Main Replacement $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area ROSELLE BOROUGH Various Streets for Cleaning & Lining $ 1,500,000 Rehab 5,000 6 Cast Iron CI System Flows and Pressure 2017Q Central Operating Area ROSELLE BOROUGH Hamilton St. ( E. 1st & E. 2nd ) $ 78,750 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area ROSELLE BOROUGH Linden Rd. $ 204,250 Replace Ductile Iron CI System Flows and Pressure 2017Q Central Operating Area ROSELLE BOROUGH Locust St. ( Btw. 1st & 2nd ) $ 107,500 Replace Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area ROSELLE BOROUGH Drake Ave. $ 150,500 Replace Ductile Iron 4 CI System Flows and Pressure 2018Q4 Roselle Park Roosevelt Place Paved yr morbetween Lincoln ROSELLE PARK BOROUGH 96 Central Operating Area and Webster $ 108,000 Replace 0 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 2018Q Central Operating Area ROSELLE PARK BOROUGH W. Lincoln Ave. ( Faitoute to Laurel ) $ 262,0 Replace 1,313 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area ROSELLE PARK BOROUGH Colonial Rd. ( Bender to Ragland ) $ 102,0 Replace Ductile Iron 19's 4 Cast Iron System Flows and Pressure 2019Q Central Operating Area ROSELLE PARK BOROUGH Bender Ave. ( E. Lincoln to E. Grant ) $ 171,400 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area ROSELLE PARK BOROUGH W. Colfax Ave. ( Laurel to Chestnut ) $ 543,800 Replace 2,719 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area SCOTCH PLAINS TWP Park Ave. ( Route 22 to Portland ) $ 841,275 Replace 3, Ductile Iron 10's None Selected Cast Iron System Flows and Pressure 2019Q Central Operating Area SCOTCH PLAINS TWP Evergreen Ave. ( From Portland Ave. to Jerusalem Rd. Reservior ) $ 5,019,000 Replace 4, Ductile Iron CEM Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Codrington Pl. main replacement $ 225,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area SOMERVILLE BOROUGH North Gaston Ave. Main Replacement $ 222,000 Replace 2,220 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Veterans Memorial Drive 8" main replacement between New St and S. SOMERVILLE BOROUGH Central Operating Area Doughty Ave. $ 70,000 Replace 4 12 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area SOMERVILLE BOROUGH East High Street. Main Replacement $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area SOMERVILLE BOROUGH Vanderveer Ave. Main Replacement $ 340,000 Replace 1,667 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Grant Ave. Main Replacement $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Fairmont Ave. Main Replacement $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Steele Ave. Main Replacement $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH E. Cliff St. Main Replacement $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Culver St. Main Replacement $ 3,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Catherine St. Main Replacement $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 Page 4 of 5

103 New Jersey American Water, Inc. Table DSIC Priority Projects (Central Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 9319 Central Operating Area SOMERVILLE BOROUGH Sycamore St. Main Replacement $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area SOMERVILLE BOROUGH Madison St. Main Replacement $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Division St. Main Replacement $ 124,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2020Q Central Operating Area SOUTH BRUNSWICK TWP Euclid Ave Main Replacement $ 200,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 2019Q Central Operating Area SOUTH BRUNSWICK TWP Heathcote Brook Rd Main replacement $ 250,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 2019Q Central Operating Area SOUTH BRUNSWICK TWP Prospect St main replacement $ 150,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural Q Central Operating Area SOUTH BRUNSWICK TWP Prospect St main replacement $ 150,000 Replace Ductile Iron 1920's 4 Cast Iron Safety and Reliability/Structural Q4 294 Central Operating Area SOUTH PLAINFIELD BOROUGH South Plainfield Park Avenue Bridge Reconstruction $ 1,100,000 Replace Ductile Iron Unknown 36 PCCP Relocation/Opportunity Q4 Morris Ave (west bound lane between Salem Rd and Train tressle UNION TWP 9201 Central Operating Area before Green St) $ 344,000 Replace 1,0 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Salem Rd (between Morris Ave and Galloping Hill Rd) $ 1,765,150 Replace 8,210 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Potter Ave (between Morris Ave and Dead End) $ 245,100 Replace 1,144 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Arnet Ave (between Morris Ave and Beverly Rd) $ 211,775 Replace Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Carteret Ave (between Morris and Huquenot) $ 317,125 Replace 1,475 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Townley Ave. ( Broadwell Ave. to Morris Ave. ) $ 412,000 Replace 2,0 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Broadwell Ave. (Colonial Ave. to Salem Rd. ) $ 280,000 Replace 1,400 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Minute Arms Rd. ( Broadwell Ave. to Colonial Arms Rd. ) $ 372,000 Replace 1,8 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Sherwood Rd. ( Colonial Ave. to Salem Rd. ) $ 320,000 Replace 1,0 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Huguenot Ave. ( Colonial Ave. to Colonial Arms Rd. ) $ 440,000 Replace 2,200 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Beverly Rd. ( Lorraine Ave. to Arnet Ave. ) $ 340,000 Replace 1,700 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Lum Ave. ( Colonial Ave. to Terminus ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Summit Pl. ( Colonial Ave. to Lorraine Ave. ) $ 104,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Putnam Rd. ( Colonial Ave. to Salem Rd. ) $ 300,000 Replace 1,500 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Wayne Terrace ( Colonial Ave. to Salem Rd. ) $ 328,000 Replace 1,640 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Prescott Rd. ( Colonial Ave. to Fairfield Way ) $ 140,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Lancaster Rd. ( Prescot Rd. to Terminus ) $ 80,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural Q Central Operating Area UNION TWP Fairfield Way ( Wayne Terrace to Terminus ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Princeton Rd. ( Fairfield Way to Duquesne Terrace ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Lexington Rd. ( Princeton Rd. to Wayne Terrace ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Duquesne Terrace ( Plymouth Rd. to Dwight Terr. ) $ 248,000 Replace 1,240 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Plymouth Rd. ( Salem Rd. to Terminus ) $ 268,000 Replace 1,320 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Halsey Ave. & Dwight Terrace ( Salem Rd. to Terminus ) $ 148,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Bennington Dr. ( Plymouth Rd. to Princeton Rd ) $ 140,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Winchester Ave. ( Randolph Pl. to Salem Rd. ) $ 700,000 Replace 3,500 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q4 92 Central Operating Area UNION TWP Nixon Rd. ( Minute Arms Rd. to Huguenot Ave. ) $ 200,000 Replace 1,000 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Martin Pl (Huntington Rd. to Randolph Pl ) $ 84,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural Q Central Operating Area UNION TWP Colonial Arms Rd. ( Cranbury Rd. to Terminus ) $ 6,000 Replace 3,300 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Martin Road ( Spring Hill Rd. to Martin Pl. ) $ 284,000 Replace 1,420 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Forest Dr. ( Salem Rd. to Chesnut St ) $ 650,000 Replace 3,000 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Huntington Rd. ( Galloping Hill Rd. to Salem Rd. ) $ 404,000 Replace 2,020 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Sheridan St., Poplar St., Garden St., Union $ 2,200,000 Rehab 11,650 6 Other Plastic CI System Flows and Pressure 2020Q Central Operating Area WARREN TWP Stirling Rt. 78 Overpass $ 92,000 Rehab Other ST System Flows and Pressure Q4 72 Central Operating Area WARREN TWP Mountain Blvd. ( Wildwood Terr. to Mt. Bethel Rd. ) $ 1,272,300 Replace 4, Ductile Iron CI System Flows and Pressure 2020Q4 West Windsor Alexander WallaceIntersection of N Post to WEST WINDSOR TWP 5Central Operating Area Harris AveMajor restoration each time over 10, $ 330,000 Replace 1,4 12 Ductile Iron 19's 10 Cast Iron Safety and Reliability/Structural 2018Q4 6Central Operating Area WEST WINDSOR TWP West Windsor Fisher Ave. $ 98,400 Replace Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2018Q4 7Central Operating Area WEST WINDSOR TWP West Windsor Washington RoadRoute 1 to Fairview 12" main $ 297,000 Replace 1, Ductile Iron 1950's 10 Cast Iron Safety and Reliability/Structural 2018Q4 8Central Operating Area WEST WINDSOR TWP West Windsor Wheeler Way $ 238,500 Replace 1,325 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2018Q Central Operating Area WESTFIELD St. Paul St. ( North Ave. to E. Broad St. ) $ 346,365 Replace 1,782 8 Ductile Iron 10 6 CI System Flows and Pressure 2019Q Central Operating Area WESTFIELD St. Marks Ave. ( from S. Chestnut to St. Paul ) $ 503,745 Replace 2,077 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area WESTFIELD Tremont Ave. ( from S. Chestnut to St. Paul ) $ 491,920 Replace 2,301 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area WESTFIELD Fairmont Ave. ( from S. Chestnut to S. Euclid ) $ 352,385 Replace 2,033 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area WESTFIELD Hillcrest Ave. ( from S. Chestnut to North Ave. ) $ 345,935 Replace 1,9 8 Ductile Iron 10 6 CI System Flows and Pressure 2020Q4 70 Central Operating Area WOODBRIDGE TWP St. Georges Home Depot $ 300,000 Replace Ductile Iron CEM Safety and Reliability/Structural Q4 subtotal $ 146,617,431 Page 5 of 5

104 New Jersey-American Water Company, Inc. Table of Contents Section 6. Coastal Operating Area OVERVIEW Table Coastal Operating Area Water Systems Characteristics (2016) Table Coastal Summary of Mains by Material Type (in miles) DISTRIBUTION SYSTEM ASSET PERFORMANCE Table Summary of Break Rate by Material for Coastal Operating Area (2016) Exhibit 6.2.a - Summary of Failures Type by Material (2016) Exhibit 6.2.b - Summary of Failures by Diameter (2016) SYSTEM-SPECIFIC ISSUES COASTAL OPERATING AREA INDIVIDUAL SYSTEM DESCRIPTIONS A. Coastal North Water System (PWSID NJ ) Table 6.4.A.1 - Coastal North System Water Mains Table 6.4.A.2 - Coastal North System Asset Summary Table B. Union Beach Water System (PWSID NJ ) Table 6.4.D.1 - Union Beach System Water Mains Table 6.4.D.2 - Union Beach System Asset Summary Table C. NEW EGYPT WATER SYSTEM (PWSID NJ ) Table 6.4.E.1 - New Egypt System Water Mains Table 6.4.E.2 - New Egypt System Asset Summary Table D. DEEP RUN (PWSID NJ ) Table 6.4.F.1 - Deep Run System Water Mains Table 6.4.F.2 - Deep Run System Asset Summary Table E. Atlantic County Water System (PWSID NJ01102) Table 6.4.G.1 - Summary of Atlantic County System Water Mains Table 6.4.G.2 - Atlantic County System Asset Summary Table F. Cape May Courthouse Water System (PWSID NJ050610) Table 6.4.H.1 - Cape May Court House System Water Mains Table 6.4.H.2 - Cape May Court House System Asset Summary Table G. Ocean City Water System (PWSID NJ ) Table 6.4.I.1 - Ocean City System Water Mains Table 6.4.I.2 - Ocean City System Asset Summary Table H. Strathmere Water System (PWSID NJ ) Table 6.7.J.1 - Strathmere System Water Mains Table 6.4.J.2 - Strathmere System Asset Summary Table PROPOSED DSIC PROJECTS-FILING i

105 SECTION 6. COASTAL OPERATING AREA 6.1 OVERVIEW New Jersey-American Water Company, Inc. The Coastal Operating Area is located in the coastal region of New Jersey, covering portions of Monmouth, Ocean, Atlantic and Cape May Counties. The Coastal Operating Area consists of eight Public Community Water Systems serving 48 municipalities including the Coastal North regional system, Union Beach, Deep Run and New Egypt systems in Plumstead Twp., the Atlantic County regional system, Ocean City, Cape May Court House and Strathmere systems shown in Table 6.1.1, below. New Jersey American Water currently provides service to approximately 200,000 customers in the Coastal Operating Area, serving a population of approximately 519,000. Exhibit 6.1a and Exhibit 6.1b shows the location of these service areas. PWSID Table Coastal Operating Area Water Systems Characteristics (2016) System Name Service Connections Population Served Avg Day Demand (MGD) Peak Day Demand (MGD) NJ Coastal North 127, , NJ Union Beach NJ Jensen's Deep Run NJ New Egypt (Plumstead) 440 1, NJ01102 Atlantic County 41, , NJ Ocean City 17,506 47, NJ05010 Cape May Courthouse 2, 5, NJ Strathmere The sources of supply for this region include three surface water treatment plants, numerous ground water well stations and bulk purchases from Atlantic City MUA. The Oak Glen, Swimming River and Jumping Brook surface water treatment plants located in Monmouth County provide water across the northern portion of the Coastal Operating area. In addition, as a large regional water system, the water treatment process includes optimized corrosion control treatment. The Coastal Operating Area s corrosion control strategy includes ph control and the addition of corrosion inhibitors. Phosphates are used to inhibit the internal corrosion of water mains, to sequester iron, manganese, calcium, and magnesium minerals, and to improve the quality of water in the distribution system by preventing scale deposits and tuberculation. Blended poly phosphates are added at all well facilities in order to sequester soluble metals and minerals found in the groundwater. Orthophosphate, added at the surface water treatment plants in the northern portion of the Coastal Section 6. Coastal Operating Area Page 62

106 New Jersey-American Water Company, Inc. Operating area, inhibits corrosion as it reacts with dissolved minerals in the water to form a thin coating or film on the inner surface of the pipe that is exposed to the treated water. The two forms of phosphate additions (orthophosphate and blended poly phosphates) work together to reduce discoloration and scaling issues as well as taste and odor issues in the groundwater. The non-revenue water rate in the Coastal Operating Area averaged 7.1% in This rate, below the NJDEP guideline, is an important aspect of water resource management in the coastal area to optimize supplies and combat salt water intrusion in freshwater aquifers. Factors contributing to this low rate include (1) numerous well sources and flat terrain which aid in managing pressure, (2) sandy soils to help reduce the corrosivity of the underground environment, (3) the relative constant temperature of the groundwater supplies, and (4) routine maintenance, flushing, leak detecting, valve exercising, and meter replacement which occur on an ongoing basis and assist in controlling leakage and non-revenue water rates. The treated water from New Jersey American Water s sources of supply is conveyed to customers through over 2,0 miles of distribution mains, with sections of the operating area dating back to the pre-10 period. Water mains were manufactured and installed over many decades, resulting in a wide variety of materials, pipe sizes and joint types. The type of water main installed was based on the predominant pipe material available at the time. Table 6.1.2, below, provides a summary of the materials and diameter of the assets that continue to provide service. Table Coastal Summary of Mains by Material Type (in miles) Coastal Operating System All PWSID's Sum of Mile of Main Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron 5.4 1, ,300.0 Metal Plastic Pre Stressed Concrete Cylindrical Grand Total , ,5.3 Note: Due to rounding, not all the totals will sum. Section 6. Coastal Operating Area Page 63

107 New Jersey-American Water Company, Inc. 6.2 DISTRIBUTION SYSTEM ASSET PERFORMANCE The following section presents asset management data and conclusions regarding the need for accelerated investment. The performance of mains and their relative deterioration rate can be monitored by the break frequency, and characteristics. Table 6.2 shows the miles of main, number of breaks and calculated breaks per mil in tabular form. Exhibits 6.2.a and 6.2.b illustrate the number of repairs by material and type of break in the Coastal Operating Area during The useful life of mains, valves, hydrants, and service connections varies based on materials, environment, internal and external corrosion rates, internal and external forces, ground freezing and thawing cycles, groundwater levels, soil conditions and many other factors. As water systems age, infrastructure needs to be renewed to ensure safety and reliability, improve system flows and water pressure, protect water quality, promote conservation and reduce non-revenue water. This section examines system performance based on these types of parameters, and presents recommendations for acceleration of investment where needed. Table 6.2 and Exhibit 6.2.a, below, provide a summary of repairs by material and type of break in the Coastal Operating Area during Table Summary of Break Rate by Material for Coastal Operating Area (2016) Coastal District Total Asbestos Cement Cast Iron Ductile Iron Other Metallic PCCP Plastic District Total Miles of Main Main Failures Failures per Mile Section 6. Coastal Operating Area Page 64

108 New Jersey-American Water Company, Inc. Exhibit 6.2.a - Summary of Failures Type by Material (2016) Exhibit 6.2.b - Summary of Failures by Diameter (2016) Section 6. Coastal Operating Area Page 65

109 New Jersey-American Water Company, Inc. Data on main breaks and main lengths were compiled by service area from NJAWC s MapCall and GIS data files. Table 6.2 illustrates the highest break rate frequency in these systems occurs on cast iron, and other metallic pipes. These mains are targeted for accelerated rehabilitation and replacement in the DSIC program. Particularly high (over one order of magnitude) is the other metallic pipe category which mostly comprises of galvanized pipes at 2.7 breaks per mile. Exhibit 6.2.a illustrates that circular failures are the predominant break type, followed by external corrosion, and splits. Circular failures generally result from the settlement of pipe due to erosion of the pipe bedding or traffic loads. Bed settling generally occurs as a result of pinhole or joint leaks, which cause erosion in the area. Circular failures, as indicated by the chart, are most common type of breaks for cast iron mains. Circular breaks are also noted in increased frequency when there is change in water temperature, and attributed to thermal stress within the pipe. Corrosion is second and closely followed by the split breaks. Corrosion breaks are mainly caused by aggressive soils while split breaks are caused by longitudinal stresses resulting from material fatigue. Joint leaks can be attributed to external corrosion, gasket deterioration, or mechanical failures. It should also be noted that the corrosion and split type breakage is more common on Other Metallic pipe in this area. This is another indication that accelerated investment to replace Other Metallic mains is warranted. The majority of asbestos cement pipe (ACP) failures in the Coastal Operating Area are either circular or split type breaks. This is consistent with visual observations made of old ACP in aggressive soils where the pipe material is softened, reducing its tensile strength. Because of the difficulty of repairing ACP, replacement of the entire pipe length is generally performed; the ACP is generally too weak for a clamp repair. 6.3 SYSTEM-SPECIFIC ISSUES COASTAL OPERATING AREA The northern portion of the Coastal Operating Area (Monmouth, and Ocean County) distribution system was installed over many decades, and was built with the pipe materials available at the time. The pipe material and design standards used followed the best practices of the time; however, many of these are considered obsolete for today s service needs. The following are specific concerns in this operating area: (1) Aggressive soil conditions in certain areas, which often leads to corrosion on the exterior of older cast iron and galvanized steel mains; (2) Redevelopment and increased housing density, which drives the need for replacement of small diameter mains; and (3) Higher break frequency rates for other metallic and cast iron mains. The distribution system performance in the community of Aberdeen, Monmouth County, is an example of where this first issue has resulted in frequent breaks and service interruptions. The problem is continuing, Section 6. Coastal Operating Area Page 66

110 New Jersey-American Water Company, Inc. not withstanding significant ACP replacement in recent years. The Aberdeen system was constructed in the 1940 s of thin-walled asbestos cement piping. Experience has shown that asbestos cement pipes (ACP) in this area have deteriorated to such an extent that crews report that during repairs, the pipe wall has been found to be spongy. Thin-walled ACP, typically used on small-diameter installations, has a much higher break rate than its counterpart, large diameter asbestos cement pipes manufactured with thicker walls. Experience has also shown that once a section of ACP main is replaced in the distribution system, it typically results in increased rates of failure for the downstream sections of pipe. Main breaks in this area often result in large sink holes, which pose significant public safety issues. While NJAWC is actively replacing the inadequate ACP mains in this operating center with PVC mains, it is imperative that this accelerated program continue until completely remedied. A systematic and accelerated replacement schedule is again included in this Foundational Filing to replace approximately 408,000 linear feet (77 miles) of inadequate ACP mains in the Coastal Region, approximately 10% (40,400 LF) are in Aberdeen. The second key issue for this area relates to a revival in a number of municipalities of Smart Growth plans and private redevelopment. Many of these towns have water mains in excess of 100 years old, consisting mainly of unlined, undersized cast iron pipe. Many small housing units are being replaced with larger residential units, including multi-family homes and condominiums. This trend has resulted in an increase in system demand, domestic use and fire suppression needs. Mains originally sized for small residential units needing nominal fire flow are now carrying greater flows than the original design criteria. In order to continue safe and adequate service, the replacement of small-diameter mains and the elimination of hydraulic restrictions in the system are needed. The third significant issue in this area is the break rate of older cast iron mains and other metallic mains. While the issue is not unique to any one section of the service area, it is quite prevalent, particularly in older communities built prior to World War II. In addition, significant internal tuberculation built up over many decades has severely restricted the hydraulic capacity of these mains, causing local low flow and pressure problems. These mains are frequent sources of water quality complaints, mostly discoloration. Communities that have a greater frequency of these issues include Asbury Park, Lakewood, Ocean Grove, and Ortley Beach. The break rate, water quality complaints and obsolete flow capacity combine to generate the prioritization of these mains for renewal. In order to improve the level of service and reduce the break frequency in these particular areas as well other, smaller areas, the replacement of these mains is paramount. For these reasons, NJAWC has identified and prioritized for replacement approximately 1,628,000 linear feet (308 miles) of failing cast iron mains within the Coastal Region in the accelerated program submitted within this Foundational Filing. Significant break and flow issues from the galvanized steel pipe which was widely used in the 1940s and 1950s are also generating customer complaints. The Coastal Region has significant exposure to this type Section 6. Coastal Operating Area Page 67

111 New Jersey-American Water Company, Inc. of pipe with nearly 17.5 miles of other metallic pipe generating a break rate in excess of 3 breaks per year, per mile in While the majority of the southern Coastal Operating Area, which includes portions of Atlantic and Cape May Counties, is comprised of ductile iron, there is a significant portion (21%) comprising cast iron. Asbestos cement pipe comprises approximately 5%. The balance is comprised of Plastic and Galvanized Steel pipe. The southern portion of the Coastal Operating Area has seen a trend of converting smaller, older homes into new larger residential units, including multi-family homes and condominiums. These conversions have been most common in the Ocean City and Strathmere systems, resulting in localized increases in system demands and associated flows. Mains originally sized for the smaller residential units are now carrying greater flows than those for which they were designed. The replacement of smaller diameter mains along with elimination of hydraulic restrictions in the system is needed to continue safe and reliable water service. A list of DSIC-eligible projects with the Coastal Region to be completed in 2018 through 2020 is shown in Table 6.5. The balance of renewal and replacement projects identified for the Coastal Region and included in this Foundational Filing are listed in Appendix C. Most of the projects consist of replacing water mains that are from the early- to mid-10 s in the various water systems in the Coastal Operating Area. In addition, these renewal projects, when completed, will increase reliability, safety and water quality to customers in this area. 6.4 INDIVIDUAL SYSTEM DESCRIPTIONS A. COASTAL NORTH WATER SYSTEM (PWSID NJ ) System Description The Coastal North System is a public water system providing service to 35 municipalities in parts of Monmouth and Ocean Counties. The Coastal North water system has several sales for resale customers: Matawan, Keansburg, Shorelands Water Company, Red Bank, Avon by the Sea, Belmar, Lake Como, Point Pleasant and Farmingdale. The total demand of these bulk customers is approximately 4.3 MGD. Source of Supply & Production The Coastal North System is supplied by various groundwater and surface water sources of supply. Raw surface water supplies are treated at the Swimming River Treatment Plant (SRTP), the Jumping Brook Treatment Plant (JBTP) and the Oak Glen Treatment Plant (OGTP). The SRTP is supplied by the Swimming River Reservoir and three wells. The JBTP is supplied by the Glendola Reservoir, a NJAWCowned reservoir that holds raw water purchased from the New Jersey Water Supply Authority (NJWSA). Section 6. Coastal Operating Area Page 68

112 New Jersey-American Water Company, Inc. The JBTP also treats surface water from intakes off the Shark River and Jumping Brook, as well as groundwater from three wells. The Oak Glen Treatment Plant (OGTP), located in Howell Township, treats raw water purchased from the NJWSA. Additional wells are located throughout Howell Township, Lakewood and along the barrier island in Ocean County. Distribution & Storage The system has a total of 29 distribution storage facilities, consisting of standpipes, ground storage tanks, elevated tanks, and reservoirs, not including several clearwells. There are 1,800 miles of main ranging in size from 2-inch to 66-inch as shown in Tables 6.4.A.1 and 6.4.A.2, below. Table 6.4.A.1 - Coastal North System Water Mains Coastal North NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Grand Total , ,801.8 Note: Due to rounding, not all the totals will sum. Table 6.4.A.2 - Coastal North System Asset Summary Table Coastal North System PWSID NJ Miles of Main 1,802 Hydrants 7,791 Valves 33,837 Service Connections 127,615 Section 6. Coastal Operating Area Page 69

113 New Jersey-American Water Company, Inc. B. UNION BEACH WATER SYSTEM (PWSID NJ ) System Description The Union Beach Water System is a Public Water System in northern Monmouth County bounded by the Raritan Bay to the north, Hazlet Township to the east and south, and Keyport Borough to the west. The Union Beach water system is predominantly residential and commercial, has no sale for resale customers, and currently has no customers accounting for more than 10% of total system delivery. Source of Supply & Production To supply Union Beach customers, NJAWC transports water through the former Shorelands Water Company system 1 via two interconnection facilities. NJAWC also delivers water to Shorelands system from the Coastal North regional system. An emergency interconnection with the Keyport Borough water system is also maintained. Distribution & Storage The distribution system operates as one pressure gradient with approximately 27 miles of main ranging in size from 4-inch to 12-inch as shown in Tables 6.4.D.1 and 6.4.D.2, below. The system maintains one standpipe. Table 6.4.D.1 - Union Beach System Water Mains Union Beach NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Note: Due to rounding, not all the totals will sum. 1 A plan is being developed to consolidate the Union Beach and Shorelands systems into the greater Coastal North system in the near future. Section 6. Coastal Operating Area Page 70

114 New Jersey-American Water Company, Inc. Table 6.4.D.2 - Union Beach System Asset Summary Table Union Beach System PWSID NJ Miles of Main 27 Hydrants 224 Valves 711 Service Connections 2450 C. NEW EGYPT WATER SYSTEM (PWSID NJ ) System Description The New Egypt System is a public water system located in Ocean County. It is located approximately 6.5 miles east from NJAWC s Mt. Holly System. The New Egypt System provides water service to the New Egypt area of Plumsted Township. In 2014, its operation and management moved to the Coastal Operating Area, under Lakewood Operating Center. Source of Supply & Production The supply for the New Egypt System consists of two wells located at the Oakford Avenue Station. Both well pumps are drilled in the Englishtown aquifer and have acceptable water quality. Distribution & Storage The distribution system operates as one gradient. The system includes two elevated tanks with a total storage of 0.35MG. There are 8 miles of main ranging in size from 3-inch to 12-inch as shown in Tables 6.4.E.1 and 6.4.E.2. Table 6.4.E.1 - New Egypt System Water Mains New Egypt (Plumstead) NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Unlined Ductile Iron Metal Grand Total Section 6. Coastal Operating Area Page 71

115 New Jersey-American Water Company, Inc. Table 6.4.E.2 - New Egypt System Asset Summary Table New Egypt System PWSID NJ Miles of Main 8 Hydrants 59 Valves 212 Service Connections 440 D. DEEP RUN (PWSID NJ ) The Deep Run System is a public water system located in Plumstead Township, Burlington County, New Jersey. Deep Run is located approximately one (1) mile east of New Egypt along CR 537. Demand NJAWC provides service to approximately 256 residential units in the Deep Run service area. Source of Supply & Production The Deep Run System has five permitted wells drilled into the Mount Laurel Wenonah Formation. Distribution & Storage The system is operated as one gradient. The system consists of two storage tanks that have a capacity of MG and 4 miles of main ranging in size from 2-inch to 12-inch. Table 6.4.F.1 - Deep Run System Water Mains Jensen's Deep Run NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Plastic Grand Total Table 6.4.F.2 - Deep Run System Asset Summary Table Deep Run System PWSID NJ Miles of Main 4 Hydrants 14 Valves 45 Service Connections 246 Section 6. Coastal Operating Area Page 72

116 New Jersey-American Water Company, Inc. E. ATLANTIC COUNTY WATER SYSTEM (PWSID NJ01102) System Description The Atlantic County System is a public water system located in Atlantic County serving customers in Absecon City, Egg Harbor Township, Galloway Township, Linwood City, Northfield City, Pleasantville City, and Somers Point City. Source of Supply & Production The source of supply for the Atlantic County service area is derived from 25 wells at 19 well stations located throughout the service area, drawing from either the Kirkwood-Cohansey formation or the 800-Foot Sands formation. The Atlantic County System also maintains an interconnection with the Atlantic City Municipal Utilities Authority (ACMUA) 2. Distribution & Storage The Atlantic County distribution system operates as two pressure gradients with seven elevated tanks, approximately 0 miles of water main ranging in size from 1-inch to 24-inch in diameter, and more than 2,000 fire hydrants as shown in Tables 6.4.G.1 and 6.4.G.2, below. Table 6.4.G.1 - Summary of Atlantic County System Water Mains Atlantic County NJ01102 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Note: Due to rounding, not all the totals will sum. 2 NJAW s bulk purchase agreement with ACMUA terminated in November Only emergency interconnections remain. Section 6. Coastal Operating Area Page 73

117 New Jersey-American Water Company, Inc. Table 6.4.G.2 - Atlantic County System Asset Summary Table Atlantic County System PWSID NJ01102 Miles of Main 7 Hydrants 2,065 Valves 10,727 Service Connections 41,625 F. CAPE MAY COURTHOUSE WATER SYSTEM (PWSID NJ050610) System Description The Cape May Court House Water System is a public water system serving customers in Cape May Court House, Mayville, Burleigh, Swainton, and surrounding areas in Middle Township, Cape May County. The Cape May Court House Water System has no sale for resale customers and currently has no customers accounting for more than 10% of total system delivery. Source of Supply & Production The system supply is approximately 85% groundwater and 15% purchased water. NJAWC owns and maintains three wells located in the northern, central, and southern parts of the service area, and one metered interconnection with Wildwood City. Two wells draw from the AC 800-Foot Sands and one well from Kirkwood-Cohansey aquifer, with a combined pumping capacity of 3.89 MGD. Distribution & Storage The distribution system operates as one pressure gradient with two elevated tanks and approximately 45 miles of main ranging in size from 1-inch to 16-inch as shown on Tables 6.7.I.1 and 6.7.I.2, below. Section 6. Coastal Operating Area Page 74

118 New Jersey-American Water Company, Inc. Table 6.4.H.1 - Cape May Court House System Water Mains Cape May Courthouse NJ05010 Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Note: Due to rounding, not all the totals will sum. Table 6.4.H.2 - Cape May Court House System Asset Summary Table Cape May Courthouse System PWSID NJ05010 Miles of Main 46 Hydrants 237 Valves 854 Service Connections 2, G. OCEAN CITY WATER SYSTEM (PWSID NJ ) System Description The Ocean City Water System is a public water system serving customers within Ocean City, Marmora, Beesley s Point and other surrounding areas of Upper Township in Cape May County. The Ocean City Water System has no sale for resale customers, and currently has no customers accounting for more than 10% of total system delivery. Source of Supply & Production The Ocean City system is supplied by eleven wells drawing from the AC 800-Foot Sands aquifer. Section 6. Coastal Operating Area Page 75

119 New Jersey-American Water Company, Inc. Distribution & Storage The distribution system currently operates as one pressure gradient maintained by two elevated tanks, one standpipe, and a reservoir. A new storage tank is planned for the Seaville area of Upper Twp., with an accompanying higher pressure gradient for the inland portion of Upper Twp. The Ocean City system has approximately 110 miles of main ranging in size from less than 6-inch to 24-inch as show on Tables 6..4.I.1 and 6.4.I.2, below. Table 6.4.I.1 - Ocean City System Water Mains Ocean City NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Asbestos Cement Cast Iron Lined Cast Iron Unlined Ductile Iron Metal Plastic Pre Stressed Concrete Cylindrical Grand Total Note: Due to rounding, not all the totals will sum. Table 6.4.I.2 - Ocean City System Asset Summary Table Ocean City System PWSID NJ Miles of Main 107 Hydrants 809 Valves 2,706 Service Connections 17,506 Section 6. Coastal Operating Area Page 76

120 New Jersey-American Water Company, Inc. H. STRATHMERE WATER SYSTEM (PWSID NJ ) System Description The Strathmere System is a public water system serving customers in a small shore community within the eastern-most part of Upper Township in Cape May County. Strathmere is bounded by Strathmere Bay to the west, Corson Inlet to the north, the Atlantic Ocean to the east, and Sea Isle City to the south. Source of Supply & Production The source of supply for the Strathmere service area is derived from two wells, both drilled into the 800- Foot Sands aquifer, with a combined pumping capacity of MGD. NJAWC also maintains an emergency connection with the City of Sea Isle. Distribution & Storage The Strathmere distribution system operates as one pressure maintained by Vincent Avenue elevated tank. The system has 5 miles of mains ranging in size up to 12-inch as shown in Tables 6.4.J.1 and 6.4.J.2, below. Table 6.7.J.1 - Strathmere System Water Mains Strathmere NJ Miles of Main by Diameter Material < 6" 6" to 12" 14" to 16" > 16" Total Cast Iron Unlined Ductile Iron Metal Plastic Grand Total Note: Due to rounding, not all the totals will sum. Table 6.4.J.2 - Strathmere System Asset Summary Table Strathmere System PWSID NJ Miles of Main 5 Hydrants 19 Valves 116 Service Connections 370 Section 6. Coastal Operating Area Page 77

121 New Jersey-American Water Company, Inc. 6.5 PROPOSED DSIC PROJECTS-FILING Approximately 1,400 pipeline projects have been identified in the Coastal Operating Area and are listed in Appendix C. Four-hundred fifty (450) of these projects have been identified as high priority projects for , and are listed in Table 6.5, below. The scope and location of the identified projects are presented in this section. Due to pipe size and condition and individual project scope, only few projects presented opportunity for Cleaning and Lining renewal method. Section 6. Coastal Operating Area Page 78

122 Exhibit 6.1a µ OCEAN MIDDLESEX MONMOUTH New Jersey American Water Coastal Operating Area (North) COUNTY MUNICIPALITY SERVED COUNTY MUNICIPALITY SERVED MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH Aberdeen Township Allenhurst Borough Asbury Park City Bradley Beach Borough Colts Neck Township Deal Borough Eatontown Borough Fair Haven Borough Freehold Borough Hazlet Township Highlands Borough Holmdel Township Howell Township Interlaken Borough Little Silver Borough Loch Arbour Village MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH MONMOUTH Long Branch City Marlboro Township Middletown Township Monmouth Beach Borough Neptune City Borough Neptune Township Ocean Township Oceanpoint Borough Rumson Borough Sea Bright Borough Shrewsbury Borough Shrewsbury Township Tinton Falls Borough Union Beach Borough Wall Township West Long Branch Borough COUNTY OCEAN OCEAN OCEAN OCEAN OCEAN OCEAN OCEAN OCEAN MERCER MUNICIPALITY SERVED Bay Head Borough Berkeley Township Brick Township Jackson Township Lakewood Township Lavallette Borough Mantoloking Borough Toms River Towship Legend Shorelands Coastal North BURLINGTON Deep Run New Egypt Union Beach

123 COUNTY ATLANTIC ATLANTIC ATLANTIC ATLANTIC ATLANTIC ATLANTIC ATLANTIC ATLANTIC MUNICIPALITY SERVED Absecon City Egg Harbor Township Galloway Township Linwood City Northfield City Pleasantville City CUMBERLAND Port Republic City Somers Point City BURLINGTON Exhibit 6.1b CAPE MAY CAPE MAY CAPE MAY CAPE MAY Middle Township Ocean City Strathmere Upper Township ATLANTIC New Jersey American Water Coastal Operating Area (South) µ CAPE MAY Legend Service Area Atlantic Cape May Ocean City Strathmere

124 New Jersey American Water, Inc. Table DSIC Priority Projects (Coastal Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 543 Coastal Operating Area ABERDEEN Aberdeen North Cir, From Northland to Northland $ 150,000 Replace PVC 1950's 6 Asbestos Cement Safety and Reliability/Structural 2017Q4 545 Coastal Operating Area ABERDEEN Aberdeen Nobel Pl, from Norwood to End $ 135,000 Replace PVC 1950's 8 Asbestos Cement Safety and Reliability/Structural 2017Q4 42 Coastal Operating Area ABERDEEN Overlea Lane Main Replacement $ 210,000 Replace 1,400 8 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q4 49 Coastal Operating Area ABERDEEN Woodman Place Main Replacement $ 150,000 Replace 7 8 PVC 19's 8 Asbestos Cement Safety and Reliability 2017Q4 51 Coastal Operating Area ABERDEEN Wister Main Replacement $ 63,450 Replace PVC 19's 8 Asbestos Cement Safety and Reliability Q4 52 Coastal Operating Area ABERDEEN Waverly Place Main Replacement $ 165,000 Replace 1,100 8 PVC 19's 8 Asbestos Cement Safety and Reliability 2017Q4 54 Coastal Operating Area ABERDEEN Linda Circle Main Replacement $ 150,000 Replace 1,000 8 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q4 55 Coastal Operating Area ABERDEEN Woodbrook Drive Main Replacement $ 321,750 Replace 2,145 8 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q4 79 Coastal Operating Area ABERDEEN June Place Main Replacement $ 112,500 Replace PVC 19's 6 Asbestos Cement Safety and Reliability/Structural 2017Q4 80 Coastal Operating Area ABERDEEN Juniper Place Main Replacement $ 225,000 Replace 1,500 8 PVC 19's 8 Asbestos Cement Safety and Reliability 2017Q4 84 Coastal Operating Area ABERDEEN Jubilee Circle Main Replacement $ 165,000 Replace 1,100 6 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q Coastal Operating Area ABERDEEN Duda Lane Main Replacement $ 114,750 Replace PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q Coastal Operating Area ABERDEEN Intone Lane Main Replacement $ 107,000 Replace PVC 19 6 AC System Flows and Pressure 2018Q Coastal Operating Area ABERDEEN Aberdeen Alden Ct Main Replacement $ 56,250 Replace PVC 19's 6 Asbestos Cement Safety and Reliability Q Coastal Operating Area ALLENHURST Cedar Ave Railroad Crossing $,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q Coastal Operating Area ALLENHURST Allen Ave Main Replacement of 4 inch CI with 8 inch DI $ 540,000 Replace 3,000 8 Ductile Iron System Flows and Pressure 2018Q Coastal Operating Area ALLENHURST Elberon Ave $ 315,000 Replace 1,499 8 Ductile Iron 10 6 CI Water Quality 2019Q Coastal Operating Area ASBURY PARK RT. 71 NDOT Utility relocation work $ 750,000 Replace 8, Ductile Iron CI Relocation/Opportunity 2019Q Coastal Operating Area ASBURY PARK Atlantic Ave. 4" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Atkins Ave 4" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Mattison Ave. 4" CI & 2.5 CI $ 150,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sewall Ave. 4" CI $ 110,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sewall Ave. 4" CI BTWN Terminus & Main St. $ 30,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Monroe Ave. 4" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 1st Ave 4" CI BTWN Heck st. & Main St. $ 200,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 3rd Ave. 4" CI & 6" CI $ 1,,000 Replace 5,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Prospectv Ave. 4" CI & 6" CI $ 220,000 Replace 2,200 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Dunlewy Street 4" CI $ 110,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Winn Ave. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Drummond Ave. 2" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Central Ave 2" CI BTWN 4th Ave. & Terminus. $ 20,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK 2nd Ave. 4" CI $ 110,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Comstock Street 2" GALV BTWN 1st & 2nd. Ave. $ 40,000 Replace Ductile Iron 10 2 GALV Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Comstock Street 2" GALV & 6" CI BTWN 5th Ave & Terminus $ 150,000 Replace 15,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q4 77 Coastal Operating Area ASBURY PARK Bond Street 4" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Summerfield Ave. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK 7th Ave 4" CI & 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sunset Dr. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 5th Ave 6" CI, 4" CI & 8" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sunset Ave. 6" CI & 8" CI $ 1,740,000 Replace 8,200 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Central Ave. 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sewall Ave. 6" CI BTWN Prospect Ave. & Ridge Ave. $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Pine St. 6" CI $,000 Replace 0 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 4th Ave. 6" CI BTWN Bergh St. & Memorial Dr. $ 500,000 Replace 2,500 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Monroe Ave. 6" CI BTWN Prospect Ave. & Memorial Dr. $ 400,000 Replace 2,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Monroe Ave. 6" CI BTWN Main St. & Park Hall Pl. $,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Bangs Ave. 6" CI & 6" AC $ 304,000 Replace 1,520 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Mattison Ave. 6" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Jefferson Ave. 6" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Monmouth Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Bangs Ave 6" CI BTWN Memorial Dr. & Comstock St. $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area BAY HEAD Holly Ave, 6" CI $ 28,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area BAY HEAD S PArk Ave, 6" CI, AC $ 240,000 Replace 1,496 6 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD W Lake Ave, 6" AC, DI, CI $ 3,000 Replace 2,244 6 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD Willow Dr, 6" AC $ 52,800 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area BAY HEAD Grove Ave, 6" CI, DI $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD Club Dr, 6" AC, CI $ 204,000 Replace 1,274 6 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD Meadow Ave, 6" AC $ 64,000 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area BAY HEAD Bayberry Ln, 6" AC $ 24,800 Replace Ductile Iron AC Safety and Reliability/Structural Q1 4 Coastal Operating Area BAY HEAD Duplicate with Project 792 Bayhead Strickland $ 45,000 Replace Ductile Iron System Flows and Pressure Q4 461 Coastal Operating Area BAY HEAD Duplicate with Project 793 Bayhead Goetze $ 45,000 Replace Ductile Iron #N/A #N/A #N/A System Flows and Pressure Q Coastal Operating Area BRADLEY BEACH Pacific Avenue 4" CI & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Burlington Ave. 4" & 6" CI $ 300,000 Replace 1,500 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Atlantic Ave. 2" and 2.5" $ 132,000 Replace 6 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Madison Ave. 2"CI $ 700,000 Replace 3,500 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH 4th Ave. 6" CI $ 1,150,000 Replace 5,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH 5th Ave. 6" CI & 2" CI $ 800,000 Replace 4,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Hammond Ave. 2" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Hammond Ave. 2" CI BTWN Brinley Ave.& 4th Ave. $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Fletcher Lake Ave. 2.25" CI BTWN Evergreen Ave. & 2nd Ave. $ 76,000 Replace Ductile Iron CI Safety and Reliability/Structural Q4 Page 1 of 7

125 New Jersey American Water, Inc. Table DSIC Priority Projects (Coastal Operating Area) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7738 Coastal Operating Area BRADLEY BEACH Lake Terrace/ RT " CI & 6" CI $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q4 597 Coastal Operating Area BRICK TWP Brick Periaqua Lane (from Tide Pond Rd to Terminus) $ 50,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q1 610 Coastal Operating Area BRICK TWP Brick Wherry Lane from Tide Pond to Terminus $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q Coastal Operating Area BRICK TWP Cutter Ln (Rt 35 S to Terminus) $ 244,000 Replace 1,220 8 Ductile Iron Safety and Reliability 2018Q Coastal Operating Area BRICK TWP Barkentine Ln (Rt 35 S to Terminus) $ 240,000 Replace 1,200 8 Ductile Iron Safety and Reliability 2018Q Coastal Operating Area BRICK TWP Brigantine Ln (Rt 35 S to Terminus) $ 230,000 Replace 1,150 8 Ductile Iron Safety and Reliability 2018Q Coastal Operating Area BRICK TWP Curtis Point Dr, 6" AC $ 5,000 Replace 3,454 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Squan Beach Dr, 6" AC, 8" AC $ 528,000 Replace 3,289 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Tide Pond Rd, 6" AC $ 240,000 Replace 1,496 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Dutchmans Point Rd, 6" AC $ 245,0 Replace 1,535 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Cove Dr, 6" AC $ 144,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP N Bay Dr, Bay Blvd, 6" AC, 8" AC $ 164,000 Replace 1,015 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP 6th Ave, 6" CI $ 70,400 Replace Ductile Iron CI Safety and Reliability/Structural Q1 469 Coastal Operating Area BRICK TWP Brick Ocean Drive $ 67,500 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Q4 470 Coastal Operating Area BRICK TWP Duplicate with Project 725 Brick Sailfish Way $,000 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Q4 621 Coastal Operating Area BRICK TWP Duplicate with Project 712 Brick Helm Road added 5/24/12 $ 140,000 Replace Ductile Iron 1950's 6 Asbestos Cement Water Quality 2020Q Coastal Operating Area DEAL Sydney Ave. 4" CI BTWN Atlantic Ave. & Richmond Ave. Revised $,000 Replace 0 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2018Q Coastal Operating Area DEAL Sydney Ave. 4" CI & 6" CI $ 400,000 Replace 4,000 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2018Q Coastal Operating Area FAIR HAVEN Woodland Rd $ 109,080 Replace 6 8 Ductile Iron System Flows and Pressure 2017Q Coastal Operating Area HIGHLANDS Waterwitch Ave Main Replacement $ 78,750 Replace Ductile Iron 1940's 8 Cast Iron System Flows and Pressure 2017Q4 Shore Drive Replacement of approximately 2500 LF of 6 inch CI with HIGHLANDS 7444 Coastal Operating Area 12 inch $ 0,000 Replace 2, Ductile Iron System Flows and Pressure 2017Q Coastal Operating Area HIGHLANDS N. Peak Street from Valley Ave to Terminus $ 70,000 Replace Ductile Iron CI Relocation/Opportunity 2017Q Coastal Operating Area HIGHLANDS Highlands Chestnut St / Oak St Replacement $ 135,000 Replace 0 6 Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability 2019Q Coastal Operating Area HOWELL TWP Nicklaus Lane $ 500,000 Replace PVC DI Safety and Reliability/Structural 2018Q Coastal Operating Area HOWELL TWP Monticello from Salem Hill to Tauton $ 432,000 Replace 1,792 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Forrest Hill Road from Monticello to Taunton Dr $ 310,000 Replace 1,240 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Salem Hill RD (From Aldrich to Hampton Rd) $ 216,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Taunton Drive from Monticello to Newbury $ 1,000 Replace 7 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Cir $ 67,200 Replace Ductile Iron Safety and Reliability/Structural Q Coastal Operating Area HOWELL TWP Darien Rd from Salem Hill to Northgate Dr $ 3,000 Replace 1,500 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Forrest Hill Drive from Taunton Dr to Old Bridge Dr. $ 2,000 Replace 1,038 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Northgate Dr (Aldrich to Darien Rd) $,000 Replace Ductile Iron Safety and Reliability/Structural Q Coastal Operating Area HOWELL TWP Old Bridge Drive from Taunton to Newbury $ 355,000 Replace 1,288 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien (from Northgate dr by Aldrich, to Northgate Dr by Brookhill Dr) $ 3,000 Replace 1,500 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Northgate (Between Darien Rd / Brookhill) $ 240,000 Replace 1,000 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Brookhill Dr from Darien Road to Darien Road $ 456,000 Replace 1,400 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Hampton Rd from Salem Hill Rd to Darien Rd $ 288,000 Replace 1,200 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Taunton Drive from Newbury Rd to Newbury Rd $ 675,000 Replace 2,704 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Rd (from Brookhill Rd to Princeton Dr) $ 312,000 Replace 1,300 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Rd between Princeton Dr and Princeton Dr $ 3,000 Replace 1,500 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Princeton Dr (between Darien Rd and Darien Rd $ 408,000 Replace 1,700 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Southgate Dr (between Salem Hill Rd & Kensington Dr) $ 216,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Rd (from Westbrook Rd to Kensington Dr.) $ 540,000 Replace 2,250 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Cir. $ 180,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Rd (from Newbury Rd to Princeton Dr) $ 210,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Nottingham Dr from Kingston Dr to Darien Rd $ 384,000 Replace 1,0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Road Taunton to Westbrook $ 200,000 Replace Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Kensington Dr from Darien Rd to Newbury Rd $ 312,000 Replace 1,300 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Arlington Dr from Southgate to Newbury Rd $ 216,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Rd (From Kensington to Salem Hill) $ 156,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Springhill Road from Monticello to Newbury $ 575,000 Replace 2,300 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Stockport Way from Westbrook to Spring Hill $ 130,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Westbrook Road from Lexington to Newbury $ 800,000 Replace 3,200 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Westbrook Circle from Westbrook Road to end of Cul De Sac $ 80,000 Replace Ductile Iron Safety and Reliability/Structural Q Coastal Operating Area HOWELL TWP Lexington Road from Monticello to Kingsport Drive $ 185,000 Replace Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Chatham Drive from Salem Hill to Westbrook $ 280,000 Replace 1,125 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Lexington Road between Kingsport and Chatham $ 430,000 Replace 1,784 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Kingsport Drive from Lexington to Chatham $ 400,000 Replace 1,0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area INTERLAKEN Bridlemere Ave. 4" CI $,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Interlaken Dr. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area INTERLAKEN Iona Street 4" CI $ 100,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Bridlemere Ave. 4" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Scarba St. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Woodmere Road 4" CI $ 50,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Grassmere Ave. 4" CI $ 1,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Hetrick Point Rd. 2" CI & 4" CI $ 50,000 Replace Ductile Iron 10 2 CI Safety and Reliability/Structural 2019Q Coastal Operating Area LAKEWOOD Teaberry Ct and West Kennedy Ct $ 230,000 Replace 3 8 Ductile Iron 19 6 CI Relocation/Opportunity Q4 268 Coastal Operating Area LAKEWOOD Lakewood E. Fifth Street (from Manetta Ave to start of Holly St) $ 112,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q4 Page 2 of 7

126 New Jersey American Water, Inc. Table DSIC Priority Projects (Coastal Operating Area) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 269 Coastal Operating Area LAKEWOOD Lakewood Fifth Street (from Madison Ave to Clifton Ave) $ 56,000 Replace Ductile Iron Unknown 6 Cast Iron System Flows and Pressure Q4 271 Coastal Operating Area LAKEWOOD Lakewood Lincoln Ave (from to ) $,000 Replace Ductile Iron 1930's 8 Concrete Relocation/Opportunity 2020Q4 273 Coastal Operating Area LAKEWOOD Lakewood Maple Lane (from to ) $ 150,000 Replace Ductile Iron Unknown 10 Cast Iron Safety and Reliability Q4 279 Coastal Operating Area LAKEWOOD Lakewood Park Avenue 2nd street to Main street $ 150,000 Replace 1,000 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Pearl St sewer from Woehr St to Laurel Ave $ 275,000 Replace 1,100 8 PVC System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Caranetta Drive SEWER from sunset rd to central ave $ 625,000 Replace 2,500 8 PVC System Flows and Pressure 2020Q4 North Lake Dr sewer from Lakewood Ave to Clifton Ave, down Clifton LAKEWOOD 6123 Coastal Operating Area Ave to Rte 88 $ 1,250,000 Replace 5, PVC #N/A #N/A #N/A Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Carey St from Lexington Ave to Squankum Rd $ 385,000 Replace 1,925 8 Ductile Iron 1920's 6 Asbestos Cement Safety and Reliability 2020Q4 6th Street from Sixth Street Tank to Forest Ave,then north to 7th St LAKEWOOD 6174 Coastal Operating Area,then east to Lexington $ 4,000 Replace 2, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Lexington Ave from 7th St. to 1St. Street $ 430,000 Replace 2,150 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 5th Street from Lexington Ave to Mary's Lane $ 284,000 Replace 1,420 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 12th Street from Monmouth Ave to Squankum Rd $ 316,000 Replace 1,580 8 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Cedar Bridge from Rt 9 to Dr. MLK Drive south to Pine St $ 893,700 Replace 3, Ductile Iron 19's 6 Cast Iron Safety and Reliability 2020Q Coastal Operating Area LAKEWOOD Duplicate with th Street from Lakewood Ave to Forest Ave $ 345,000 Replace 1,725 8 Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 9th Street from Forest Ave to Lexington Ave $ 366,000 Replace 1,830 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Duplicate with th Street from Lakewood Ave to Forest Ave $ 345,000 Replace 1,725 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD W County Line Rd from Clifton Ave to Well No 6 discharge $ 895,000 Replace 3, Ductile Iron 1950's 8 Asbestos Cement Sustained Economic Growth 2020Q Coastal Operating Area LAKEWOOD W County Line Rd from Well No 6 discharge to Hope Chapel Rd $ 670,500 Replace 2, Ductile Iron Unknown 12 Unknown Sustained Economic Growth 2020Q Coastal Operating Area LAKEWOOD 5th Street from Madison Avenue to Lexington Avenue $ 254,000 Replace 1,270 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 2020Q Coastal Operating Area LAKEWOOD 9th Street Lakewood Ave to Forest Ave $ 345,000 Replace 1,725 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 8th Street Lakewood Ave to Rt 9 $ 4,000 Replace 2,300 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 6th Street Lakewood Ave to Sixth Street Tank and Forest Ave to Rt 9 $ 412,000 Replace 2,0 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD 5th Street Lakewood Ave to Rt 9 $ 4,000 Replace 2,300 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Sunset Road From Central to James $ 620,000 Replace 3, Ductile Iron 1930's 8 Unknown Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Forest Avenue from West County Line Road to 7th Street $ 5,000 Replace 3, Ductile Iron 1930's 6 Asbestos Cement System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Hope Chapel Road from W. County Line Road to 14th Street $ 285,000 Replace 1,0 12 Ductile Iron 1930's 6 Asbestos Cement System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Hackett St Sewer (MLK 562 to Ridge) $ 65,000 Replace PVC Safety and Reliability/Structural Q Coastal Operating Area LINWOOD Morris Avenue from Wabash Avenue, west to end of Morris Ave $ 65,000 Replace Ductile Iron 19's 2 Galvanized Steel Water Quality Q Coastal Operating Area LINWOOD Belhaven Avenue from Wabash, west to end of Belhaven $ 65,000 Replace 2 4 Ductile Iron 19's 2 Galvanized Steel Water Quality Q Coastal Operating Area LINWOOD Kirklin Avenue between Shore Road and New Road $ 465,000 Replace 2, Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area LINWOOD Shore Road (LW Ph 1) between Poplar Avenue and E. Vernon Avenue $ 887,500 Replace 3, Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LINWOOD Linwood Cleaning and Lining 2018 $ 4,200,000 Rehab 8,500 8 Other AC Safety and Reliability/Structural 2018Q Coastal Operating Area LINWOOD Shore Road (LW PH 2) from Devonshire Ave to Poplar Avenue $ 662,500 Replace 2, Ductile Iron 1910's 8 Cast Iron Safety and Reliability/Structural 2019Q4 64 Coastal Operating Area LINWOOD Shore Road (LW PH 3) between Seaview Ave and Devonshire Ave $ 950,000 Replace 3, Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area LITTLE SILVER Sunnycrest Dr Main Replacement $ 255,000 Replace Ductile Iron 1920's 2 Cast Iron System Flows and Pressure 2017Q4 Install valves and smaller diameter pipe inside 6"CI at this NJ transit LITTLE SILVER Coastal Operating Area crossing $ 125,000 Replace HDPE CI Safety and Reliability/Structural 2017Q Coastal Operating Area LITTLE SILVER Sunnycrest Ct. $ 36,000 Replace Ductile Iron CI Relocation/Opportunity Q Coastal Operating Area LOCH ARBOUR Edgemont Dr. 4" CI $ 2,000 Replace 2,0 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2020Q4 252 Coastal Operating Area LONG BRANCH Long Branch Shore Drive (from Patten to Narragansett) $ 450,000 Replace 3, PVC CI Safety and Reliability/Structural 2017Q Coastal Operating Area LONG BRANCH Cooper Avenue from Long Branch Ave to Ocean Blvd $ 150,000 Replace Ductile Iron System Flows and Pressure 2018Q Coastal Operating Area LONG BRANCH Elberon Terrace 2.25" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Norgrove Ave. 2" GALV $ 280,000 Replace 1,400 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Lockwood Ave 2" CI & 2" GALV $ 340,000 Replace 1,700 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Matilda Terrace & Eastbourne Ave. 2" GALV & 6" CI $ 300,000 Replace 1,500 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Passey Gardens & Ocean Blvd. 2" GALV $ 180,000 Replace 0 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Montgomery Ave. 2" GALV $ 140,000 Replace Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Ricky Ln. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Westbourne Ave. 4" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Emmons St. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Spring Street 2" & 4" CI $ 124,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Court Street 2" GALV $ 40,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH William Street 2.25 & 2" CI $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Washington Street 4" & 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Hampton Ave. 2" CI & 6" CI $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Harrison Street 2" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Lafayette St. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Lane Street 2" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH S 7th Ave. 4" & 6" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Cherry St. 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Jeffrey St. & Hillside Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Morris Ave. 6" CI $ 5,000 Replace 2,800 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Warburton Pl. 2" & 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH 7th Ave. 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH W. Columbus Pl 6" CI $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Edwards Ave. 2" & 6" CI $ 404,000 Replace 2,020 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Page 3 of 7

127 New Jersey American Water, Inc. Table DSIC Priority Projects (Coastal Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 78 Coastal Operating Area LONG BRANCH Laurel St. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Slocum Pl. 2" & 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH 4th Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Van Dyke Pl. 8" CI $ 108,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Garfield Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Belmont Ave. 6" CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 75 Coastal Operating Area LONG BRANCH Central Place. 2.25" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Eastwood Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Elmwood Ave. 2" GALV $ 80,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Baruch Dr. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 786 Coastal Operating Area MANTOLOKING Mantoloking Old Bridge St from Bay Ave to terminus (bay). $ 25,200 Replace Ductile Iron 1950's 2.5 Cast Iron Safety and Reliability/Structural Q1 462 Coastal Operating Area MANTOLOKING Duplicate with Project 788 Mantoloking Chafey Place $ 45,000 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Q4 Duplicate with Project 786 Mantoloking Old Bridge Street (from Bay MANTOLOKING Coastal Operating Area Ave to Terminus) $ 30,000 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure 2020Q4 Duplicate with Project 791 Mantoloking Channel Lane added MANTOLOKING Coastal Operating Area 5/24/12 $ 50,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality 2020Q Coastal Operating Area MANTOLOKING East Avenue from Mathis Place to Lyman Street, Mantoloking $ 540,000 Replace 2,700 8 Ductile Iron Safety and Reliability 2020Q Coastal Operating Area MIDDLETOWN High Boy Ct Main Replacement $ 97,500 Replace Ductile Iron CI Safety and Reliability/Structural 2017Q Coastal Operating Area MIDDLETOWN Turner Drive Main Replacement $ 400,000 Replace 1,148 8 Ductile Iron CI Safety and Reliability 2017Q Coastal Operating Area MIDDLETOWN Montana Ave Main Replacement $ 210,000 Replace 1,400 8 Ductile Iron 1940's 2 Cast Iron System Flows and Pressure 2017Q Coastal Operating Area MIDDLETOWN Middletown Bray Avenue Bridge over Pews Creek Phase 2 $ 100,000 Replace Ductile Iron Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Clairmont Ave. 2.25" CI, 6" CI & 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Railroad Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Myrtle Ave. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN Lohsen Ave. 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Carter Ave. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Broad St. 6" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN Carter Ave. 6" CI BTWN Thompson Ave. & S. End Ave. $ 128,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN S End Ave. 6" CI $ 88,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN Seabreeze Ave. 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Orchard Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN 5th St. 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN 7th St. 2" CI BTWN Maple Leaf Dr. & Terminus $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Beachview Ave. 4" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MONMOUTH BEACH Central Rd. 4" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area NEPTUNE Ocean Ave Webb Ave to Main Ave $ 125,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ocean Ave Pitman Ave to Ocean Ptwy $ 110,000 Replace Ductile Iron CI Safety and Reliability/Structural Q4 23 Coastal Operating Area NEPTUNE Audrey Place $ 70,000 Replace Ductile Iron 19 2 GALV Safety and Reliability Q4 43 Coastal Operating Area NEPTUNE 11th Ave $ 330,000 Replace 2,083 8 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability 2018Q Coastal Operating Area NEPTUNE MT TABOR WAY $ 300,000 Replace 1,949 8 Ductile Iron CI System Flows and Pressure 2018Q Coastal Operating Area NEPTUNE Inskip Ave. 4" CI $ 140,000 Replace 1,416 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Franklin Ave. 4" CI $ 210,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Clark Ave. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Broadway 4" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Embury Ave. 4" CI $ 140,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Olin Street 4" CI $,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Main Ave 6" CI $ 408,000 Replace 2,040 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Pitman Ave. 4" CI $ 140,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ocean Pathway 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Bath Ave. 4" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Pilgrim Pathway 4" CI $ 30,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Atlantic Ave. 4" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Seaview Ave. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Vanderbuilt Pl. 2" GALV $,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Olden Ave. 2" CI & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Monroe Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Milton Ave. 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Stratford Ave. 2.5" CI & 6" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Rutherford Ave. 2" CI & 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Bradley Ave. 2" GALV $ 1,000 Replace Ductile Iron 10 2 GALV Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ivy Pl. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Wells Ave. 2" GALV $,000 Replace Ductile Iron 10 2 CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Union 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Union Ave. 2" CI BTWN Corlies Ave & 10th Ave. $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Lafayette Ave. & 9th Ave. 2" GALV $ 148,000 Replace Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 9th Ave. 4" CI, 6" CI & 12" AC $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 8th Ave. 2" GALV, 2" CI,6" CI, 4" CI & 6" AC $ 840,000 Replace 4,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ridge Ave. 4" CI, 12" CI, 20" CI, 12" CI, 2" GALV, & 8" AC $ 1,0,000 Replace 5,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Pharo St. 4" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 1st Street 4" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Page 4 of 7

128 New Jersey American Water, Inc. Table DSIC Priority Projects (Coastal Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8227 Coastal Operating Area NEPTUNE Division St. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Heck Ave. 4" CI & 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Myrtle Ave. 2" CI, 6" AC, & 6" CI $ 920,000 Replace 4,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE South Neptune Blvd. 2" CI & 8" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Greenwood Pl. 2" GALV $ 220,000 Replace 1,100 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Hobart Pl. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Leonard Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Washington Ave. 6" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Bangs Ave. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Bangs Ave. 6" CI BTWN Fisher Ave. & Myrtle Ave. $ 88,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Drummond Ave. 6" CI $ 504,000 Replace 2,520 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE State Rt 35 6" CI $ 9,000 Replace 3,800 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Neptune Blvd. 6" CI Terminus to Wells Ave. $ 240,000 Replace 1,200 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE RT 35 BTWN Monroe Ave. & Bradford Ave. $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ocean Ave. 6" CI $ 44,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Spray Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Seaview Ave. 6" CI $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE McClintock St. 6" CI & 8" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Mt. Carmel Way 2.25" CI & 8" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 7th Ave. 6" CI & 10" CI $ 700,000 Replace 3,500 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Hamilton Ave. 6" CI $ 232,000 Replace 1,1 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Hawthorne Ave. 6" CI $ 208,000 Replace 1,040 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Alberta Ave. 6" CI, 6" AC & 8" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Union Ave. 2" CI & 6" CI BTWN 7th Ave. & 5th Ave. $ 152,000 Replace 7 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Deal Ave. 6" CI $ 320,000 Replace 1,0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 6th Ave. 2" CI & 6" CI $ 700,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 86 Coastal Operating Area NEPTUNE 6th Ave. 6" CI & 12" CI BTWN Ridge Ave. & Atkins Ave. $ 4,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 6th Ave. 6" CI & 8" CI BTWN Taylor Ave. & Terminus $ 5,000 Replace 2,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE RT 35 S. 2" CI & 4" CI $ 400,000 Replace 15,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE W. Concourse 6" CI $ 2,000 Replace 1,300 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Shark River Island Cleaning and Lining $ 2,000,000 Rehab 6,808 8 Other DI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE CITY Stratford Ave. 2.5" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Ivy Place 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Bennett Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Prospect St. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q4 82 Coastal Operating Area NEPTUNE CITY Woodland Ave. 2" CI & 2" GALV $ 88,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE CITY Wilson Ave. 2" CI $,000 Replace 0 6 Ductile Iron 19 2 CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY McAneny St. 2.25" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Ridge Ave. 6" CI & 8" CI $ 520,000 Replace 2,0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Union Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Neptune Ave./17 6"CI & 8"CI $ 424,000 Replace 2, 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY TFH Way 8" CI $ 184,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NORTHFIELD Shore Road between Fifield Ave to Rosedale Ave. $ 930,000 Replace 3, Ductile Iron 19 8 CI Safety and Reliability/Structural 2017Q Coastal Operating Area NORTHFIELD Mill Road between Maple Run Bridge and Philmar Dr, County Paving $ 1,065,000 Replace 3, Ductile Iron 1930's 10 Cast Iron Safety and Reliability/Structural 2017Q Coastal Operating Area NORTHFIELD Mill Road from Shore Rd. to Well 4A (Wabash Avenue) $ 300,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NORTHFIELD Shore Road Phase V between Rosedale Avenue to Vernon Ave $ 500,000 Replace 1, Ductile Iron CI System Flows and Pressure 2018Q4 567 Coastal Operating Area OCEAN Ocean Golf Road from Sherman to Runyon $ 150,000 Replace Ductile Iron 1930's 4 Galvanized Steel Safety and Reliability/Structural 2018Q Coastal Operating Area OCEAN Ballard Dr. 6" CI $ 140,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area OCEAN Beechwood Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Staffa St. 2" GALV $ 30,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area OCEAN Griffin Pl. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Garven Ave. 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Unami Ave. 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Woodlock Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Camp Ave. 6" CI $,000 Replace 0 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q4 83 Coastal Operating Area OCEAN North Wanamassa Dr. 6" CI $ 420,000 Replace 2,100 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Wanamassa Point Rd. 6" CI $ 140,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Hetrick Point Rd. 2" CI & 4" CI $ 100,000 Replace Ductile Iron 10 2 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Sunset Ave. 6" CI & 8" CI $ 1,500,000 Replace 6,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN CITY 47th St replacement from West to Beach $ 170,000 Replace PVC AC Safety and Reliability/Structural 2017Q Coastal Operating Area OCEAN CITY 51st Street from Asbury Ave to Central Ave $ 70,000 Replace PVC GALV Safety and Reliability/Structural Q Coastal Operating Area OCEAN CITY 2nd St replacement from Asbury to Atlantic Avenue $ 314,500 Replace 1,364 8 PVC 1920's 6 Cast Iron Safety and Reliability/Structural 2017Q Coastal Operating Area OCEAN CITY Wesley Rd. between Battersea Road & North $ 170,000 Replace PVC CI System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY North Street between West Avenue & Atlantic Avenue $ 381,250 Replace 1,525 8 PVC CI System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY 3rd Street between Asbury Avenue and Atlantic Avenue $ 313,750 Replace 1,255 8 PVC CI Safety and Reliability/Structural 2017Q Coastal Operating Area OCEAN CITY Central/ Wesley Ave. Alley (Between 6th St. & 7th Street) $ 183,750 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Wesley/ Ocean Alley (Between 6th St. to 7th St.) $ 1,400 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY 6th Street (Between Wayne Ave to Wesley Ave) $ 521,500 Replace 1,4 8 PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Atlantic Ave. (6th St. to 7th St.) $ 1,400 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Bay Avenue & 2nd Avenue $ 300,000 Replace PVC System Flows and Pressure Q4 Page 5 of 7

129 New Jersey American Water, Inc. Table DSIC Priority Projects (Coastal Operating Area) Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8946 Coastal Operating Area OCEAN CITY 46th Street (West to Central) $ 250,000 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Simpson Avenue Between 3rd 5th $ 254,000 Replace 1,016 8 PVC CI System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Tennessee Avenue $ 493,750 Replace 1, PVC AC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Kingston Lane $ 117,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Caroline Avenue $ 115,000 Replace 4 8 PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Gilbert Lane $ 117,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Marshall Lane $ 117,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Coral Lane $ 83,250 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Tobago Lane $ 77,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Pine Road $ 1,000 Replace PVC AC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY 3rd Street & West Avenue $ 500,000 Replace PVC System Flows and Pressure Q Coastal Operating Area OCEAN CITY 25th Street & 26th Street $ 400,000 Replace PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY 9th St. (Atlantic Ave. to Boardwalk) $ 217,000 Replace PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY West/ Asbury Alley from North to First $ 185,500 Replace PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Asbury/ Central Alley from 1st to 3rd $ 371,000 Replace 1,0 8 PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Central/ Wesley Alley from 1st to 2nd $ 98,000 Replace PVC System Flows and Pressure Q Coastal Operating Area OCEAN CITY 6th Street (Between Atlantic Ave. Boardwalk) $ 300,000 Replace 1, PVC CI System Flows and Pressure 2020Q Coastal Operating Area OCEAN CITY 6th Street (West Ave. Atlantic Ave.) $ 405,000 Replace 1,4 12 PVC CI System Flows and Pressure 2020Q Coastal Operating Area OCEANPORT Shore Rd $ 2,000 Replace 1,500 6 PVC 1970's 6 Ductile Iron Safety and Reliability 2017Q Coastal Operating Area RUMSON Bay Street $ 50,000 Replace 7 8 Ductile Iron CI Relocation/Opportunity 2017Q Coastal Operating Area RUMSON Avenue of Two Rivers Highland to Bay $ 210,000 Replace 1,312 8 Ductile Iron CI Looping 2017Q Coastal Operating Area RUMSON Rumson Cleaning and Lining 2018 $ 2,200,000 Rehab 213,125 8 Other CI Safety and Reliability/Structural 2018Q Coastal Operating Area SEA BRIGHT Shrewsbury Way 2" GALV $,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q4 Replace 8" main with 12" DI in Maryland Avenue Between Bay SOMERS POINT 185 Coastal Operating Area Avenue & Launch Avenue (AC B 4D) $ 167,500 Replace Ductile Iron 1970's 8 Cast Iron System Flows and Pressure 2017Q Coastal Operating Area SOMERS POINT Harbor Lane (Between Shore Road Sunny Avenue) $ 105,000 Replace Ductile Iron CI System Flows and Pressure 2018Q3 Toms River Twp Monterey Strickland Blvd from Rt 35 N to 8" 6" TOMS RIVER 746 Coastal Operating Area reducer (bay). $ 204,000 Replace 1,3 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 2018Q1 Toms River Twp Monterey Bay Shore Dr from Strickland Blvd to TOMS RIVER Coastal Operating Area terminus. $ 39,0 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2018Q1 748 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Fort Meyers Ct end to end. $ 68,400 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2018Q1 749 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Naples Ct end to end. $ 25,200 Replace Ductile Iron CI Safety and Reliability/Structural Q1 TOMS RIVER Toms River Twp Monterey Boynton Ct from Miami Dr to terminus Coastal Operating Area (connect Miami Dr between Coral Gables Dr and Daytona Dr). $ 20,400 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q1 751 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Delray Dr end to end. $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q1 Toms River Twp Monterey Johnson Rd from Rt 35 S to terminus TOMS RIVER 752 Coastal Operating Area (bay). $ 72,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Orlando Dr, 6" AC $ 146,400 Replace 9 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Hialeah Dr, 6" AC, 6" DI $ 164,000 Replace 1,207 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Coral Gables Dr, 6" AC $ 152,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Daytona Dr, 6" AC $ 128,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Venice Dr, 6" AC $ 264,000 Replace 1,640 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Ormand Dr, 6" AC $ 168,000 Replace 1,031 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Lauderdale Dr, 6" AC $ 152,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Normandy Way, 8" AC, 8" CI $ 84,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Peterson Ln, 6" AC $ 80,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Jacobsen Ln, 6" CI $ 84,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Miami Dr, 6" AC $ 84,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Tamiami Dr, 6" AC, 2" GALV $ 1,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Boca Raton Dr, 8" AC $ 250,000 Replace 1,219 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Key Largo Ct, 6" AC $,000 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area TOMS RIVER Biscayne Ct, 6" AC $,000 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area TOMS RIVER Marathon Ct, 6" AC $,000 Replace Ductile Iron AC Safety and Reliability/Structural Q1 471 Coastal Operating Area TOMS RIVER Duplicate with Project 741 Toms River Moonrise $ 75,000 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure 2020Q4 472 Coastal Operating Area TOMS RIVER Duplicate with Project 740 Toms River Teal $ 71,250 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Q4 473 Coastal Operating Area TOMS RIVER Duplicate with Project 739 Toms River Sunset $ 67,500 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Q4 474 Coastal Operating Area TOMS RIVER Duplicate with Project 750 Toms River Boynton Court $ 45,000 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Q4 475 Coastal Operating Area TOMS RIVER Duplicate with Project 752 & 753 Toms River Johnson street $ 105,000 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure 2020Q4 477 Coastal Operating Area TOMS RIVER Ortley 4th Ave (from Bay Blvd to Baltimore Ave) $ 135,000 Replace 0 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 2020Q4 478 Coastal Operating Area TOMS RIVER Duplicate with Project 671 Ortley 6th Terrace $ 80,000 Replace Ductile Iron System Flows and Pressure Q4 479 Coastal Operating Area TOMS RIVER Duplicate with Project 675 Ortley Cove Ct $ 80,000 Replace Ductile Iron System Flows and Pressure Q4 595 Coastal Operating Area TOMS RIVER Duplicate with Project 657 Ortley Bayside terrace $ 70,000 Replace Ductile Iron Water Quality Q4 Duplicate with Project 714 Toms River Anchor Road (from Harbor Dr TOMS RIVER Coastal Operating Area to terminus) $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality 2020Q4 599 Coastal Operating Area TOMS RIVER Toms River Bayshore Drive (from to ) $ 74,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 Duplicate with Project 784 Toms River Bowline Ave (from to TOMS RIVER 30 0 Coastal Operating Area ) $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality 2020Q4 1 Coastal Operating Area TOMS RIVER Duplicate with Project 713 Toms River Dory Road (from to ) $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 Page 6 of 7

130 New Jersey American Water, Inc. Table DSIC Priority Projects (Coastal Operating Area) Prop. Id District Municipaity Project Title NJAW Funded (dollars) Project Type Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 2 Coastal Operating Area TOMS RIVER Toms River Sand Dune Lane (From 1st Ave to Ocean Terrace) $ 47,500 Replace 2 6 Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 4 Coastal Operating Area TOMS RIVER Toms River Inlet Road $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 5 Coastal Operating Area TOMS RIVER Duplicate with Project 768 Toms River Lake Court $ 67,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 6 Coastal Operating Area TOMS RIVER Duplicate with Project 715 Toms River Marine Road $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 7 Coastal Operating Area TOMS RIVER Duplicate with Project 749 Toms River North Naples Court $ 28,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 8 Coastal Operating Area TOMS RIVER Toms River Ocean Road (from Barnegat Way to Beach Way) $ 72,000 Replace 3 6 Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 Duplicate with Project 778 Toms River Bel Air Road (from to TOMS RIVER 614 Coastal Operating Area ) $ 118,000 Replace 6 6 Ductile Iron 1950's 2 Galvanized Steel Water Quality 2020Q4 Duplicate with Project 779 Toms River Cuttyhunk Road (from to TOMS RIVER Coastal Operating Area ) $ 67,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality 2020Q4 708 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Harbor Dr from Rt 35 S to terminus (bay). $ 238,000 Replace 1,1 8 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2020Q4 Toms River Twp Monterey Gull Ln from Rt 35 S to extend to Intel TOMS RIVER 709 Coastal Operating Area Rd, connect to Harbor Dr. $ 176,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2020Q4 711 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Spar Rd from Harbor Dr to terminus. $ 14,000 Replace 70 4 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 712 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Helm Rd from Harbor Dr to terminus. $ 22,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 713 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Dory Rd from Gull To Terminus $ 52,000 Replace 2 8 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 714 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Anchor Rd from Harbor Dr to terminus. $ 26,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 715 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Marine Rd from Harbor Dr to terminus. $ 26,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 716 Coastal Operating Area TOMS RIVER Toms River Twp Monterey INLET Rd from Harbor Rd to terminus. $ 26,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q Coastal Operating Area TOMS RIVER 6th Ave (W Central Ave to Broad) $,000 Replace 0 8 Ductile Iron Safety and Reliability 2020Q Coastal Operating Area TOMS RIVER E & W Shore Way $ 195,000 Replace Ductile Iron Safety and Reliability 2020Q Coastal Operating Area TOMS RIVER Railroad (From Harbor to Gull) $ 30,000 Replace Ductile Iron Safety and Reliability Q Coastal Operating Area TOMS RIVER W Tarpon Way (Rt35S to Rt35N) $ 134,000 Replace Ductile Iron Safety and Reliability 2020Q Coastal Operating Area UNION BEACH Herbert Street Main Replacement Union Beach $ 175,000 Replace PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH 4th Street Main Replacement Union Beach $ 425,000 Replace 1,518 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Sydney Avenue Main Replacement Union Beach $ 400,000 Replace 1,584 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Center Street Main Replacement Union Beach $ 400,000 Replace 1,334 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Columbia Avenue Main Replacement Union Beach $ 200,000 Replace PVC CI Safety and Reliability Q4 Bayview Avenue Main Replacement Union Beach (West of creek, East UNION BEACH 7630 Coastal Operating Area of Spruce St) $ 200,000 Replace PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Cambridge Avenue Main Replacement Union Beach $ 400,000 Replace 1,284 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Campbell St. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area UNION BEACH 3rd St. 4" CI & 6" CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Washington Ave. 4" CI & 6" CI $ 284,000 Replace 1,420 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Sydney Ave. 4" CI & 6" CI $ 340,000 Replace 1,700 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Jersey Ave. 4" CI $ 508,000 Replace 2,040 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Vista Shores Dr. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH 2nd St. 6" CI $ 480,000 Replace 2,400 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH 6th Street 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Spruce Street 6" CI $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Prospect Ave. 6 " CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Lorillard Ave. 6" CI $ 500,000 Replace 2,500 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Park Ave. 6" CI $ 2,040,000 Replace 5,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH 9th Street 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH 10th Street 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Pine St. 6" CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH St. James Ave. 6" CI $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH St. Johns Ave. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 80 Coastal Operating Area UNION BEACH State Street 6" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area UNION BEACH Central Ave. 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area UNION BEACH Beachview Ave. 4" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area WEST LONG BRANCH West Long Branch Woodland Drive $ 118,500 Replace 7 8 Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure 2017Q4 subtotal $ 115,252,030 Page 7 of 7

131 New Jersey-American Water Company, Inc. Appendix A Table of Contents Water Main Condition Assessment System Evaluations Material of Construction NJAWC Pipe Standard System Performance Proposed Projects 2017 Foundational Filing Rehabilitation and Replacement Options Pipe Recommendations for Extending Pipe Life Rehabilitation Technologies Nonstructural Lining Techniques Semi-Structural Lining Techniques Structural Lining Techniques Cost Considerations... 18

132 New Jersey-American Water Company, Inc. APPENDIX A. WATER MAIN CONDITION ASSESSMENT 1.1 SYSTEM EVALUATIONS NJAWC s water systems are routinely evaluated based on a number of factors to determine the level of renewal needed. These include issues around safety, reliability, water quality, service quality including system flow and pressure, and conservation. The analyses are based on the historic rate of deterioration of mains including their structural integrity, hydraulic condition, extent of tuberculation and leakage rates. Computer modeling is used to assess hydraulic capacity, operations data on leakage and break rates are used to identify areas of concern based on structural integrity, and water quality data is tracked and reviewed to identify areas eligible for cleaning and lining. The structural integrity of a main depends on its inherent strength of the material of construction, its dimensions and its effective wall thickness. Generally, main breaks occur when a main s structural integrity is no longer sufficient to withstand the internal and external forces imposed upon it. Since water systems evolve as communities evolve, the existing pipe materials are not uniform across a system. Materials and construction standards changed over the decades leading to a variety of service issues experienced today. The following section discusses the types of materials used in constructing water systems since the late 1800s. The information provided is a summary from a 19 American water report and the industry literature on the subject. 1.2 MATERIAL OF CONSTRUCTION 1 The majority of distribution piping installed in the United States, beginning in the late 1800 s up until the 19 s, was manufactured from cast iron. The first cast iron pipe manufacturing process consisted of pouring molten iron into a sand mold, which stood on end in a pit in the ground, similar to how concrete is poured into a form. Pipe which was manufactured by this method is referred to today as pit cast iron pipe. Due to the potential inconsistencies that could occur in the pipe wall thickness, the pipe was designed with a wall thickness that was greater than that required for the internal working pressure or external loading to which the pipe would be subjected. When installing the pipe in the field, the joints were sealed with rope and lead which was heated, poured in a molten state, and allowed to cool. Although pit cast iron pipe has no interior or exterior corrosion protection, it has performed well within the industry largely as a result of the added wall thickness. In 1920, the process of centrifugally casting pipe in a sand mold was developed. Pipe which was manufactured by this process is referred to today as spun cast iron pipe or centrifugally cast iron 1 See attached excerpt from AWWA - Rehabilitation of Water Mains - Manual of Water Supply Practices (pgs. 4-7). Appendix A Page 1

133 New Jersey-American Water Company, Inc. pipe. The centrifugal forces which are induced on the molten iron alter the molecular composition of the metal and increase its tensile strength. The higher strength coupled with the lack of inconsistencies in the wall thickness resulting from the centrifugal action allowed the pipe to have an approximately 25% thinner wall than pit cast iron pipe. Interior lining of the pipe with cement to prevent corrosion was also introduced in the early 1920 s; however, it did not gain wide acceptance until after the late 1930 s. The process of centrifugally casting pipe was improved in the early 1930 s with the use of a water cooled metal mold which allowed the pipe to be immediately withdrawn from the centrifuge. This process, which is known as the delavaud process, is still in use today for the manufacturing of ductile iron pipe. Although the centrifugal casting process improved pipe strength and minimized casting imperfections, the reduction in wall thickness coupled with the lack of exterior and interior corrosion protection has resulted in a failure rate in the industry that is higher than the older pit cast iron pipe. Pipe joint technology also changed. In the late 1920 s a plasticized sulfur cement compound was developed as an alternate to lead for sealing the pipe joints in the field. This compound is referred to as leadite. Leadite was commercially produced up until the early 1970 s, and was used extensively from 1941 to 1945 when lead was scarce as a result of raw material needs associated with World War II. Ultimately, leadite was found to be an inferior product to lead for two reasons. First, leadite is rigid but non-metallic and has a different coefficient of thermal expansion than cast iron resulting in stress on the pipe which can result in longitudinal splits in the pipe bell. Secondly, the sulfur in the leadite allows for localized pitting corrosion which ultimately results in circumferential breaks on the spigot end of the pipe near the leadite joint. The failure rate in the industry for leadite joint pipe is significantly higher than for lead joint pipe even though the pipe may not be as old. Beginning in the mid-1950 s, improvements in iron pipe manufacturing and technology emerged. The first improvement was the advent of the rubber gasketed joint which alleviated the shortcomings associated with rigid and leadite joints. The next major improvement was the introduction of ductile iron pipe in the late 19 s. Ductile iron differs from cast iron in that its graphite form is spheroidal, or nodular, instead of the flake form found in cast iron. This change in graphite form is accomplished by adding an inoculant, usually magnesium, to molten iron of appropriate composition during manufacture. Not only is ductile iron pipe stronger than cast iron pipe, but it is also more resistant to corrosion. Cast iron pipes, whether pit cast or spun cast, are susceptible to graphitic corrosion where an electrochemical reaction occurs between the cathodic graphite component and the anodic iron matrix which does not occur in ductile iron pipe. Due to its spheroidal graphite form, ductile iron has approximately twice the strength of cast iron as determined by tensile, beam, ring bending, and bursting tests. Its impact strength and elongation are many times greater than cast iron's. Exhibit 1.2.a below shows the molecular differences in ductile iron and cast iron. Appendix A Page 2

134 New Jersey-American Water Company, Inc. Polyethylene wrap was also introduced into the market about the same time as ductile iron pipe. This product, when properly installed provides a barrier to prevent the potential for external corrosion from soil to occur. This polyethylene sleeve (polywrap) is placed over ductile iron pipe in areas with aggressive soil conditions; it does not have to be sealed watertight, but it should be installed so that no dirt or bedding material comes in contact with the pipe. All lumps of clay, mud, cinders, etc., on the pipe surface should be removed before the pipe is covered with polyethylene. If the polyethylene is damaged, it must be repaired before the trench is backfilled. Small holes or tears can be repaired with a piece of tape placed over the hole. Large holes or tears should be repaired by taping another piece of polyethylene over the hole. Overlaps, ends, and repairs can be held in place with tape or plastic tie straps until the trench is backfilled. Exhibit 1.2.a Differences in Graphite Form Between Ductile and Cast Iron The use of asbestos cement and concrete pipe began in the 1940 s as an alternative to iron pipe. These pipe materials do not have the strength of ductile iron and are not expected to maintain as long a service life as ductile iron mains. While their resistance to metallic corrosion is improved over cast iron, repairs on these mains are more difficult and costly. The deterioration process for these mains results from a combination of water quality, soil conditions, pipe diameter, and pipe age. Internal degradation can occur if the conveyed water has a low aggressiveness index, is considered a soft water, or has low alkalinity. Experience has shown that failures on asbestos cement or transite pipe are more difficult and time consuming to repair since the pipe is generally not sound enough for repair clamps and as a result the entire pipe segment needs to be replaced. Where the soil conditions are loamy sand, wider excavations are used. Operational experience has also shown that the disturbance of these mains in one area may transfer stresses to adjoining main segments leading to a pattern of repeat failures in the vicinity of the first main break. Appendix A Page 3

135 New Jersey-American Water Company, Inc. A form of cement pipe installed prior to 1925 is commonly referred to as stovepipe and can still be found in service today. Stovepipe is a combination of cement lining wrapped in thin walled tin or galvanized steel in two layers. Because these mains were placed in service many decades ago when records may not have indicated material, the inventory of this material may be understated. When this pipe is found to still be in use, it has likely exceeded 85 years of service, is leaking and has reached its useful life. These mains are scheduled for replacement when identified. Lining of these mains is not an appropriate renewal method. The use of both polyvinyl chloride (PVC) and high density polyethylene (HDPE) began to emerge in this country in the 1970 s and 19 s respectively. These mains have the advantage of resistance to corrosion; however, the service life is not expected to be as long in areas with recurring pressure fluctuations, especially for PVC pipe. However with recent developments of HDPE pipes including the heat butt-fusion of every joint, these have a significant advatage over PVC and other metallic pipes in sustaining pressure fluctuations and ground movement including earthquakes. Exhibit 1.2.b below shows the progression of pipe technology in this country during the 20 th century. The first four columns represent the 1) material from which the pipe is manufactured, 2) type of joint, 3) interior corrosion protection, and 4) exterior corrosion protection. Another important issue for water systems in developing an asset renewal plan is the difference in expected service life of the various materials still in use today. The three older vintages of cast iron pipe (pit cast, spun cast, and spun cast with leadite joints) that were primarily installed prior to the 19 s are highlighted yellow in Exhibit 1.2.b. As technology was thought to be improving during this period, it would ultimately be found that the failure rate of the pipe would increase. The result is that even though the three vintages of pipe were installed in different time periods, they all may be reaching an unacceptable rate of failure at the same time. Additionally, there have been an increasing number of significant failures with asbestos cement pipe and larger steel and PCCP (Prestressed Concrete Cylinder) pipes. This puts a heavy financial burden on water utilities as the cost of replacement cannot be spread out over the same period of time as when the pipes were originally installed. Appendix A Page 4

136 New Jersey-American Water Company, Inc. Exhibit 1.2.b Timeline of Pipe Technology in the U.S. MATERIAL JOINT Corrosion Protection INTERIOR EXTERIOR 1880 s 18 s 10 s 1910 s 1920 s 1930 s 1940 s 1950 s 19 s 1970 s 1980 s 19 s 2000 s Steel Welded None None Steel Welded Cement None Cast Iron (pit cast) Lead None None Cast Iron Lead None None Cast Iron Lead Cement None Cast Iron Leadite None None Cast Iron Leadite Cement None Cast Iron Rubber Cement None Ductile Iron Rubber Cement None Ductile Iron Rubber Cement PE Wrap Asbestos Cement Rubber Material Material Reinforced Conc. (RCP) Rubber Material Material Prestressed Conc. (PCCP) Rubber Material Material Polyvinyl Chloride Rubber Material Material High Density Polyethylene Fused Material Material Molecularly Oriented PVC Rubber Material Material Commercially Available Predominantly In Use 1.3. NJAWC PIPE STANDARD NJAWC s current pipeline standard includes the installation of water mains in compliance with the appropriate AWWA standard for the proposed material type. Ductile Iron (AWWA C-150), and small diameter PVC (AWWA C-0) water mains are predominantly used in new installations. The use of Steel (AWWA C-200) and HDPE (AWWA C-6) are used when construction using standard materials are not the best option. The selection of pipe material is based on site conditions and method of construction to insure the best material is selected for the intended use. The construction of larger diameter transmission mains requires a more detailed design and alternative analysis when selecting the piping material. Appendix A Page 5

137 New Jersey-American Water Company, Inc. Exhibit 1.3.a Comparison of Distribution Size Pipe Materials - Material Properties Material Property DI PVC HDPE Tensile strength,000 psi 7,000 psi 3,200 psi Compressive strength 48,000 psi 9,000 psi 1,0 psi Yield strength 42,000 psi 14,500 psi 5,000 psi Ring bending stress 48,000 psi none specified none specified Impact strength 17.5 ft-lbs/in 0.75 ft-lbs/in 3.5 ft-lbs/in Density 441 lbs/ft lbs/ft lbs/ft 3 Modulus of elasticity 24,000,000 psi 400,000 psi 110,000 psi Temperature range < 150 ο F < 140 ο F -50 to 140 ο F under press. Thermal expansion 0.07 per 10 ο F per per 10 ο F per per 10 ο F per 100 Corrosion resistance (internal) Corrosion resistance (external) Good - w/cement lining Excellent Excellent Good - w/pe encasement Excellent UV resistance Excellent Gradual strength decline Excellent Abrasion resistance Excellent Good Good Cyclic/creep resistance Excellent Poor Poor Permeation resistance Yes No - solvents & petroleum Scale & growth resistance Yes - w/carbon black No - solvents & petroleum Good Excellent Excellent Appendix A Page 6

138 1.4 SYSTEM PERFORMANCE New Jersey-American Water Company, Inc. In recent years, New Jersey American Water has implemented a statewide computerized maintenance program where records of water mains repairs are kept in a uniform dataset statewide. Tables and 1.4.2, below, provide a summary of the main break repairs performed throughout NJAWC by lengths of material and material type for the year Aggregate main break data for is provided in Section 1 of this report; the 2016 data is consistent with the Company s historic data. Table Summary of Main Lengths by Material (2016) 2016 Miles of Main Central Coastal North Southwest Total Asbestos Cement Cast Iron Lined ,774 Cast Iron Unlined ,024 Ductile Iron 1,581 1, ,270 Other Metallic Plastic PCCP Total 3,174 2,5 1,353 1,761 8,894 Table Summary of Main Repairs by Material (2016) 2016 Breaks by Material Type North Central Coastal Southwest Total Asbestos Cement Cast Iron Ductile Iron Other Metallic PCCP Plastic Total ,187 Combining the main break data from NJAWC s Computerized Maintenance Management System (via MapCall) and the GIS water main lengths by service area, it becomes apparent that failure rates can vary by material. Cast Iron, plastic, and other metallic water mains have considerable higher break rates than the newer materials installed after 19. A further breakdown by service area shows additional trends in failure rates. For NJAWC, the water main break rates are generally higher in areas receiving treated surface water supplies due in part to the seasonal fluctuation in water temperature. Appendix A Page 7

139 New Jersey-American Water Company, Inc. Table Summary of Break Rate by Material (2016) 2016 Breaks per Mile by Material Type North Central Coastal Southwest Total ACP Cast Iron Ductile Iron Other Metallic PCCP Plastic Combined Numbers in red are above the AWWA Partnership goal of 15 breaks per 100 miles of main (0.15) The highest overall failure rate has been found to be the failure of other metallic pipe in nearly all operating areas and in particular in the North Operating Area caused primarily due to the galvanized steel mains which have surpassed their useful life and are underperforming in both structural and hydraulic capacity. These mains are obsolete and prone to failure. The second highest break rate is plastic, mostly older PVC pipe that is not holding up as well as other pipe materials in areas with varying pressure and rocky terrain. Installation of new PVC is mostly limited to coastal plain areas, where there is a prevalance of sandy soils (which is a good bedding material), aggressive clays, or high groundwater laden with chlorides. The greatest number of failures has occurred on cast iron water mains, which are generally among the oldest and most prevalent assets, and which currently make up a significant proportion (43%) of the Company s older distribution system assets. Most cast iron pipes fail because of a combination of factors that include external loading, internal pressure, manufacturing flaws and corrosion damage. These failures usually result in any one of the following standard type of breaks: bell splitting, consisting of a longitudinal break starting at the bell; corrosion pitting (pinholes, deterioration, or blow outs); circumferential cracking, where the pipe splits in a circle across its diameter; longitudinal cracking (stress), where the pipe breaks along its length; or from physical damage caused by outside influences. NJAWC s current practice is to record the failure type observed when a water main is repaired. Table shows the type of main failure, diameter, and material type for the past year. Appendix A Page 8

140 2016 Main Breaks New Jersey-American Water Company, Inc. Table Type of Main Failure, Diameter, and Material Type (2016) Failure Type Material Daimeter Circular External Corrosion Joint Leak Physical Damage Pinhole Split Stress Total Asbestos Cement < 6" 1 1 6" " " to 16" Asbestos Cement Total Cast Iron < 6" " " " to 16" > 16" Cast Iron Total Ductile Iron < 6" " " " to 16" > 16" 1 1 Ductile Iron Total PCCP 10" to 16" 1 1 > 16" PCCP Total Plastic < 6" " 1 1 8" " to 16" 1 1 Plastic Total Other Metallic < 6" " " 1 1 > 16" 1 1 Other MetallicTotal Grand Total ,352 Table 1.4.4, above, once again highlights the need to replace the aging cast iron mains. Circular failures are typically a double failure. Initially corrosion causes a small leak, causing the soil bedding surrounding the pipe to become compromised and washed away. Without the support of proper pipe bedding, the water main experience bending stresses which results in the larger circumferential failure. Split type failures are primarily caused by internal stress on a main with reduced pipe thickness due to internal or external corrosion. As corrosion continues, the main weakens to a point of failure caused by internal stress within a pipe. The data also shows that a majority of breaks occur on cast iron mains less than 12-inch in diameter. The North Operating Region, by far, leads in main break rate in all pipe material category as well as the overall break rate which is nearly twice that of the NJAW s average. As a result, NJAW s pipe renewal investment levels favors the North Operating Region. Appendix A Page 9

141 New Jersey-American Water Company, Inc. 1.5 PROPOSED PROJECTS 2017 FOUNDATIONAL FILING The Foundational Filing contains approximately 3,200 (3,211) identified pipe projects identified across the state. Relocations have been identified where known for 2017 and beyond. Future year relocation projects may be substituted as needed depending on external stakeholder schedules. The ~3,200 projects have been prioritized based on a ranking described in Appendix B/B1 of this report. Nearly seventy percent (69%) of the mains are either cast iron or of an unknown type; 6% are galvanized steel or other metallic piping; and 15% are asbestos cement pipe. The remaining projects listed (10%) are a combination of different pipe materials that have either hydraulic or structural deficiencies which need to be addressed REHABILITATION AND REPLACEMENT OPTIONS PIPE NJAWC follows the AWWA Manual M 28 for the Rehabilitation of Water Mains. This Manual provides a strategy to make appropriate, cost effective decisions regarding distribution system infrastructure life extension or renewal. This section will further elaborate on the failure mechanisms of pipe, potential rehabilitative and preventative technologies, and recommendations for pipe materials for future use. Decision matrices from M28 are included at the end of this Appendix RECOMMENDATIONS FOR EXTENDING PIPE LIFE In order to minimize main failures and maximize the life of the assets, it is necessary to understand the failure mechanisms of pipe. These failure mechanisms, which are a result of either Operational/Physical or Chemical means, are identified in Exhibit a. Exhibit a Operational/Physical Applies to Chemical Applies to Manufacturing defects M,P,C Internal corrosion Unlined M,C Improper design M,P,C External corrosion - soil M,C Geologic instability M.P.C External corrosion - other M,C Higher operating pressures M,P,C Leadite corrosion M Hydraulic transients M,P,C Leadite expansion M Change in water M Material incompatibilities M temperature Excessive external loads M,P,C Gasket deterioration M, Jointed P,C Damage from digging M.P.C Material fatigue P Improper bedding/backfill M,P,C Hydrocarbon Permeation P Pipe Code for Failure Mechanisms M = Metallic (ductile iron and/or cast iron) P = Plastic (PVC or HDPE), C = Concrete (RCP or PCCP) Appendix A Page 10

142 New Jersey-American Water Company, Inc. This exhibit indicates the type of pipe (metallic, plastic, or concrete) and the resulting failure mechanism. Nearly all of these failure mechanisms can be addressed or controlled for new installations as a result of newer pipe materials, current manufacturing technology, and improved utility operational practices. A few of these failure mechanisms warrant additional discussion as follows: A. Hydraulic Transients: Hydraulic transients (or water hammers) occur as a result of a sudden change in flow velocity. Some ways that this can occur are due to a sudden starting or stopping of a pump, closing or opening a hydrant or valve too quickly, or sudden starting and stopping of water usage by large customers. As a rule of thumb, for every 1 ft/sec instantaneous change in flow velocity, the pressure can change by 100 ft (43.3. psi). Pressure variations and other challenges associated with system pressures affecting NJAWC are discussed in the Operating Area sections in this report. B. Change in Temperature: Cast iron pipes typically experience an increase in main failures when subjected to freezing temperatures. Although plastic pipes also are affected by a change in temperature due to their high coefficient of thermal expansion, it is less of an issue due to the flexibility of the pipe, and the phenomena of concern discussed here applies only to ferrous pipes. One theory of why iron pipes fail in freezing temperatures is that the ground movement imposes a stress on the pipe. Although this may be true, the primary reason for the failures relates to the differences in thermal expansion between water and iron. As water and the pipe cool, they are both contracting until the temperature reaches 39 o F. At this point, the pipe continues to contract, but the water begins to expand. This can result in a stress equivalent to that of increasing the hydrostatic pressure in the pipe by approximately 200 psi. NJAWC has significant surface water supplies, which are more sensitive to cold ambient temperatures than groundwater. The Operating Area sections of this report discuss specific thermal challenges where they exist. C. Corrosion (internal or external): Corrosion can occur in any metallic pipe. The potential for corrosion is higher in cast iron pipes than in ductile iron pipes but because cast iron is thicker, ductile iron may be more vulnerable with time. The corrosion phenomenon that occurs in cast iron (pit cast or spun cast) is called graphitic corrosion. Graphitic corrosion generally is a slow process. It can create significant problems since no dimensional or physical changes occur which are visible, yet the cast iron loses its strength and becomes brittle. NJAWC has implemented robust corrosion control practices for its finished water supply, as discussed in the Operating Area sections of this report, to address internal corrosion. Soil conditions vary among NJAWC Operating Areas, and specific challenges posed by external corrosion are discussed in those sections. Appendix A Page 11

143 New Jersey-American Water Company, Inc. D. Leadite Joint Corrosion and Expansion: Leadite joint material has a different coefficient of thermal expansion than cast iron, resulting in stress on the pipe. This stress ultimately results in longitudinal splits in the pipe bell. Secondly, the sulfur in the leadite serves as an energy source for sulfur reducing bacteria resulting in localized pitting corrosion which ultimately results in circumferential breaks on the spigot end of the pipe near the leadite joint. E. Material Fatigue: There is no measurable relationship between ductile iron s applied tensile strength and time to failure. However, both PVC and HDPE pipe experience a reduction in strength over time. When a load is applied to a plastic pipe, it has an initial deformation, and then it continues to deform over time until failure. This is known as "tensile creep". The modulus of elasticity used in the design of HDPE pipe corresponds to a 50-year life. This does not necessarily mean that the pipe will fail in 50 years since it can recover from creep depending on the load duration and magnitude. However, tensile creep in plastic pipes is still a variable of which we need to be cognizant. There is also some evidence that chlorination affects plastic pipe integrity over time. Further study of these issues with plastics is on-going. F. Changes in Soil Moisture Content: Tensile stresses similar to those mentioned in dropping water temperature in the pipe can be induced when pipes attempt to resist deformation imposed by soil shrinking as moisture content drops. Frictional resistance can also increase if either the frictional angle or the vertical load increases. This phenomenon has been reported in Texas during extreme drought and modeled by Thames Water and the National Research Council of Canada. Exhibit b identifies the strategies NJAWC has used to reduce pipe failures for installed pipes and continues to evaluate as part of its planning process. Additional information regarding some of the potential rehabilitation strategies (e.g. cleaning and lining protection) are discussed subsequently in this section Exhibit b Operational Strategies for Reducing Pipe Failures Failure Mechanism Strategy Higher operating pressures Redistribution of pressure zones where feasible, install district metering and pressure reducing valves Hydraulic transients Provide surge control and operator training Change in water temperature Blend with ground water sources, where possible Internal corrosion Cleaning and lining, orthophosphate, ph buffering Leadite corrosion Replace, repair joint only Leadite expansion Replace, repair joint only Material transitions Install dielectrics at corporation stops, curb stops Gasket deterioration Replace the joint only Appendix A Page 12

144 New Jersey-American Water Company, Inc REHABILITATION TECHNOLOGIES Once a water main has been identified as failing to meet its service requirements, the method of replacement or renewal is considered. Currently, the majority of water main replacement at NJAWC is performed using an open-cut method as this is the generally the least cost option. In specific cases, directional drilling or other structural rehab methods are used. Conventional open-cut construction is still the most frequently and cost-effective method of water main replacement in the United States, and therefore, contractors are usually well versed in the construction techniques and available locally at competitive costs. Once the new main has been installed, pressure tested and passes bacteriological testing, services are transferred from the old pipe to the new. Concern over potential hazards associated with asbestos cement pipe has created challenges around selecting the appropriate method for taking such pipes out of service (e.g. abandon in place or remove and risk airborne issues). Because the old main is kept in service until the new main is in place and ready for connection to the customers service lines, service interruptions are minimized. In those unusual cases where the old main has to be shut down before the new main is in place, bypass pipes can be laid to provide uninterrupted service to customers. Trenchless technologies have attracted the attention of the water industry in recent years as an alternative to open-trench methods. Based on the site-specific main replacement, trenchless technologies can potentially reduce both direct rehabilitation costs and the additional financial and commercial costs associated with excavation in the road. For over 25 years, trenchless renovation technologies have been steadily increasing and playing an increasingly important role in the wastewater and gas industries, and for many of those utilities, it is now their method of choice. Both the AWWA Research Foundation (AWWARF) and a number of AWWA technical committees have evaluated alternative rehabilitation technologies for application in the water utility industry. The AWWA Water Mains Rehabilitation Committee has developed guidelines for those technologies that have a proven track record within the industry while the Water Main Rehabilitation Standards Committee is developing AWWA standards for various techniques. Standards now exist for cement lining and epoxy lining with other standards in development. Alternative rehabilitation techniques can be classified into three categories according to their effect on the performance of the existing pipe. The three categories include: non-structural systems; semistructural systems; and structural systems. Appendix A Page 13

145 New Jersey-American Water Company, Inc NONSTRUCTURAL LINING TECHNIQUES One of the most common and effective renewal methods used in the piping industry is the application of a non-structural protective lining on the interior of the water main. Nonstructural lining systems are used primarily to protect the inner surface of the host pipe from corrosion and tuberculation. They have no appreciable effect on the structural performance of the host pipe and have a minimal ability to bridge any existing discontinuities, such as corrosion holes or joint gaps. Since non-structural lining systems have minimal effect on leakage, the pipe to be lined must be structurally sound and leak tight at the time of lining and expected to remain so for the foreseeable future. Examples of nonstructural techniques include cement-mortar lining and polymer (epoxy resin and urethane) lining. Statements regarding the effect of service connections, valves, bends, and appurtenances on efficiency and the expected service life extension from non-structural pipe lining apply to both lining methods are discussed. The advantages of non-structural pipe lining are that a smooth protective non-structural coating is applied to the interior surface of the pipe that restores hydraulic capacity to the water main. Valves and appurtenances are generally replaced as the life of these assets is less than the main. Care must be taken to prevent cement mortar lining from blocking service connections. The expected service life of the pipe with reasonably good structural condition can be extended approximately by 50 years with cement mortar lining or epoxy lining procedures. Prior to the application of any lining system, the host pipe must be evaluated for structural integrity. Once determined to be structurally sound, it must be adequately cleaned to remove tuberculation and produce a clean surface to which the lining will adhere. For effective lining results, a thorough cleaning of the water main is essential. Successful cleaning may be performed by various techniques such as, flushing, cable attached devices (drag cleaning, hydraulic-jet cleaning), fluid propelled cleaning devices (foam pig, metal scrapers) or power boring. A. Cement-Mortar Lining: Cement mortar lining is the most common rehabilitation technique in the US today and is effective and reliable. This technique is used frequently and successfully by NJAWC. Cement mortar is applied to new ductile iron pipes and most new steel pipes before installation, making this method a standard in the water industry. The water quality parameters for the area are reviewed prior to selection of this process. After the host pipe is cleaned, and free of water, a 1/8 inch (+/-) layer of cement mortar is applied to the pipe wall by the rotating head of an electric or air-powered machine. It should be noted, NJAW uses a minimum specification of 3/16 inch. During the lining process, mortar, sand, and water are mixed in a hopper near the access hole and pumped to the Appendix A Page 14

146 New Jersey-American Water Company, Inc. lining machine through high pressure hoses. The lining machine is equipped with rotating trowels or a conical drag trowel positioned just behind the dispensing head. As the machine moves through the pipe, it leaves a smooth, trowelled finish that enhances the carrying capacity and flow characteristics of the pipe. Service lines and laterals less than 2-inch in diameter must be cleared after the lining application. Laterals over 2-inches are not plugged by centrifugal lining and do not require excavation or blow back B. Polymer Spray Lining: The process for in-situ epoxy resin lining of iron and steel pipelines has been performed in North America since the early 19 s. The process has been used effectively to rehabilitate old, unlined water mains and is also classified as a nonstructural renewal method. As with other lining techniques, pipelines must be thoroughly cleaned before application of the lining. Different products vary in the acceptability of moisture in the pipe but at a minimum the pipe must be puddle free. The polymer is applied to the interior of the pipeline using a centrifugal method. Several epoxy lining and polyurea materials are currently approved for use in the potable water systems under ANSI/NSF In the past couple of years, NJAWC s experience with the polyurea method as provided by 3M Scotchkote has been positive and is being expanded in area of low alkalinity source water. As new products become available, the expanded use of this technique may be possible SEMI-STRUCTURAL LINING TECHNIQUES Semi-Structural renovation systems generally involve the installation of a thin plastics-based lining tube which achieves a tight fit to the pipe wall. Since the stiffness of the liner is less than that of the host pipe, some internal pressure loads are transferred to the original pipe. Such a lining is required only to independently sustain internal pressure loads at discontinuities, in the host pipe, such as corrosion holes or joint gaps. NJAWC has used this type of rehabilitation method in specific applications depending on the adequacy of the final internal diameter after lining is complete. A liner is usually considered a semi-structural liner if its long term (50 year) internal burst strength, when tested independently from the host pipe, is less than the maximum allowable operating pressure of the pipeline to be rehabilitated. Such a liner would not be expected to survive a burst failure of the host pipe, so it cannot be considered as a replacement pipe. Semi-structural lining techniques are best suited for long transmission mains with few service connections and for situations in which obstacles such as buildings, underground utilities, and railroads do not permit the excavation of the old pipes. Examples of semi-structural lining techniques include: close-fit slip-lining and cured in place pipe lining. A. Modified Slip-Lining Techniques: Modified or close-fit slip-lining techniques involve inserting a polyethylene pipe into the host pipe, which has been temporarily deformed to Appendix A Page 15

147 New Jersey-American Water Company, Inc. allow sufficient clearance for insertion. After installation into the host pipe the replacement pipe is reverted back to its original size (by using heat, pressure and/or reducing tension on the pipe) resulting in a tight fit between the host pipe and replacement pipe thus maximizing the available diameter of the new pipe. Modified slip-lining techniques differ from conventional slip-lining such that greater retention of hydraulic cross section area may be attained and the flexibility of liner thickness. Liner thickness can be selected to provide either a fully structural or semistructural internal pressure capability. Existing services are usually handled by cutting out a window in the host pipe prior to slip lining. Service connections, valves bends and appurtenances can then be heat fused or mechanically connected to the thermoplastic pipe.. B. Cured-In-Place Pipe: Cured-in-place pipe (CIPP) lining techniques involve inserting a polymer fiber tube or hose impregnated or coated with a thermoset resin system into the host pipe. The resin is then cured by the application of heat using steam or water to produce a rigid or semi-rigid liner which depends on adherence to the pipe wall for support. The hose is constructed to meet internal pressure requirements, and the cured resin layer serves merely as an adhesive to the host pipe. This technique has become more attractive as a robotic method to restore water connections from inside the pipe is becoming increasingly reliable. C. Hi Build Polymer Spray Lining: Just on the horizon is the development of thicker polymer spray linings that will offer some structural support and bridge joints. NJAWC has gained some experience with 3M Scothkote TM in semi-structural lining rehabilitation. Due to its considerable increase in cost, it is only used where the host pipe still has 50% or more remaining wall thickness STRUCTURAL LINING TECHNIQUES Structural lining techniques are capable of sustaining long term (50-year) internal burst strength, when tested independently from the host pipe, equal or greater than the Maximum Allowable Operating Pressure (MAOP) of the pipe to be rehabilitated. Additionally, structural linings have the ability to survive any dynamic loading or other short-term effects associated with sudden failure of the host pipe due to internal pressure loads. Structural lining techniques are sometimes considered to be equivalent to the replacement pipe, although they may not be designed to meet the same requirements for external buckling or longitudinal/bending strength as the original pipe. NJAWC has used these techniques for specific projects where feasible and cost effective. Appendix A Page 16

148 New Jersey-American Water Company, Inc. Structural linings can be used in circumstances similar to those for semi-structural lining, but their use is essential for host pipes suffering from generalized external corrosion where the mode of failure has been, or is likely to be, catastrophic longitudinal cracking. Examples of structural lining techniques include structural slip lining and pipe bursting. Structural slip-lining techniques are similar to the semistructural slip lining methods, but with varying design parameters for the new pipe regarding wall thickness, pressure rating, and operating requirements. A. Slip-Lining: Conventional slip-lining is the insertion of a loose, undersized, flexible thermoplastic liner directly into the water main. The most common type of material used for slip-lining is HDPE pipe of standard sizes. The ends of several consecutive 40-foot lengths of HDPE pipe are joined (using a process known as thermal butt fusion) to form a single length of pipe. One end of this pipe is then pulled by a cable into the entry pit and through the section of the old pipe. The new pipe is then reconnected to the existing pipe. The benefit of slip-lining is that it creates a new, integral pressure pipe inside the old deficient pipeline without a complete excavation. Potential applications for conventional slip-lining are numerous. Slip-lining is well suited for renewal of sections of main with few service connections or sharp bends. Most existing pipelines can be slip-lined, but certain applications are ideally suited to this method: Where poor structural integrity of the existing pipes make other lining methods such as cement mortar lining or epoxy lining, inadvisable. Where service connections and branches are limited. Where a structure has been built over the exiting main, making replacement economically impractical. Where a main crosses over or under railroads, bridges, rivers or other obstacles, making alternative linings impractical or not economically feasible. Where other unique circumstances make alternative lining methods impractical. In general, except for HDPE swaging, the insertion pipe is sized so that its outside diameter is at least 10 percent smaller than the inside diameter of the pipe being lined to allow for smooth insertion. The insertion liner does substantially reduce the effective cross-sectional area of the pipe. Therefore, post lining flow requirements must be considered when deciding to slip-line. However, the reduction in the friction factor of the liner pipe as compared to the old, unlined pipe should significantly compensate for the reduced cross sectional area. In addition, the flow rate will not be reduced by corrosion over time. The Appendix A Page 17

149 New Jersey-American Water Company, Inc. geometry of the unlined pipe must also be considered, as liners generally do not turn well through elbows. HDPE lining by the swaging method is gaining useage and acceptance in pipe rehabilitation method within the water industry. However, the major drawback in any slip-lining is its cost and significant reduction in the original pipe inside diameter which may render slip-lining not feasible in some applications. B. Pipe Bursting: Pipe bursting is a patented process of replacing existing water mains by breaking and displacing them and installing a replacement pipe along the same route and in the void created. The pipe bursting technology is a total pipe replacement method. The pipe bursting process replaces the original pipe with a new pipe of the same diameter or larger. The ability to upsize, replace an existing pipe with a larger pipe makes this an attractive option in many situations. The system consists of a pneumatic, hydraulic or static bursting unit that splits the existing pipe while simultaneously installing a replacement pipe of the same or larger diameter and pressure rating. The pipe-bursting tool is designed to force its way through the existing pipe by fragmenting or splitting the pipe and compressing the materials into the surrounding soil as it progresses. The use of high density polyethylene pipes as the replacement pipe is desirable due to their flexibility, especially when the pipes to be replaced are not straight. All service connections should be completely disconnected and isolated from the existing pipe before pipe-bursting operations begin. All service connections, valves, bends and appurtenances must be individually excavated and connected to the new main. A temporary bypass system is usually provided to maintain service to consumers. 3.1 COST CONSIDERATIONS The construction technique and material used for pipeline renewal projects are based on feasibility, cost, availability and customer impact parameters. Scheduling constraints also consider such factors as the impact of detours on significant traffic flow in coastal areas during summer months. Likewise, the availability of paving material and the approval of road opening permits can impact schedules and construction techniques. The potential cost savings for alternative rehabilitation methods remains promising as new materials are made available. The costs of these types of projects are dependent on the minimization of site restoration activities and the number of service connections on the existing main. There is usually less excavation for alternative technologies than compared with traditional open cut replacement methods. In order to avoid disruption of water supply to customers, temporary service connections may be Appendix A Page 18

150 New Jersey-American Water Company, Inc. required to serve customers during the construction period. Equipment and crew mobilization costs, length of mains being replaced and the learning curve all affect the unit cost of the alternative methods. Key elements in the selection of a renewal method (replace, re-line, structurally line) are: The exact nature of the problem(s) to be solved. The hydraulic and operating pressure requirements for the renewed main. The material, dimensions, and geometry of the water main. The quantity, types and locations of valves, fittings and service connections. The length of time in which the main can be taken out of service. Site-specific factors such as traffic conditions, paving requirements or customer special needs for fire protection. The aim of the selection process is to consider all these factors to arrive at the most cost-effective, technically viable solution. Ideally, the cost estimate should include not only direct contracting and related costs, but also indirect costs associated with public disruption and longer term maintenance. Exhibit 3.1.a highlights the considerations used by NJAWC in project selection process. Technology Cement Mortar Lining Polymer Spray Lining Close-Fit Slip-lining Exhibit 3.1.a Summary of Applicable Technology and Recommended Use Recommended Application Prevent scale formation, internal corrosion and reduce pipe roughness (improve Hazen Williams C-value). Considered with hydraulic and water quality (WQ) problems when there are no structural and joint leaks and original pipe material is iron or steel. Should not be considered when soft or acidic water is conveyed due to possible deterioration of CML. Consider the thickness of the cement mortar as it diminishes the effective diameter of the pipe, Not applicable for small undersized mains. Protects original pipe against corrosion and provides an increased Hazen- Williams C-value. Considered with hydraulic and WQ problems when there are no structural and joint leak problems. Dead end lines do require some continuous low level flushing following the curing process Not applicable for undersized mains Classified as structural or semi-structural lining depending on the thickness of the liner. The inserted pipe adds strength, prevents further internal corrosion and improves Hazen-Williams C-value. Considered for hydraulic, joint leak and water quality problems with no structural problems are involved. Appendix A Page 19

151 New Jersey-American Water Company, Inc. Technology Cured in Place Pipe Conventional Slip Lining Pipe Bursting Recommended Application Compared to close-fit lining, the thickness of CIPP liner is typically less than a close-fit liner. As with the close-fit liner, the loss of diameter is compensated for by an improved Hazen-William C-value. As opposed to epoxy lining, CIPP also provides a certain measure of leakage protection. Considered a semi-structural liner and is applicable for hydraulic, joint leak and water quality problems when no structural problems are involved. Effective diameter of pipe is reduced; new pipe has a smooth interior surface. Excavations are required for service connections, entrance and exit pits. Various pipe materials (DI, PVC, HDPE and steel) may be used as new pipe. No strength is added to the host pipe in conventional slip lining. Pipe bursting is a structural lining technique and is considered suitable for CI, PVC and thin wall steel pipes. Pipe bursting is not recommended for AC pipe if airborne asbestos results. Pipe Bursting recommended for deep mains with sufficient cover and compressible soils to avoid heaving. Pipe Bursting not recommended if adjacent utilities are extremely close to pipe being burst Host pipe should not have offset pipe joints or clamps with bolts. Applicable for replacing pipes of the same diameter or larger. Excavations are required for service connections, entrance and exit pits. Appendix A Page 20

152 Appendix A, Attachment 1 Appendix A Reference

153 Appendix A, Attachment 1 Appendix A Reference

154 Appendix A Reference DISTRIBUTION SYSTEM PERFORMANCE CRITERIA 5 Pipe has structural problems L Renovation would not preserve structural integrity of pipe I I Renovation would preserve structural integrity of pipe L Renovated pipe would give adequate hydraulic performance I Many connections? Easy excavation/ restoration? Low social disruption? I I I Yes to any R(C) No to all R(C) R(PB) R(SL) L(4) I L L I. I Renovated pipe Renovated pipe Renovated pipe would give would give would give inadequate inadequate adequate hydraulic hydraulic hydraulic performance performance performance I I J Many connections? Many connections? Many connections? Easy excavation/ Easy excavation/ Easy excavation/ restoration? restoration? restoration? Low social Low social Low social disruption? disruption? disruption? I I I I I I I I I Yes to any No to all Yes to any No to all Yes to any No to all R(C) R(C) R(PB) R(C) R(C) R(PB) R(C) R(C) R(PB) R(SL) L(4) L(2/3) R(C)-Replacement (conventional or boring/directional drilling) R(PB)-Replacement (pipe bursting) R(SL)-Replacement (slip-lining) L(213)-Lining (semistructural-class ) L(4)-Lining (structural-class IV) Figure 1-2 Selection of rehabilitation techniques to resolve structural problems Appendix A, Attachment 1

155 Appendix A Reference 6 REHABILITATION OF WATER MAINS Pipe provides poor water quality I Pipe has structural problems I I Pipe does not have structural problems I Goto Figure 1-2 I Pipe has flow/pressure or leakage problems I I Pipe does not have flow/pressure or leakage problems I I Go to Figure 1-4 Aggressive/sott water? I No to all Cement lining Epoxy lining I I Yes to any Epoxy lining Figure 1-3 Selection of rehabilitation techniques to resolve water quality problems Appendix A, Attachment 1

156 Appendix A, Attachment 1 Appendix A Reference

157 GIS PIPELINE PRIORITIZATION GIS & InfoMaster software methodology employed to conduct an objective, defendable & repeatable pipeline prioritization analysis that evaluates every main segment with standard, weighted condition and consequence variables LAUREL OAK RD VOORHEES, NJ UPDATED: OCTOBER 2017

158 TABLE OF CONTENTS 1. SUMMARY PREDECESSOR WORK FLOW STEPWISE PROJECT COMPARISON INFOMASTER PROCESS SUMMARY BREAK/MILE/YEAR UNIT PROBLEM & THE GIS BREAK DENSITY SOLUTION VARIABLE MAPPING FROM LEGACY PROCESS TO INFOMASTER MODEL VARIABLE VALUE SCORING RISK MATRIX SHARING & COLLABORATION DECISION LOGIC, REHAB PLANNING & BUDGETING TERM DEFINITIONS

159 1. SUMMARY New Jersey American Water has tested and adopted a new set of tools to objectively & scientifically prioritize, or grade very large datasets of water distribution main based on a matrix of condition based variables named Likelihood of Failure (main breaks, material, age, etc.) and Consequence of Failure (proximity to critical customers, bridge crossings, volume, etc.). The set of tools is a combination of the company s extensive Geographic Information System (GIS), traditional GIS spatial analysis tools, Hydraulic data, and a specialty suite of tools within GIS named InfoMaster. The analysis is performed by a GIS Specialist working closely with a Hydraulic Modeler and Engineering Staff, with feedback from Operations Staff. InfoMaster is an add-in product for the GIS made by Innovyze, an industry leading hydraulic modelling software vendor. The tools work within an ordered methodology to provide an objective, defendable & repeatable all-pipe analysis using company standardized, weighted condition and consequence criteria (variables). The New Jersey American Water GIS team tested InfoMaster, and its predecessor CapPlan, iteratively for over one year. During this time, NJAW: Installed & trained with the tool set and provided feedback to the vendor Gathered & cleaned GIS layers to participate in the model Engineers determined Variables and Weights to participate in the model based on long-standing manual evaluation methods and GIS/Hydraulic data availability Developed GIS updates from hydraulic model for hydraulic variables Developed internal spatial analysis methodology to create and maintain accurate and several custom input GIS layers for the model Iteratively ran the new InfoMaster model and carefully compared each model result to prior internal manual analysis, changing or adding variables & weights as determined appropriate by GIS and Engineering Staff Reviewed results with Engineering Review with Operations and finalized The new model is superior to its predecessor because it removes a significant amount of subjectivity from prioritization, as well as provides a bottom up comprehensive score of each main in the system. Previously, data was manually reviewed and potential projects were identified based on this review. Projects were then prioritized against one another via a spreadsheet tally of variable scores. While variables and weights remained standard, this process relies heavily on human input and interpretation at the beginning of the process, while not evaluating every main in the system by the same method. This document details the methodology & criteria - Likelihood of Failure (LOF), Consequence of Failure (COF) - along with the weights developed for the new analysis. The logic for inclusion in the model and methods of mapping variables from the predecessor prioritization spreadsheet work flow to the new work flow are described as well. 2

160 2. PREDECESSOR WORK FLOW STEPWISE PROJECT COMPARISON The previous distribution pipeline prioritization tool utilized by New Jersey American Water was a detailed spreadsheet analysis that employed a stepwise comparison model (Figure 1). In recent years, this model was migrated to an online tool that stored results in an interactive database; however, the prioritization process remained nearly identical to the original spreadsheet. Engineers would first analyze the various local datasets (such as break history, age, material, operations feedback) in the region they were personally responsible for. After creating potential projects that looked reasonable, the engineer would enter weighted variable scores into the prioritization tool, which would rank the identified projects against one another. One drawback of this method is that it relies on human interpretation on the first step of the process, eliminating a large potential pool of candidate improvements that perhaps have nuanced contributing factors. The Likelihood & Consequence variables that are integral to effective and objective prioritization were not introduced until the second step of the process. The workflow did not evaluate all main segments individually, so the potential also existed for good main to be inadvertently or unnecessarily included within identified projects. Figure 1 - Variables from Stepwise Comparison Spreadsheet 3

161 3. INFOMASTER PROCESS SUMMARY The new process analyzes every main segment within a system according to the best digital approximation of the company s original prioritization criteria using both GIS layers and hydraulic model layers as input. Section 4 Break/Mile/Year Problem describes a modeling problem that surfaces at high resolution (segment based) GIS analysis with the traditional main break rate unit of measure. The section also explains the reasoning behind the GIS solutions developed to not only catch specific troublesome main segments, but also identify & rank mains within dense failure hot-spots by the material types most at risk. Section 5 Variable Mapping details how all of the LOF & COF variables and weights in the new InfoMaster model were created using the original Stepwise variables in Figure 1 as guidance. Section 6 Variable Value Scoring outlines the raw value to score calculation for each variable. Section 7 Risk Matrix explains how LOF & COF cumulative results are weighted categorically during the overall score normalization process. This creates the final letter grade of each main segment. Section 8 Share & Collaborate describes the use of ArcGIS Online cloud GIS tools to easily and interactively share & review InfoMaster model results in a secure online environment with Management, Engineers, and Operators. Section 9 Decision Logic & Budgeting briefly describes InfoMaster modules included, but not yet in use. These modules will enable New Jersey American Water to seamlessly feed the prioritization model results into rule-based logic tools that automate project planning decisions (i.e. rehab v. replacement), as well as interactively create budgeting plans and reports. 4. BREAK/MILE/YEAR UNIT PROBLEM & THE GIS BREAK DENSITY SOLUTION Break/Mile/Year is an industry standard for reporting how pipe materials compare in the failure category. This unit of measure suits large-region summary statistic mathematics very well, but at the micro-geographic level the unit is not as helpful. In the predecessor pipe prioritization model, an Engineer might score a project high because it includes Cast Iron main, and Cast Iron main has a high rate of Breaks/Mile/Year for a particular district or municipality that the project is located in. Many other extremely local factors (soil type, manufacturing), however, might contribute to exactly where in the district a certain material type is a problem, and where it is not at all. Previously, projects might be defined & scored due to an Engineer s or Operator s perceived high density of breaks in a local neighborhood, which may end up creating replacement projects that include mains with materials that are at a lower risk than what is actually breaking. The low granularity of the unit of measure and analysis contributes both to potential missed opportunities and unnecessary replacements. The industry standard summary unit leaves room for improvement through precise GIS Spatial Analysis. GIS staff at New Jersey American Water observed that break rate densities by material varies widely at the micro-geographic scale, and its borders are far more organic than arbitrary business or political boundaries. The staff also noticed that in segment-based analysis; scoring main segments based on the unit Breaks/Mile/Year does not work well at large scales (local levels). 4

162 Main segment lengths in GIS are based on the location of fittings (tees, crosses, etc.). Due to the (often) very small length and very large, arbitrary variation in the length of main segments in a typical GIS, the Break/Mile/Year rate has no mathematical significance. Indeed, the score applied using this method is quite misleading. A very short segment with one break will receive a score exponentially higher than a long segment with one break. The GIS staff determined that the best methodology to model the significance of main breaks as a Likelihood of Failure (LOF) was to utilize alternative methods of GIS analysis to create two categories of LOF break variables Frequency and Density. Break Frequency per Segment (count of breaks by segment) o This identifies individual segments that have broken frequently. It is not a perfect measure due to arbitrary nature of pipe segmentation, but is less misleading than a rate based on segment breaks per length of main per year Local Break Density by Material (Spatial Kernel Density by material) o o This is an inclusive as well as discerning GIS Spatial Analysis method of analyzing local break rates to identify micro-geographic regions which appear to be affecting the longevity of specific pipe materials As an example, Figure 2 shows Asbestos Cement (AC) breaks (purple points) isolated from all breaks (gray points) in a small neighborhood Figure 2 - Only main with a matching material value is applied a score based on the local break rate of only that material. 5

163 o o The GIS Kernel Density tool is run to create a hot spot grid of AC break density values. Values are classified (scored) using Jenk s natural breaks classification method 1 The GIS applies a score to only main segments with a matching material type based on the highest value of a grid cell it crosses. In Figure 2 the AC segments are shown highlighted with corresponding score colors, while other materials are not scored by this variable at all o This method is repeated for each material type with a significant percentage of the total break history within the larger district 6

164 5. VARIABLE MAPPING FROM LEGACY PROCESS TO INFOMASTER MODEL This section details how the Stepwise variables & weights from Figure 1 were adjusted, grouped, enhanced, and sometimes eliminated to create the InfoMaster LOF & COF variables and weights. Engineering & GIS staff met several times to evaluate & match the best consistent & accurate available GIS and Hydraulic data layers with the original Stepwise variables. After each meeting the variables and weights were run in the InfoMaster model and the results were analyzed main-by-main against 55 miles of proposed projects as defined by the original process. The validity of the currently proposed projects (identified using the Stepwise method) and corresponding InfoMaster results were manually reviewed and adjustments were made to InfoMaster over seven model run iterations. Ultimately, the final accepted model run agreed with Figure 3 Variable & Weight mapping from original Stepwise process to the new InfoMaster model 7

165 the proposed projects the majority of the time (greater than 75% agreement). The model identified that 12 miles of main currently identified for replacement (~22%) may have sections of remaining useful life. When the project notes were reviewed, most had a noted high local break history. The InfoMaster main break history, which begins Jan 1, 2010, may be missing breaks from these sections. However, there may also be an opportunity to preserve some main with potential remaining life from inclusion in some of these projects. This will be investigated. The InfoMaster model did also identify 35 miles of additional very poor main (Score D or F) that has yet to be included in a proposed improvement project. The majority was Asbestos Cement main and was identified by InfoMaster largely due to a combination of old main Age and a short AC Cohort Survival Probability population statistic. This often correlated with AC break hot spots. Figure 4 - InfoMaster Final Variables & Weights 6. VARIABLE VALUE SCORING In the InfoMaster model, each of the variables has a corresponding GIS layer. Every main segment in the model is assigned a value for each variable. The raw value types can vary (Numeric, Boolean, Nominal, Date, etc.). For example, Segment X: Could be anywhere from zero to thousands of feet from a hospital (Numeric) Either is or is not a stream-crossing (Boolean) Material is Ductile Iron, Cast Iron, etc. (Nominal) Install Date is 1932 (Date) For InfoMaster overlay analysis, the individual values for each layer must be assigned scores of 0-10 by grouping them. This is known as classification. In some cases, it is appropriate to let the statistical GIS tools help with classification. Break Density is a good example, where the hot spots are organic & relative in nature, and allowing the software to statistically group values according to Jenk s natural breaks is a good idea. Other variables, like Fire Flow or Velocity may 8

166 have Engineering preferred break points between classes. Boolean values will only have two classifications (true/false), while numerical range values most often have between 5-7 classes. Nominal values, such as material type, require a score for each unique value option in the data set. The following set of tables describes the current scoring criteria for LOF & COF variables. These table values, along with variables themselves, will likely change slightly when the model is applied to other regions in the state, and as more GIS datasets become available. Likelihood of Failure Variable Scores 1. Break Frequency (count) This variable is included to capture individual main segments that are particularly problematic. Break Frequency (count of breaks) Range Score <= > Break Kernel Density 2 (rate) Break Kernel Densities are calculated for material types that make up a significant portion of total breaks. Density ranges are relative to the break population within each material, and are classified by GIS with Jenk s formula. Break Density Cast Iron (relative rate) Range Score <= > UNK 0 Break Density Cement (relative rate) Range Score <= > UNK 0 Break Density Ductile (relative rate) Range Score <= > UNK 0 Break Density Asbestos (relative rate) Range Score <= > 8 10 UNK 0 9

167 3. Cohort Survival Probability (algorithm) InfoMaster is packaged with the Hertz, Weibul, and Cox probability formulas. Industry researchers will be familiar with these algorithms as methods to produce Nessie Curves. These curves show populations life or cost expectancies over time. Short, medium, and long life expectancies for each material type are entered in a table. The formula creates population probability curves based on the material and age of the study area. Several range options are available, but for this analysis - percent chance survival to the year was chosen. From the graph, AC main (deep blue) can be seen very near end of life for this region. This contributes to the InfoMaster results described in Section 5, which identified AC main for replacement that the previous method did not. Cohort Probability (% chance survival) Range Score < > 75 0 Figure 5 - Cohort Analysis Curves 10

168 4. Age The model was run with the Cohort variable only (which takes Material & Age into account), then with Age & Material only, and finally with all three variables. Several variable weights were attempted on each model run, and the results were viewed side by side in test neighborhoods. The best and most granular results came from including Age & Material as variables in the model along with the Cohort variable. Below is the Age variable scoring chart. Age (install date) Range Score < > Material Below is the Material scoring chart. Material (type) Range Score Cast Iron 3 Ductile Iron 1 Asbestos 6 Cement 6 Galvenized 8 Unknown 3 Copper 5 PE 1 Steel 2 HDPE 1 Lead 7 6. Velocity High velocity in distribution main can be an indicator of potential trouble. Below is the Velocity scoring chart. Range Velocity (feet/second) Score < >

169 Consequence of Failure Variable Scores Only the following COF variables contribute to the final risk score. The remainder are accessible to engineers and operators as data layers in maps. This will allow for more informed decision making. 1. Water Quality Complaints This variable is scored by Kernel Density, using a similar workflow as the other variables that use relative rates. Water quality complaint points are turned into hot spots. Quality Complaint Density (relative rate) Range Score <= > Available Fire Protection The Fire Flow scoring chart scores severity of low flows below the general desired 3500 ft./min rate. Future plans include a more granular FF score based on local zoning layers, but this is not possible with current data availability. Available Fire Flow (feet/min) Range Score < >

170 7. RISK MATRIX InfoMaster adds all individual LOF & COF scores. The total LOF & COF scores are then multiplied together for a total risk score. The Risk Matrix is a simple tool that controls the influence of LOF & COF in the final normalized letter grade of each main segment. The Risk Matrix is currently configured to more heavily weigh the LOF side of the equation in the higher risk tiers. Figure 6 The Risk Matrix allows the user to weigh normalized result buckets The final normalized grade is arrived at by multiplying LOF & COF, then normalizing scores to 1000 (or any number) and applying the Risk Matrix buckets. If either the LOF or COF total was zero, however, the final normalized result will also be zero regardless of the other Failure category value. It is important to avoid a zero value in either the LOF or COF categories. This is accomplished by including an additional control layer in each category just before the multiplication step with a value of 1 for all segments. The final results map offers an intuitive color-coded risk grade view. Grade A (green) through Grade F (red). The user may also click and inspect individual mains to obtain LOF or COF variable details such as value, score, etc. Broader measures such as Cohort Analysis are also available to 13

171 view independently. Interactive & static reports, graphs, charts etc. are easy to generate. The results maps can be color-coded by any variable result or by multiple Risk Profile runs depending on analytical needs. Update 2017 Actual winter failures were compared to Infomaster scores for roughly 9,000 miles of water main The Likelihood score proved very useful in predicting actual failure Consequence scores negatively affected prediction value of the model As a result, certain Consequence variables were removed from the model, and are used only as supporting layers for Engineers decision making Figure 7 - The output Risk Maps provide multiple views of any variable or risk run 14

172 8. SHARING & COLLABORATION Exploring results within GIS with InfoMaster provides the trained user many options, but for collaboration & sharing with Management, Engineers & Operators, a less technical and more intuitive user interface is preferred. The GIS firm Esri, has a cloud based ArcGIS Online platform that serves this function well. ArcGIS Online is similar to other online map services like Google Maps; however, it integrates seamlessly with GIS. This allows the InfoMaster operator to directly publish results to a secure interactive mapping web site to share, edit, review & collaborate across an organization (see Figure 8). Figure 8 ArcGIS Online provides a seamless way to publish results and input variable data to support collaboration and sharing across the organization All the input variable layers participate in the online map, in addition to the Risk results. Various model run results can be reviewed side-by-side. Users can interactively obtain each main score and weight for each variable by clicking on the segment. Locations of the consequence features affecting decision-making, such as railroads, schools, etc. are available for display, as are options to color-code the main based on hydraulic variables such as available fire flow & velocity. The web site is available across all platforms and devices (ios, Android, Windows, etc.) enabling prioritization map access in any environment. Current and planned project layers are also included in the map, to give operators a head s up view of project alignment with prioritization results. 15

173 9. DECISION LOGIC, REHAB PLANNING & BUDGETING InfoMaster includes user friendly graphical decision logic and budgeting tools to help guide an organization s rehabilitation plan. These tools are not yet operational for New Jersey American Water; however, they will be explored further in the future. The logic tools allow the operator to set up action rules based on model results. For example, if a main scores an F and crosses a railroad, directional drilling might be the required replacement method. Or perhaps if a main scores an F and Cast Iron is the material, while no main breaks have occurred, then cleaning and lining might be the rehab method (rather than replacement). Figure 9 The Decision Logic tool allows the organization to build its own rules based on a combination of risk profile and other factors that affect rehab or replacement actions Once all of the organization s rules are in place, the decision logic model can evaluate the risk model results all at one time. The resulting maps, reports, etc. from the decision model tell the organization what action to take for each main segment in the system. The organization can assign costs of each action in the software. This enables a set of tools to organize and plan actions over a budgeting period. The software operator can manually move segment categories to fit in with other activities (such as moving a main identified for replacement next year into this year s budget). The model will automatically adjust budgets accordingly after manual intervention. As with the risk model results, rehabilitation plan results can also be instantly shared as a layer(s) on the organization ArcGIS Online prioritization map. 16

174 10. TERM DEFINITIONS 1 Jenk s Natural Breaks: Kernel Density: 17

175 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 543 Coastal Operating Area ABERDEEN Aberdeen North Cir, From Northland to Northland $ 150,000 Replace PVC 1950's 6 Asbestos Cement Safety and Reliability/Structural 2017Q4 545 Coastal Operating Area ABERDEEN Aberdeen Nobel Pl, from Norwood to End $ 135,000 Replace PVC 1950's 8 Asbestos Cement Safety and Reliability/Structural 2017Q4 42 Coastal Operating Area ABERDEEN Overlea Lane Main Replacement $ 210,000 Replace 1,400 8 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q4 49 Coastal Operating Area ABERDEEN Woodman Place Main Replacement $ 150,000 Replace 7 8 PVC 19's 8 Asbestos Cement Safety and Reliability 2017Q4 51 Coastal Operating Area ABERDEEN Wister Main Replacement $ 63,450 Replace PVC 19's 8 Asbestos Cement Safety and Reliability Q4 52 Coastal Operating Area ABERDEEN Waverly Place Main Replacement $ 165,000 Replace 1,100 8 PVC 19's 8 Asbestos Cement Safety and Reliability 2017Q4 54 Coastal Operating Area ABERDEEN Linda Circle Main Replacement $ 150,000 Replace 1,000 8 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q4 55 Coastal Operating Area ABERDEEN Woodbrook Drive Main Replacement $ 321,750 Replace 2,145 8 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q4 79 Coastal Operating Area ABERDEEN June Place Main Replacement $ 112,500 Replace PVC 19's 6 Asbestos Cement Safety and Reliability/Structural 2017Q4 80 Coastal Operating Area ABERDEEN Juniper Place Main Replacement $ 225,000 Replace 1,500 8 PVC 19's 8 Asbestos Cement Safety and Reliability 2017Q4 84 Coastal Operating Area ABERDEEN Jubilee Circle Main Replacement $ 165,000 Replace 1,100 6 PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q Coastal Operating Area ABERDEEN Duda Lane Main Replacement $ 114,750 Replace PVC 19's 6 Asbestos Cement Safety and Reliability 2017Q Coastal Operating Area ABERDEEN Intone Lane Main Replacement $ 107,000 Replace PVC 19 6 Asbestos Cement System Flows and Pressure 2018Q Coastal Operating Area ABERDEEN Aberdeen Alden Ct Main Replacement $ 56,250 Replace PVC 19's 6 Asbestos Cement Safety and Reliability Q Coastal Operating Area ABERDEEN Idaho Lane, Main Replacement $ 195,000 Replace 1,300 8 PVC 19's 6 Asbestos Cement Safety and Reliability 5294 Coastal Operating Area ABERDEEN Aberdeen Italic Place, Main Replacement $ 25,000 Replace PVC 19's 6 Asbestos Cement Safety and Reliability Q Coastal Operating Area ABERDEEN Aberdeen Ivnar Way, Main Replacement $ 31,500 Replace PVC 19's 6 Asbestos Cement Safety and Reliability Coastal Operating Area ABERDEEN Aberdeen Line Road Main Replacement $ 700,000 Replace 6, PVC 19's 6 Asbestos Cement Safety and Reliability 44 Coastal Operating Area ABERDEEN Ormont Lane Main Replacement $ 112,500 Replace PVC 19's 6 Asbestos Cement Safety and Reliability 46 Coastal Operating Area ABERDEEN Oaklyn Lane Main Replacement $ 97,500 Replace PVC 19's 6 Asbestos Cement Safety and Reliability/Structural 47 Coastal Operating Area ABERDEEN Opal Place Main Replacement $ 31,500 Replace PVC 19's 6 PVC Safety and Reliability Coastal Operating Area ABERDEEN Weston Place Main Replacement $ 88,500 Replace 5 8 PVC 19's 8 Asbestos Cement Safety and Reliability 81 Coastal Operating Area ABERDEEN Jordan Place Main Replacement $ 30,000 Replace PVC 19's 6 Asbestos Cement Safety and Reliability Coastal Operating Area ABERDEEN Bechstein Dr Main Replacement $ 308,000 Replace 1,974 8 PVC 19 6 Asbestos Cement Safety and Reliability 7161 Coastal Operating Area ABERDEEN Beacon Lane Main Replacement $ 150,000 Replace 1,004 6 PVC 19 6 Asbestos Cement Safety and Reliability/Structural 7162 Coastal Operating Area ABERDEEN Brookview Lane Main Replacement $ 225,000 Replace 1,500 8 PVC 19 6 Asbestos Cement Safety and Reliability/Structural 7163 Coastal Operating Area ABERDEEN Belle Place Main Replacement $ 37,500 Replace PVC 19 6 Asbestos Cement Safety and Reliability Coastal Operating Area ABERDEEN Indigo Ln Main Replacement $ 150,000 Replace PVC 19 6 Asbestos Cement Safety and Reliability 244 Coastal Operating Area ABERDEEN Aberdeen Idlebrook, from InnerHill to "I" tank 10" $,000 Replace PVC 1950's 6 Asbestos Cement Safety and Reliability/Structural tbd 5269 Coastal Operating Area ABERDEEN Aberdeen Imperia Place Main Replacement $ 168,045 Replace 1,163 8 PVC 19 8 Asbestos Cement Safety and Reliability tbd 5291 Coastal Operating Area ABERDEEN Aberdeen Cambridge Dr, Main Replacement $ 405,000 Replace 2,700 8 PVC 19's 8 Asbestos Cement Safety and Reliability tbd 7047 Coastal Operating Area ABERDEEN Dup of 5269 $ 105,000 Rehab HDPE 19's 8 Asbestos Cement Safety and Reliability 30 tbd 8164 Coastal Operating Area ABERDEEN Noble Place 6" AC & 8"AC $,000 Replace 0 8 PVC 19 6 Asbestos Cement Safety and Reliability/Structural tbd 8165 Coastal Operating Area ABERDEEN Claire Ct. 6" AC $ 40,000 Replace Ductile Iron 19 6 Asbestos Cement Safety and Reliability/Structural 30 tbd 122 Coastal Operating Area ABERDEEN Aberdeen Drexel from Deerfield to Lloyd Rd $ 169, Replace PVC Asbestos Cement Safety and Reliability/Structural 123 Coastal Operating Area ABERDEEN Aberdeen Deborah Ln, From Deefield to Deerfield $ 180, Replace 0 8 PVC Asbestos Cement Safety and Reliability/Structural 8166 Coastal Operating Area ABERDEEN Cashell Dr. 6" AC $ 300,000 Replace 1,500 8 Ductile Iron 19 6 Asbestos Cement Safety and Reliability/Structural tbd 8167 Coastal Operating Area ABERDEEN Cornell Way 6" AC $,000 Replace PVC 19 6 Asbestos Cement Safety and Reliability/Structural 30 tbd 8168 Coastal Operating Area ABERDEEN Crest Way 3' CI $ 40,000 Replace PVC 19 3 CI Safety and Reliability/Structural 30 tbd 8169 Coastal Operating Area ABERDEEN Invar Way 6" AC $ 44,000 Replace Ductile Iron 19 6 Asbestos Cement Safety and Reliability/Structural 30 tbd 8170 Coastal Operating Area ABERDEEN Idlewild Ln. 6" AC BTWN Imbrrok Ln. $ 240,000 Replace 1,200 8 PVC 19 6 Asbestos Cement Safety and Reliability/Structural tbd 8171 Coastal Operating Area ABERDEEN Idlewild Ln Btwn Llyod Rd. & Ingress Way $ 64,000 Replace Cast Iron 19 6 Asbestos Cement Safety and Reliability/Structural 30 tbd 8173 Coastal Operating Area ABERDEEN Ivins Ct. 6" AC $,000 Replace 0 8 PVC 19 6 Asbestos Cement Safety and Reliability/Structural tbd 8174 Coastal Operating Area ABERDEEN Ivory Pl. 6" AC $ 44,000 Replace PVC 19 6 Asbestos Cement Safety and Reliability/Structural 30 tbd 83 Coastal Operating Area ABERDEEN Ilex Pl. 6"AC $,000 Replace PVC 19 6 Asbestos Cement Safety and Reliability/Structural 30 tbd 85 Coastal Operating Area ABERDEEN Blair Rd. 8"AC $ 1,000 Replace PVC 19 8 Asbestos Cement Safety and Reliability/Structural tbd 447 Coastal Operating Area ABERDEEN Aberdeen Northland Avenue (from Noble to Lloyd) $ 225, Replace 10 6 PVC Safety and Reliability/Structural Aberdeen South Atlantic (from Chilton to Bechstein) & From VAB Coastal Operating Area ABERDEEN To Rt 34 $ 180, Replace 0 6 PVC Safety and Reliability/Structural 541 Coastal Operating Area ABERDEEN Aberdeen Dawn Way, From Deerfield to Lloyd $ 68, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Darwin Pl, From Church to Deerfield $, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Norwood Lane, from Northland to Lloyd $ 135, Replace 0 8 PVC Safety and Reliability/Structural 546 Coastal Operating Area ABERDEEN Aberdeen Ivy Way, From Idolstone to Ingram Cir $, Replace 0 8 PVC Safety and Reliability/Structural 547 Coastal Operating Area ABERDEEN Aberdeen Idol Pl, from Ivy Place to End $ 37, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Deerfield Lane Phase II $ 456, Replace 45 8 PVC Safety and Reliability/Structural 640 Coastal Operating Area ABERDEEN Aberdeen Anton Place, from Avalon to terminus $ 67, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Donna Place $ 40, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Incline Place From IdleBrook To End $ 45, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Inwood Place From IdleBrook To End $ 45, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Faith Ave Install approximately 850 Faith of 8" PVC $ 127, Replace PVC Safety and Reliability/Structural 836 Coastal Operating Area ABERDEEN Aberdeen Ferland Ave Install approximately 0 of 8" PVC $ 180, Replace 0 8 PVC Safety and Reliability/Structural 837 Coastal Operating Area ABERDEEN Aberdeen Fordham Ave Ph 1 Install approximately 2125' of 8" DICL $ 277, Replace PVC Safety and Reliability/Structural 838 Coastal Operating Area ABERDEEN Aberdeen Fern Ave Install approximately 315' of 8" PVC $ 47, Replace PVC Safety and Reliability/Structural 30 Aberdeen Install approximately 800' of 8" HDPE in Easement Between 839 Coastal Operating Area ABERDEEN Fern and Overlea $ 200, Replace HDPE Safety and Reliability/Structural 840 Coastal Operating Area ABERDEEN Aberdeen Fair Ave Install approximately 700 of 8" PVCr $ 105, Replace PVC Safety and Reliability/Structural Aberdeen Fayette Ave Install approximately 1000 Faith of 8" PVC on 841 Coastal Operating Area ABERDEEN Fayette $ 150, Replace PVC Safety and Reliability/Structural 842 Coastal Operating Area ABERDEEN Aberdeen Ferris Ave Install approximately 275' of 6" PVC $ 41, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Fawn Ave Install approximately 225 of 6" PVC $ 33, Replace PVC Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Beaver Ave Install approximately 675 of 8" PVC $ 101, Replace PVC Relocation/Opportunity 850 Coastal Operating Area ABERDEEN Aberdeen Fordham Ave Ph 2 Install approximately 2125' of 8" DICL $ 3, Replace PVC Safety and Reliability/Structural 5247 Coastal Operating Area ABERDEEN Aberdeen Arden Ln Main Replacement $ 34, Replace PVC 19's 6 Asbestos Cement Safety and Reliability/Structural Coastal Operating Area ABERDEEN Aberdeen Ivanhoe Lane Main Replacement $ 265, Replace PVC 19's 6 Asbestos Cement Safety and Reliability 5403 Coastal Operating Area ABERDEEN Aberdeen Lloyd Rd Phase 1 Main Replacement $ 229, Replace PVC 19's 6 Asbestos Cement Safety and Reliability 5404 Coastal Operating Area ABERDEEN Aberdeen Lloyd Rd Phase 2 Main Replacement $ 331, Replace PVC 19's 6 Asbestos Cement Safety and Reliability 5414 Coastal Operating Area ABERDEEN Aberdeen Clover Way Main Replacement $ 79, Replace PVC 19's 8 Asbestos Cement Safety and Reliability 30 Page 1 of 66

176 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Aberdeen Warren Dr from Lloyd Road (west entrance) to Lloyd Road 5464 Coastal Operating Area ABERDEEN (near east entrance) $ 585, Replace 30 8 PVC #N/A #N/A #N/A Safety and Reliability 7244 Coastal Operating Area ABERDEEN Inglewood Ln Main Replacement $ 187, Replace PVC Safety and Reliability/Structural 7245 Coastal Operating Area ABERDEEN Avondale Main Replacement $ 26, Replace Asbestos Cement Safety and Reliability 30 Shore Road Between Station Avenue & Faunce Landing Road (Shore ABSECON 216 Coastal Operating Area Rd Mort ends 2014) $ 468,750 Replace 1, Ductile Iron 1920's 6 Cast Iron System Flows and Pressure Shore Road Between Faunce Landing Road & Shady Lane (Shore Rd ABSECON 217 Coastal Operating Area Mort ends 2014) $ 255,000 Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure tbd 235 Coastal Operating Area ABSECON Shore Road Between Shady Lane & Bayview Drive (ASMRP 1.10) $ 662,500 Replace 2, Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Shore Road Between Kessler Avenue & 200 Feet North of Kessler ABSECON Coastal Operating Area Avenue $ 53,000 Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5508 Coastal Operating Area ABSECON Osage Lane from Alameda Avenue to Seminole Avenue $ 61,875 Replace Ductile Iron 1940's 2 Cast Iron Water Quality Coastal Operating Area ABSECON Richmond Circle from Shady Lane to the end $ 47,000 Replace Ductile Iron 1910's 2 Cast Iron Water Quality 30 tbd 56 Coastal Operating Area ABSECON Berkley Avenue between Shore Road and Euclid Drive $ 72,000 Replace Ductile Iron CI System Flows and Pressure tbd 57 Coastal Operating Area ABSECON Cordova Drive between Shore Road and Lisbon Ave $ 15,000 Replace Cast Iron CI Safety and Reliability/Structural Coastal Operating Area ABSECON Davis Avenue between Amy Lane and Shore Road $ 52,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural Coastal Operating Area ABSECON W. Church Street between 12th Street and New Road $ 56,000 Replace Ductile Iron GALV System Flows and Pressure 30 tbd 65 Coastal Operating Area ABSECON Alameda Avenue between New Road and Mill Road $ 200,000 Replace 1,233 8 Ductile Iron CI System Flows and Pressure tbd 236 Coastal Operating Area ABSECON Shore Road Between Bayview Drive & Wyoming Avenue $ 3,233,750 Replace 1, Ductile Iron 1920's 8 Cast Iron System Flows and Pressure 5500 Coastal Operating Area ABSECON West Absecon Boulevard from Shore Road west 331 feet $ 41,375 Replace Ductile Iron 1930's 6 Cast Iron Water Quality Coastal Operating Area ABSECON Amy Lane between Shore Road and Bayview Drive $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area ABSECON Wyoming Avenue between Shore Road and Pitney Road $ 650,000 Replace 2, Ductile Iron CI System Flows and Pressure 66 Coastal Operating Area ABSECON Seminole Avenue between Alemeda Avenue and Mill Road $ 178,400 Replace 1,126 8 Ductile Iron Unknown 8 Unknown System Flows and Pressure 83 Coastal Operating Area ABSECON Cedar Hill Drive between Reed Road and Burning Tree Blvd $ 58,000 Replace Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural Coastal Operating Area ABSECON Cynwyd Drive between Cedar Hill Drive and Park Avenue $ 268,000 Replace 1,937 8 Ductile Iron CI System Flows and Pressure 6581 Coastal Operating Area ABSECON Burning Tree Blvd between Forest Hill Dr and Cedar Hill Dr $ 195,000 Replace 1,304 8 PVC 19's 6 Cast Iron Safety and Reliability/Structural 6583 Coastal Operating Area ABSECON Wynnewood Dr between Forest Hill Dr and 350' N. of US Rt 30 $ 129,000 Replace PVC CI Safety and Reliability/Structural 6587 Coastal Operating Area ABSECON Woods Road between Reed Rd and Hillside Circle $ 85,500 Replace PVC CI Safety and Reliability/Structural 7651 Coastal Operating Area ABSECON Hobart Avenue (Between Pitney Road Austin Avenue) $ 350,000 Replace 1,259 8 Ductile Iron CI System Flows and Pressure 7652 Coastal Operating Area ABSECON Coolidge Avenue (Between Pitney Road Austin Avenue) $ 350,000 Replace 1,352 8 Ductile Iron CI System Flows and Pressure 7653 Coastal Operating Area ABSECON Pennsylvania Avenue (Between Pitney Road Austin Avenue) $ 350,000 Replace 1,466 8 Ductile Iron CI System Flows and Pressure 7654 Coastal Operating Area ABSECON Pitney Road (Between Church St. Wyoming Ave) & Oak Drive $ 5,000 Replace 2,434 8 Ductile Iron CI System Flows and Pressure 7655 Coastal Operating Area ABSECON W. Faunce Landing Road (Between Pitney Rd. Shore Rd.) $ 2,000 Replace 1,107 8 Ductile Iron CI System Flows and Pressure 7656 Coastal Operating Area ABSECON Cherokee Lane (between Shore Road to end) $ 80,000 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area ABSECON New York Avenue between Elberon Ave & Mill Rd. $ 388,750 Replace 1,554 8 Ductile Iron CI System Flows and Pressure 8502 Coastal Operating Area ABSECON Yarmouth Avenue & Woodcrest Avenue $ 313,750 Replace 1,253 8 Ductile Iron CI System Flows and Pressure 8504 Coastal Operating Area ABSECON Libson Avenue & Cortez Avenue $ 527,500 Replace 2,102 8 Ductile Iron CI System Flows and Pressure 8505 Coastal Operating Area ABSECON E. Bolton Avenue $ 181,250 Replace Ductile Iron CI System Flows and Pressure 8954 Coastal Operating Area ABSECON Franklin Blvd from Nevada Ave to Bolton Ave $ 370,000 Replace 1,480 8 Ductile Iron CI Safety and Reliability/Structural 8955 Coastal Operating Area ABSECON Lee Avenue between Shore Rd and Franklin Blvd $ 187,500 Replace Ductile Iron CI Safety and Reliability/Structural Nevada Avenue between Shore Road and 7th Avenue & 8th St north ABSECON 8956 Coastal Operating Area from Nevada $ 410,250 Replace 1,641 8 Ductile Iron CI Safety and Reliability/Structural 8957 Coastal Operating Area ABSECON Meadowview Avenue from Route 9 to End of Road $ 241,500 Replace Ductile Iron 19 6 AC Safety and Reliability/Structural 8958 Coastal Operating Area ABSECON Route 9 from Route 30 to California Avneue $ 1,544,480 Replace 5, Ductile Iron CI Safety and Reliability/Structural 8959 Coastal Operating Area ABSECON Ohio Avenue between Mill Road and Route 9 $ 825,000 Replace 4,5 8 Ductile Iron CI Safety and Reliability/Structural 89 Coastal Operating Area ABSECON Bolton Avenue from Shore Road west toward Absecon Creek $ 257,500 Replace 1,030 8 Ductile Iron CI Safety and Reliability/Structural 238 Coastal Operating Area ABSECON Absecon US Route 9 Between Brown Avenue & Dickinson Avenue $ 70,000 Replace Ductile Iron 19's 8 Ductile Iron System Flows and Pressure Coastal Operating Area ABSECON Absecon Cleaning and Lining $ 2,568,375 Rehab 20,547 6 Other 1910's 6 Cast Iron Water Quality 6585 Coastal Operating Area ABSECON Briarcliff Place between Reed Rd and Park Ave $ 42,000 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area ABSECON AB Hillside Circle from Woods Rd (Culdesac) $ 31,500 Replace PVC Safety and Reliability/Structural Coastal Operating Area ABSECON Birch Circle from Reed Road (Culdesac) $ 40,500 Replace PVC Safety and Reliability/Structural Coastal Operating Area ABSECON AB Park Circle from Reed Road (Culdesac) $ 45,000 Replace PVC Safety and Reliability/Structural Coastal Operating Area ABSECON Station Avenue from Shore Road west 137 feet $ 17, Replace Ductile Iron 1980's 6 Cast Iron Water Quality Coastal Operating Area ABSECON Mechanic Street from New Jersey Avenue to Church Street $ 80, Replace Ductile Iron 1980's 2 Cast Iron Water Quality 5503 Coastal Operating Area ABSECON Church Street from Pitney Road to Shore Road $ 92, Replace Ductile Iron Unknown 2 Cast Iron Water Quality 5506 Coastal Operating Area ABSECON Lenape Lane from Church Street to Delaware Avenue $ 56, Replace Ductile Iron CI Water Quality Coastal Operating Area ABSECON Wyoming Avenue from West Jersey Avenue to Huron Avenue $ 300, Replace Ductile Iron Unknown 6 Cast Iron Water Quality 5615 Coastal Operating Area ABSECON Miami Avenue between Mill Road and Ohio Avenue $ 113,0.00 Replace Ductile Iron Relocation/Opportunity 5644 Coastal Operating Area ABSECON W. Summit Ave. between Shore Road and west end of Summit Ave. $ 98, Replace Ductile Iron Safety and Reliability/Structural 5645 Coastal Operating Area ABSECON W. Oregon Avenue between Shore Road and west end of Oregon Ave $ 84, Replace 0 6 Ductile Iron Safety and Reliability/Structural 5646 Coastal Operating Area ABSECON W. Lee Avenue between Shore Road and west end Lee Avenue $ 106, Replace 7 8 Ductile Iron Safety and Reliability/Structural 5647 Coastal Operating Area ABSECON W. Colorado Avenue between Shore Road and west end Colorado $ 99, Replace Ductile Iron Safety and Reliability/Structural 61 Coastal Operating Area ABSECON Huron Avenue between Church Street and Wyoming Avenue $ 232, Replace Ductile Iron Unknown 8 Unknown System Flows and Pressure 62 Coastal Operating Area ABSECON W. Church Street between New Road and School Street $ 178, Replace Ductile Iron Unknown 8 Unknown System Flows and Pressure 6591 Coastal Operating Area ABSECON AB Reed Road between Forest Hill Dr and Cedar Hill Dr $ 168, Replace PVC 19's 6 Cast Iron Safety and Reliability/Structural 6979 Coastal Operating Area ALLENHURST Cedar Ave Railroad Crossing $,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q Coastal Operating Area ALLENHURST Allen Ave Main Replacement of 4 inch CI with 8 inch DI $ 540,000 Replace 3,000 8 Ductile Iron System Flows and Pressure 2018Q Coastal Operating Area ALLENHURST Elberon Ave $ 315,000 Replace 1,499 8 Ductile Iron 10 6 CI Water Quality 2019Q Coastal Operating Area ALLENHURST Cedar ave $ 288,000 Replace 2,640 8 Ductile Iron CI System Flows and Pressure 7755 Coastal Operating Area ALLENHURST Corlies Ave. 4" CI $ 3,000 Replace 3,503 8 Ductile Iron CI Safety and Reliability/Structural tbd 813 Coastal Operating Area ALLENHURST Allenhurst Cedar Ave and Ocean Place $ 220, Replace Ductile Iron Water Quality 5917 Coastal Operating Area ALLENHURST Spier ave from Ocean ave to main. $ 400, Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 121 Coastal Operating Area ASBURY PARK Asbury Park Kingsley, From Asbury Ave to 4th $ 255, Replace Ductile Iron Safety and Reliability/Structural 2019Q4 258 Coastal Operating Area ASBURY PARK Asbury Park Union Ave From Atlantic Ave to Springwood $, Replace 0 8 Ductile Iron System Flows and Pressure 2019Q4 259 Coastal Operating Area ASBURY PARK Asbury Park Washington Ave / Jersey Ave $ 225, Replace Ductile Iron System Flows and Pressure 2019Q Coastal Operating Area ASBURY PARK RT. 71 NDOT Utility relocation work $ 750,000 Replace 8, Ductile Iron CI Relocation/Opportunity 2019Q Coastal Operating Area ASBURY PARK Atlantic Ave. 4" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Atkins Ave 4" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Mattison Ave. 4" CI & 2.5 CI $ 150,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 2019Q4 Page 2 of 66

177 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7777 Coastal Operating Area ASBURY PARK Sewall Ave. 4" CI $ 110,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sewall Ave. 4" CI BTWN Terminus & Main St. $ 30,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Monroe Ave. 4" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 1st Ave 4" CI BTWN Heck st. & Main St. $ 200,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 3rd Ave. 4" CI & 6" CI $ 1,,000 Replace 5,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Prospectv Ave. 4" CI & 6" CI $ 220,000 Replace 2,200 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Dunlewy Street 4" CI $ 110,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Winn Ave. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Drummond Ave. 2" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Central Ave 2" CI BTWN 4th Ave. & Terminus. $ 20,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK 2nd Ave. 4" CI $ 110,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Comstock Street 2" GALV BTWN 1st & 2nd. Ave. $ 40,000 Replace Ductile Iron 10 2 GALV Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Comstock Street 2" GALV & 6" CI BTWN 5th Ave & Terminus $ 150,000 Replace 15,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q4 77 Coastal Operating Area ASBURY PARK Bond Street 4" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Summerfield Ave. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK 7th Ave 4" CI & 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sunset Dr. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 5th Ave 6" CI, 4" CI & 8" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sunset Ave. 6" CI & 8" CI $ 1,740,000 Replace 8,200 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Central Ave. 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Sewall Ave. 6" CI BTWN Prospect Ave. & Ridge Ave. $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Pine St. 6" CI $,000 Replace 0 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK 4th Ave. 6" CI BTWN Bergh St. & Memorial Dr. $ 500,000 Replace 2,500 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Monroe Ave. 6" CI BTWN Prospect Ave. & Memorial Dr. $ 400,000 Replace 2,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Monroe Ave. 6" CI BTWN Main St. & Park Hall Pl. $,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Bangs Ave. 6" CI & 6" AC $ 304,000 Replace 1,520 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Mattison Ave. 6" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Jefferson Ave. 6" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area ASBURY PARK Monmouth Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Bangs Ave 6" CI BTWN Memorial Dr. & Comstock St. $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area ASBURY PARK Drummond $ 210,000 Replace 1,200 8 Ductile Iron Safety and Reliability 7449 Coastal Operating Area ASBURY PARK Comstock st $ 75,000 Replace Ductile Iron Safety and Reliability Coastal Operating Area ASBURY PARK 4th Avenue from Memorial Drive to Prospect Ave $ 500,000 Replace 5,259 8 Ductile Iron 10 8 CI Relocation/Opportunity 7794 Coastal Operating Area ASBURY PARK Steiner Place 2" GALV $ 50,000 Replace Ductile Iron 19 2 GALV Safety and Reliability/Structural 8339 Coastal Operating Area ASBURY PARK Deal Lake Dr. 6" CI $ 344,000 Replace 1,720 8 Ductile Iron CI Safety and Reliability/Structural 8359 Coastal Operating Area ASBURY PARK Dewitt Ave. 6" CI $ 424,000 Replace 2, 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 8365 Coastal Operating Area ASBURY PARK Borden Ave. 6" CI $ 364,000 Replace 1,820 8 Ductile Iron CI Safety and Reliability/Structural 548 Coastal Operating Area ASBURY PARK Asbury Park 1st Ave, from Central to Memorial $ 375, Replace Ductile Iron System Flows and Pressure 549 Coastal Operating Area ASBURY PARK Asbury Park Summerfield, from Ridge to Prospect $ 270, Replace Ductile Iron #N/A #N/A #N/A System Flows and Pressure 5462 Coastal Operating Area ASBURY PARK Asbury Park Monroe Ave $ 100, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area ASBURY PARK Asbury Park Sewall Avenue $ 100, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area ASBURY PARK 3rd ave AP $ 85, Replace 5 12 Ductile Iron Sustained Economic Growth 5781 Coastal Operating Area ASBURY PARK 4th ave $ 85, Replace 5 12 Ductile Iron Sustained Economic Growth 7114 Coastal Operating Area ASBURY PARK VAP 1143 Valve Replacement $ 50, Replace Ductile Iron Safety and Reliability Coastal Operating Area ASBURY PARK Locust Dr $ 300, Replace Ductile Iron 10 6 CI Safety and Reliability 99 Southwest Operating Area AUDUBON Audubon Washington Terrace Edgewood to W Atlantic $ 5, Replace Ductile Iron System Flows and Pressure 100 Southwest Operating Area AUDUBON Audubon Pine Street Edgewood to Wyoming $ 310, Replace 10 8 Ductile Iron System Flows and Pressure 101 Southwest Operating Area AUDUBON Audubon Harvard Road White Horse Pike to Amherst $ 96, Replace Ductile Iron System Flows and Pressure 102 Southwest Operating Area AUDUBON Audubon Princeton Road White Horse Pike to Hopkins $ 437, Replace Ductile Iron System Flows and Pressure 103 Southwest Operating Area AUDUBON Audubon Vassar Avenue White Horse Pike to Amherst $ 300, Replace Ductile Iron System Flows and Pressure 104 Southwest Operating Area AUDUBON Audubon Lafayette Avenue White Horse Pike to Hopkins $ 240, Replace Ductile Iron System Flows and Pressure 105 Southwest Operating Area AUDUBON Audubon Yale Road White Horse Pike to Hopkins $ 400, Replace Ductile Iron System Flows and Pressure 106 Southwest Operating Area AUDUBON Audubon Cornell Road Amhurst Road to Hopkins Road $ 266, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 109 Southwest Operating Area AUDUBON Audubon South Davis Avenue East Pine Street to Blow Off $ 304, Replace 10 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 313 Southwest Operating Area AUDUBON Audubon Kings Highway White Horse Pike to 1st Avenue $ 342, Replace Ductile Iron Safety and Reliability/Structural 314 Southwest Operating Area AUDUBON Audubon Spruce Street West Atlantic to Wyoming $ 168, Replace Ductile Iron System Flows and Pressure 414 Southwest Operating Area AUDUBON Audubon West Atlantic, Pine to Nicholson $ 300, Replace Ductile Iron System Flows and Pressure 415 Southwest Operating Area AUDUBON Audubon Maple Avenue Edgewood to Virginia $ 440, Replace Ductile Iron System Flows and Pressure 416 Southwest Operating Area AUDUBON Audubon West Graisbury Avenue Hampshire to Virginia $ 8, Replace Ductile Iron System Flows and Pressure 418 Southwest Operating Area AUDUBON Audubon Walnut Street Wyoming to West Atlantic $ 192, Replace 10 8 Ductile Iron System Flows and Pressure 420 Southwest Operating Area AUDUBON Audubon Mansion Avenue Edgewood to Virginia $ 456, Replace Ductile Iron System Flows and Pressure 421 Southwest Operating Area AUDUBON Audubon Oak Street Edgewood to West Atlantic $ 570, Replace Ductile Iron System Flows and Pressure 111 Southwest Operating Area AUDUBON Audubon South Lecato Avenue East Pine Street to HAU 129 $ 180,000 Replace 1,500 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2017Q Southwest Operating Area AUDUBON Audubon West Pine St. Wyoming Avenue (CR 653) to Amhurst Rd. $ 7,500 Replace 2,950 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 2017Q4 108 Southwest Operating Area AUDUBON Audubon South Barrett Avenue East Pine Street to Blow Off $ 266,000 Replace 1,400 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q4 AUDUBON Audubon South Logan Avenue and South Haviland Avenue East Pine Street to East Merchant Street / East Graisbury Avenue (CR 645) to 110 Southwest Operating Area End of Roadway $ 361,000 Replace 1,0 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q4 Audubon Chestnut Street Edgewood Avenue to West Atlantic AUDUBON 417 Southwest Operating Area Avenue (CR 744) $ 570,000 Replace 3,000 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q4 Audubon Chestnut Street Edgewood Avenue to West Atlantic AUDUBON 5313 Southwest Operating Area Avenue (CR 744) $ 570,000 Replace Ductile Iron 1920's 2 Cast Iron Water Quality 2020Q Southwest Operating Area AUDUBON Audubon Avenue Between Hampshire Avenue to Oswego Avenue $ 450,000 Replace 2,267 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 107 Southwest Operating Area AUDUBON Audubon Carlisle Road Amhurst Road to Hopkins Road $ 285,000 Replace 1,500 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure Audubon Wyoming Avenue Audubon Avenue to Washington AUDUBON 419 Southwest Operating Area Terrace $ 8,000 Replace 3,200 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5312 Southwest Operating Area AUDUBON Audubon Cedarcroft Avenue Walnut Street to Mansion Avenue $ 266,000 Replace 1,400 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Audubon North and South Haviland Avenue East Graisbury Avenue AUDUBON 5315 Southwest Operating Area to Cuthbert Blvd. $ 380,000 Replace 2,000 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Page 3 of 66

178 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Audubon Bringhurst Avenue / Park Place Paris Avenue to Hopkins AUDUBON 5929 Southwest Operating Area Avenue $ 418,000 Replace 2,200 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Audubon South White Horse Pike East Kings Highway to West AUDUBON 7103 Southwest Operating Area Lakeview Avenue $ 1,843,000 Replace 9,700 8 Ductile Iron Safety and Reliability/Structural Audubon W Merchant Street, Hampshire Avenue, Dewey Parker AUDUBON Avenue, Tweed Avenue, Ward Avenue, Brittin Avenue, and W 8592 Southwest Operating Area Nicholson Road $ 1,143,800 Replace 6,020 8 Ductile Iron AC Safety and Reliability/Structural Audubon Payson Avenue, Central Avenue, Oswego Avenue, Wyoming AUDUBON 8877 Southwest Operating Area Avenue, Creston Avenue, and Beloit Avenue $ 1,265,400 Replace 6,6 8 Ductile Iron CI Safety and Reliability/Structural 82 Southwest Operating Area AUDUBON Audubon RRX at W Kings Highway and W Atlantic Avenue $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural Southwest Operating Area AUDUBON Davis Avenue & Merchant Street $ 350,000 Replace 1,811 8 Ductile Iron CI System Flows and Pressure 9477 Southwest Operating Area AUDUBON Lake Drive $ 225,000 Replace Ductile Iron CI Safety and Reliability/Structural 527 Southwest Operating Area AUDUBON Audubon Dowling Ave East Atlantic to White Horse Pike $ 54, Replace Ductile Iron #N/A #N/A #N/A System Flows and Pressure 30 Audubon East Graisbury Avenue East Atlantic Avenue to Hopkins Southwest Operating Area AUDUBON Avenue $ 494, Replace 65 8 Ductile Iron CI System Flows and Pressure 5714 Southwest Operating Area AUDUBON Audubon West Vassar Ave White Horse Pike to East Atlantic Avenue $ 95, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 60 Southwest Operating Area AUDUBON Chestnut Street East Atlantic Avenue to South White Horse Pike $ 104, Replace Ductile Iron Safety and Reliability/Structural Audubon West Atlantic Avenue Kings Highway to Washington Southwest Operating Area AUDUBON Terrace $ 515,0.00 Replace Ductile Iron Safety and Reliability/Structural Audubon East Atlantic Avenue, Nicholson Road, W Taylor Avenue W 7349 Southwest Operating Area AUDUBON Taylor Avenue to Nicholson Road $ 200, Replace Ductile Iron Safety and Reliability/Structural 7572 Southwest Operating Area AUDUBON Audubon Maple Avenue between Lake Drive and Hampshire Avenue $ 85, Replace Ductile Iron CI Relocation/Opportunity 5954 Southwest Operating Area BARRINGTON Barrington Kingston Avenue 3rd Avenue to 5th Avenue $ 266,000 Replace 1,400 8 Ductile Iron 1950's 4 Cast Iron System Flows and Pressure Barrington Gloucester Pike (CR 659), Richards Avenue, Lott Avenue, S BARRINGTON 8575 Southwest Operating Area Moore Avenue, Madison Avenue, and W Williams Avenue $ 1,713,800 Replace 9,020 6 Ductile Iron AC Safety and Reliability/Structural Barrington Russell Avenue, Majestic Avenue, Edwards Avenue, and BARRINGTON 8576 Southwest Operating Area Adams Avenue $ 1,037,400 Replace 5,4 8 Ductile Iron AC Safety and Reliability/Structural Barrington Albertson Avenue, Moore Avenue, Dubois Avenue, BARRINGTON Charles Avenue, Austin Avenue, 5th Avenue, W 2nd Avenue, W 3rd 8578 Southwest Operating Area Avenue, and W 4th Avenue $ 1,444,000 Replace 7,0 8 Ductile Iron AC Safety and Reliability/Structural Barrington Mercer Drive, Letitia Lane, Avon Road, Princeton Road, BARRINGTON 8596 Southwest Operating Area Whitman Drive, and Peltoma Road $ 1,216,000 Replace 6,400 8 Ductile Iron AC Safety and Reliability/Structural BARRINGTON Barrington Tavistock Boulevard, Chesterfield Road, Oakwood Road, 8598 Southwest Operating Area Wayne Road, N Warwick Road, Copley Road, and Copley Place $ 1,675,800 Replace 8,523 8 Ductile Iron AC Safety and Reliability/Structural 8919 Southwest Operating Area BARRINGTON 3rd, 4th, 5th, 6th, Bellmawr Ave, Cedar Ave $ 1,400,000 Replace 6,610 8 Ductile Iron CI Safety and Reliability/Structural 8929 Southwest Operating Area BARRINGTON Barrington RRX at Clements Bridge Road and E Atlantic Avenue $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural Southwest Operating Area BARRINGTON Barrington Kent Road Avon Road to Highland Avenue (CR 573) $ 10, Replace Ductile Iron 1940's 8 Asbestos Cement Safety and Reliability/Structural 7359 Southwest Operating Area BARRINGTON Barrington Lenton Avenue, Cedar Avenue, Cleveland Avenue $ 240, Replace Ductile Iron Safety and Reliability Barrington Clements Bridge Road (CR 573) NORTH Haines Avenue to 7364 Southwest Operating Area BARRINGTON Gloucester Pike $ 500, Replace Ductile Iron Safety and Reliability/Structural Barrington Clements Bridge Road (CR 573) SOUTH Gloucester Pike to Williams Avenue and Glouceser Pike from Clements Bridge Road to 7365 Southwest Operating Area BARRINGTON Trenton Ave $ 400, Replace Ductile Iron Safety and Reliability/Structural 457 Coastal Operating Area BAY HEAD Bayhead Karge Street (from Lake Ave to East Ave) $ 80, Replace Ductile Iron Water Quality Coastal Operating Area BAY HEAD Bayhead East Ave from Mathis Place to Mount Street $ 475, Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 459 Coastal Operating Area BAY HEAD Bayhead Mount Street $ 80, Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Coastal Operating Area BAY HEAD Holly Ave, 6" CI $ 28,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area BAY HEAD S PArk Ave, 6" CI, AC $ 240,000 Replace 1,496 6 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD W Lake Ave, 6" AC, DI, CI $ 3,000 Replace 2,244 6 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD Willow Dr, 6" AC $ 52,800 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area BAY HEAD Grove Ave, 6" CI, DI $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD Club Dr, 6" AC, CI $ 204,000 Replace 1,274 6 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area BAY HEAD Meadow Ave, 6" AC $ 64,000 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area BAY HEAD Bayberry Ln, 6" AC $ 24,800 Replace Ductile Iron AC Safety and Reliability/Structural Q1 795 Coastal Operating Area BAY HEAD Bay Head Clayton Ave from Johnson St north to terminus. $ 25,200 Replace Ductile Iron Unknown 1.5 HDPE Safety and Reliability/Structural 30 Bay Head Between Lake Ave and Rt 35 from Karge St south to BAY HEAD Coastal Operating Area terminus. $ 27,0 Replace Ductile Iron 1930's 2 Cast Iron Safety and Reliability/Structural 801 Coastal Operating Area BAY HEAD Bay Head Park Ave from West Lake Ave east to terminus. $ 4,800 Replace 40 6 Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area BAY HEAD Bay Head Warren Pl from Osborne Ave to terminus. $ 15,0 Replace Ductile Iron 1930's 2.5 Cast Iron Safety and Reliability/Structural Coastal Operating Area BAY HEAD Bay Head Birch Pl from Twilight Rd to terminus. $ 18,000 Replace Ductile Iron 19's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BAY HEAD Howe St, 8" CI $ 92,000 Replace Ductile Iron CI Safety and Reliability/Structural 8329 Coastal Operating Area BAY HEAD Forsythe St, 8" CI $ 50,400 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area BAY HEAD Chadwick St, 6" CI $ 35,200 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area BAY HEAD Johnson St., 6" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area BAY HEAD Clayton Ave, 6" CI, 6" AC $ 332,000 Replace 2,070 6 Ductile Iron CI Safety and Reliability/Structural 8342 Coastal Operating Area BAY HEAD Lake Ave, 6" CI, 6" AC $ 708,000 Replace 4,416 6 Ductile Iron CI Safety and Reliability/Structural 8349 Coastal Operating Area BAY HEAD Cranberry Ave, 6" CI, AC, DI $ 141,0 Replace Ductile Iron CI Safety and Reliability/Structural 8350 Coastal Operating Area BAY HEAD Woodland Ave, 6" CI $ 68,800 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area BAY HEAD Bridge Ave, 8" CI, 6" CI $ 292,000 Replace 1,825 8 Ductile Iron CI Safety and Reliability/Structural 647 Coastal Operating Area BAY HEAD Bay Head North Street $ Replace 0 6 Ductile Iron Safety and Reliability/Structural 792 Coastal Operating Area BAY HEAD Bay Head Strickland St from Clayton Ave to terminus (bay). $ 40, Replace Ductile Iron Safety and Reliability/Structural 30 Bay Head Goetze St from Clayton Ave to terminus (bay) connect to 6" on Clayton Ave, retire 2" on Clayton Ave from Goetze St to Strickland Coastal Operating Area BAY HEAD Ave. $ 12, Replace Ductile Iron Safety and Reliability/Structural 794 Coastal Operating Area BAY HEAD Bay Head Egbert St from Clayton Ave to terminus (bay). $ 38, Replace Ductile Iron 1930's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BAY HEAD Bay Head Goetze St from Rt 35 to East Ave. $ 36, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BAY HEAD Bay Head Egbert St from Rt 35 to East Ave. $ 32, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 30 Page 4 of 66

179 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 799 Coastal Operating Area BAY HEAD Bay Head West Lake Ave from Meadow Ave to Metcalfe St. $ 93,0.00 Replace Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 800 Coastal Operating Area BAY HEAD Bay Head Grove Ave from Holly Ave west to reducer. $ 50, Replace Ductile Iron 1930's 2.5 Cast Iron Safety and Reliability/Structural Coastal Operating Area BAY HEAD Woodland Ave main replacement $ 80, Replace 4 6 Ductile Iron Safety and Reliability Coastal Operating Area BAY HEAD Osborne Ave $ 676, Replace Ductile Iron 1930's 6 Cast Iron Water Quality 7133 Coastal Operating Area BAY HEAD Lake Ave (from Osborne to Twilight) $, Replace Ductile Iron Safety and Reliability Coastal Operating Area BAY HEAD Metcalf St (from W Lake to Club) $ 87, Replace Ductile Iron Relocation/Opportunity Coastal Operating Area BAY HEAD West Lake Ave (from Meadow to Bridge) $ 1, Replace Ductile Iron Safety and Reliability 68 North Operating Area BEDMINSTER Bedminster Black River Rdto Long Lane Easement thru Farms $ 742, Replace Ductile Iron Safety and Reliability/Structural 6713 North Operating Area BEDMINSTER BEDMINSTER Route 206 between Somerville Rd and Lamington Rd $ 300,000 Replace 1,500 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability 2019Q North Operating Area BEDMINSTER BEDMINSTER Deer Haven Rd from Old Dutch Rd to dead end $ 2,000 Replace 1,300 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 6766 North Operating Area BEDMINSTER BEDMINSTER Ski Hill Dr off Route 206 $ 800,000 Replace 4,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 6767 North Operating Area BEDMINSTER BEDMINSTER White Oak Lane in easement between #21 & #45 $ 35,000 Replace Ductile Iron Unknown 2 Cast Iron Safety and Reliability North Operating Area BEDMINSTER BEDMINSTER Old Stonehouse Rd between Old Dutch Rd & Ski Hill Dr $ 440,000 Replace 2,200 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability Sullivan Avenue, Lake Drive, Vaughn Avenue, Old Kings Hwy, Beaver BELLMAWR 7672 Southwest Operating Area Drive, Leed Avenue $ 825,000 Replace 4,350 8 Ductile Iron AC Safety and Reliability/Structural 2017Q4 Bellmawr 1st Ave and N. Bellmawr Avenue E. Browning Road to BELLMAWR 5667 Southwest Operating Area Existing 6" $ 114,000 Replace 0 8 Ductile Iron 1950's 2 Ductile Iron System Flows and Pressure 5899 Southwest Operating Area BELLMAWR Bellmawr Campanell Avenue East Browning Road to Lake Drive $ 106,400 Replace Ductile Iron 1940's 2 Cast Iron System Flows and Pressure 9480 Southwest Operating Area BELLMAWR Lincoln Ave and Cedar Ave $ 240,000 Replace Ductile Iron 19 2 CI Sustained Economic Growth 23 North Operating Area BELVIDERE Belvidere Spring St and Fifth $ 130, Replace Ductile Iron System Flows and Pressure 24 North Operating Area BELVIDERE Belvidere Water St (Wall St to Hardwick) $ 337,500 Replace 1, Ductile Iron Unknown 8 Cast Iron System Flows and Pressure 2017Q North Operating Area BELVIDERE 4th Street from Franklin to 5th $ 188,125 Replace 1,075 6 Ductile Iron Unknown 6 Unknown Safety and Reliability 5472 North Operating Area BELVIDERE 5th Street from 4th to Greenwich $ 527,000 Replace 2,635 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 5473 North Operating Area BELVIDERE 3rd ST from Oxford to Mansfield $ 267,750 Replace 1,530 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 5474 North Operating Area BELVIDERE 2nd St from Oxford to Depue St. $ 443,000 Replace 2,215 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 5475 North Operating Area BELVIDERE Greenwich St. from 3rd to Water $ 230,000 Replace 1,150 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 5476 North Operating Area BELVIDERE In Market from Water St. to Manunkachunk Rd. $ 256,375 Replace 1,465 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 5477 North Operating Area BELVIDERE Paul St. from Wall St. to Market St. $ 202,000 Replace 1,010 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 5479 North Operating Area BELVIDERE Fisk St Wall Street to end $ 62,500 Replace Ductile Iron Unknown 6 Unknown Safety and Reliability North Operating Area BELVIDERE Belvidere Oxford Street from Hardwick to 5th St $ 400,000 Replace 2,000 8 Ductile Iron Unknown 6 Cast Iron System Flows and Pressure 5478 North Operating Area BELVIDERE Spring St from 4th St to 5th St. $ 91,875 Replace Ductile Iron Unknown 6 Unknown Safety and Reliability 11 North Operating Area BELVIDERE Oxford from 5th to Franklin $ 300,000 Replace 1, Ductile Iron CI Safety and Reliability 5533 North Operating Area BELVIDERE Oxford Street from Lapatcong Street to Liberty Street $, Replace 0 8 Relocation/Opportunity 25 North Operating Area BERKELEY HEIGHTS Berkeley Hts Crest DriveCountry side drive to cul de sac $ 182, Replace Ductile Iron Safety and Reliability/Structural 26 North Operating Area BERKELEY HEIGHTS Berkeley Hts Lorraine Drive $ 380, Replace Ductile Iron Safety and Reliability/Structural 63 North Operating Area BERKELEY HEIGHTS Berkley Heights Washington Avenue $ 65, Replace Ductile Iron Safety and Reliability/Structural 30 North Operating Area BERKELEY HEIGHTS Berkley Heights Sawmill Road $ 285, Replace Ductile Iron Safety and Reliability/Structural 91 North Operating Area BERKELEY HEIGHTS Berkley Heights Snyder Ave from Industrial to Springfield $ 6, Replace Ductile Iron Safety and Reliability/Structural 92 North Operating Area BERKELEY HEIGHTS Berkley Heights Snyder Ave from springfield to Chatham Twsp Line $ 210, Replace 0 8 Ductile Iron Safety and Reliability/Structural 6771 North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Mountain Ave from Diamond Hill Rd to Park Ave $ 3,150,000 Replace 14, Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2019Q4 Rehab Existing CI unlined mains in Berkley Heights and New BERKELEY HEIGHTS 6169 North Operating Area Providence $ 1,275,000 Rehab 51,000 6 Cast Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area BERKELEY HEIGHTS Forest Ave from Park Ave to Columbus Ave $ 373,000 Replace 1,865 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Park Ave from Euclid to Mountain $ 840,000 Replace 4,200 8 Ductile Iron 1950's 8 Cast Iron Safety and Reliability 2020Q North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Park Av between Euclid and Plainfield $ 5,000 Replace 2,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2020Q North Operating Area BERKELEY HEIGHTS Hillside Ave from Timber Dr to Fern Pl $ 449,000 Replace 2,245 8 Ductile Iron 1950's 6 Cast Iron Water Quality 6710 North Operating Area BERKELEY HEIGHTS Cornell Ave frpm Mountain Ave to Hillcrest Ave $ 215,000 Replace 1,075 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6768 North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Berkeley Ave between Columbus & Park $,000 Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability North Operating Area BERKELEY HEIGHTS Berkshire Dr From Mountain Ave to end cap $ 465,000 Replace 2,325 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6695 North Operating Area BERKELEY HEIGHTS Lenape Lane from Dogwood Lan to Lorraine Dr $ 288,000 Replace 1,440 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6696 North Operating Area BERKELEY HEIGHTS Kline Place from Rickler Place to Maple Ave $ 132,000 Replace 6 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6701 North Operating Area BERKELEY HEIGHTS Holly Glen Lane S from Holly Glen Lane to Pinnel Ct. $ 282,000 Replace 1,410 8 Ductile Iron 1950's 6 Cast Iron Water Quality 6705 North Operating Area BERKELEY HEIGHTS Orchard Lane from Old Farm Rd to Emerson Lane $ 351,000 Replace 1,755 8 Ductile Iron 1950's 6 Cast Iron Water Quality 6702 North Operating Area BERKELEY HEIGHTS Cambridge Dr from Mountain Ave to Holly Glen Lane $ 156,000 Replace Ductile Iron 1950's 8 Cast Iron Water Quality 6691 North Operating Area BERKELEY HEIGHTS Roosevelt Ave from Plainfield Ave to existing end $ 209,000 Replace 1,045 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6692 North Operating Area BERKELEY HEIGHTS Woglum Place from Plainfield to End Cap $ 49,875 Replace Ductile Iron 1980's 6 Cast Iron Safety and Reliability/Structural North Operating Area BERKELEY HEIGHTS Dogwood Lane from Mountain Ave to Lenape Lane $ 558,000 Replace 2,7 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6770 North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Berkshire Drive from Mountain Ave to easement $ 3,000 Replace 1,800 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6689 North Operating Area BERKELEY HEIGHTS Pine Grove Road from Synder Ave to the end $ 281,000 Replace 1,405 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural Baker Ave from Kline Place to Valve VBH 615 northwest of hydrant BERKELEY HEIGHTS North Operating Area HBH 87 $ 83,000 Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 6699 North Operating Area BERKELEY HEIGHTS Holly Glen Lane N from Mountain Ave to Holly Glen Lane $ 174,000 Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6703 North Operating Area BERKELEY HEIGHTS Deep Dale Dr from Mountain Ave to end cap $ 198,625 Replace 1,135 6 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6704 North Operating Area BERKELEY HEIGHTS Tanglewood Lane from Deep Dale Dr to end cap $ 126,875 Replace Ductile Iron 1950's 6 Cast Iron Water Quality 6709 North Operating Area BERKELEY HEIGHTS Eaton Ct. from Forest Ave to end cap $ 75,250 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure North Operating Area BERKELEY HEIGHTS Berkeley Heights Plainfield Ave. from Valley to Horseshoe Phase 2 $ 810,000 Replace 3,0 12 Ductile Iron 1930's 6 Cast Iron Safety and Reliability Berkeley Heights Plainfield Ave. from 400' north of Springfiled to BERKELEY HEIGHTS 5 North Operating Area Mountain Ave $ 630,000 Replace 2, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 561 North Operating Area BERKELEY HEIGHTS Berkeley Heights Plainfield Ave from Valley to Horseshoe Phase 1 $ 0,000 Replace 4, Ductile Iron 19's 12 Ductile Iron Safety and Reliability/Structural 6693 North Operating Area BERKELEY HEIGHTS Hamilton Ave from Park Ave to Princeton Ave $ 171,500 Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural Holly Glen Lane from end cap east of Holly Glen Lane N to Cambridge BERKELEY HEIGHTS 6700 North Operating Area Dr $ 126,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6769 North Operating Area BERKELEY HEIGHTS BERKELEY HEIGHTS Berkeley Av between Park and Columbia $ 1,000 Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability 09 North Operating Area BERKELEY HEIGHTS Mountain Ave between Park & Plainfield $ 1,125,000 Replace 4,433 8 Ductile Iron 19 8 CI Safety and Reliability 10 North Operating Area BERKELEY HEIGHTS Mountain Ave from Diamonfd Hill Rd to Woodwild $ 1,0,000 Replace 6, Ductile Iron CI Safety and Reliability 6775 North Operating Area BERKELEY HEIGHTS Springfield Ave. Ph 1 from River Road to Daisy Drive $ 1,300, Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability 7376 North Operating Area BERKELEY HEIGHTS Springfield Ave., Ph 2 from Daisy Rd. to Central Ave. $ 1,200, Replace Ductile Iron Safety and Reliability 27 North Operating Area BERNARDS TWP Bernards Galloping Hill Rd (Lake Rd to valve 111) $ 535, Replace Ductile Iron Safety and Reliability/Structural Page 5 of 66

180 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 28 North Operating Area BERNARDS TWP Bernards Lyons Pl (Gerard to RR/Lyons Rd) $ 137, Replace Ductile Iron Safety and Reliability/Structural 29 North Operating Area BERNARDS TWP Bernards Lyons Rd (Mt Airy Rd west to valve 17) $ 534, Replace 10 8 Ductile Iron Safety and Reliability/Structural 30 North Operating Area BERNARDS TWP Bernards Twp Childs Rd Old Farm Road to Crystal Ridge ROW (V465) $ 510, Replace Ductile Iron Safety and Reliability/Structural 32 North Operating Area BERNARDS TWP Bernards Twp Kinnan Way $ 210, Replace 0 8 Ductile Iron Safety and Reliability/Structural 33 North Operating Area BERNARDS TWP Bernards Twp Lake Rd (between Mt Airy and Spencer) $ 1,250, Replace Ductile Iron Safety and Reliability/Structural 34 North Operating Area BERNARDS TWP Bernards Twp Penwood RdManor to Archgate $ 568, Replace Ductile Iron Safety and Reliability/Structural 114 North Operating Area BERNARDS TWP Bernards Twp South Maple Ave, from Oak to Prospect $ 322, Replace Ductile Iron System Flows and Pressure 133 North Operating Area BERNARDS TWP Bernards Mount Airy Road from Griss Mill to Concord $ 735, Replace Ductile Iron Safety and Reliability/Structural 455 North Operating Area BERNARDS TWP Bernards Mount Airy Road from South to Prospect $ 472, Replace Ductile Iron Relocation/Opportunity Bernards Twp South Maple Ave, Bernards Twsp from Juniper to 540 North Operating Area BERNARDS TWP Prospect $ 179, Replace 0 8 Ductile Iron Safety and Reliability/Structural Bernards Twp Mount Airy Rd. from Countryside to 800' south of 558 North Operating Area BERNARDS TWP Stacy $ 315, Replace Ductile Iron Safety and Reliability/Structural 6322 North Operating Area BERNARDS TWP MT AIRY RD BETWEEN MEEKER AND STACY $ 382,500 Replace 1, Ductile Iron 1970's 8 Ductile Iron System Flows and Pressure 2018Q North Operating Area BERNARDS TWP BERNARDS TWP Lyons Rd from Lyons Pl to Goltra Dr $ 1,280,000 Replace 6,400 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 2018Q4 BERNARDS TWP Valley Rd from Passaic Rvier (Long Hill Twp) to tank BERNARDS TWP 6819 North Operating Area easement west of Elizabeth $ 1,305,000 Replace 5, Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area BERNARDS TWP BERNARDS TWP Allen Rd from Somerville Rd to north of the stream $ 125,000 Rehab Other 1980's 12 Ductile Iron Safety and Reliability 2020Q4 62 North Operating Area BERNARDS TWP Rankin Ave from W. Henry Street to Cedar Street $ 300,000 Replace 1,500 8 Ductile Iron 19's 4 Cast Iron Water Quality 6294 North Operating Area BERNARDS TWP W. Oak Street from N. Alward Ave to S. Finley Ave $ 522,000 Replace 2,610 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 6296 North Operating Area BERNARDS TWP Mt. Airy Road from Pill Hill Rd to Countryside Rd $ 533,250 Replace 2, Ductile Iron 1970's 6 Cast Iron Water Quality 6798 North Operating Area BERNARDS TWP BERNARDS TWP S Maple Ave from Hilltop to Owens $ 5,000 Replace 2,800 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 93 North Operating Area BERNARDS TWP Bernards Martinsville Road from Alan to Valley $ 300,000 Replace 1,500 8 Ductile Iron 1940's 8 Cast Iron Safety and Reliability/Structural 6291 North Operating Area BERNARDS TWP Cedar Street from Rankin Ave to S. Finley Ave $ 112,000 Replace 5 8 Ductile Iron 19's 4 Cast Iron Water Quality 6293 North Operating Area BERNARDS TWP Allen St from Lee Place to N. Finley Ave $ 186,000 Replace Ductile Iron 1940's 4 Cast Iron Water Quality 6281 North Operating Area BERNARDS TWP Fieldstone Dr from Morristown Rd to Morristown Road $ 673,000 Replace 3,365 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6282 North Operating Area BERNARDS TWP Addison Dr from Archgate Rd to Warrick Lane $ 219,000 Replace 1,095 8 Ductile Iron 19's 8 Cast Iron Water Quality 6285 North Operating Area BERNARDS TWP Tuxford Terrace from Old Coach Rd to Victoria Drive $ 577,000 Replace 2,885 8 Ductile Iron 19's 8 Cast Iron Water Quality BERNARDS TWP Old Army Rd between Oak Ridge Rd and HBER 68 BERNARDS TWP 6840 North Operating Area past Van Courtland Rd $ 0,000 Replace 3,000 8 Ductile Iron Unknown 6 Cast Iron Water Quality 6182 North Operating Area BERNARDS TWP CREST DRIVE $ 380,000 Replace 1,0 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6283 North Operating Area BERNARDS TWP Franklin Dr. from Parkview to end cap $ 111,125 Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 6654 North Operating Area BERNARDS TWP Riverside Drive from Hilltop Rd to Lord Sterling Rd $ 774,000 Replace 3,870 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 6658 North Operating Area BERNARDS TWP Culberson Rd from Spencer Rd to the end cap west of S. Alward Ave $ 295,000 Replace 1,475 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6783 North Operating Area BERNARDS TWP BERNARDS TWP Old Madisonville Rd from Madisonville to dead end $ 122,500 Replace Ductile Iron Unknown 2 Cast Iron Safety and Reliability/Structural 6287 North Operating Area BERNARDS TWP Battle Hill Rd from Queen Anne Dr to Fairview Dr $ 170,000 Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 6289 North Operating Area BERNARDS TWP Woodstone Dr from Peachtree Rd to Cross Rd $ 428,000 Replace 2,140 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6655 North Operating Area BERNARDS TWP Sherwood Dr from Lord Stirling Rd to end cal $ 162,000 Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 6779 North Operating Area BERNARDS TWP BERNARDS TWP Gerard Ave from Lyons Pl to Woods End Dr $ 440,000 Replace 2,200 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6820 North Operating Area BERNARDS TWP BERNARDS TWP Valley Rd from Martinsville Rd to Lyons / Church $ 4,000 Replace 2,300 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 7684 North Operating Area BERNARDS TWP Orchard Pl & Southard Pl $ 400,000 Replace 1,948 6 Cast Iron CI Water Quality 6284 North Operating Area BERNARDS TWP Thackeray Dr from Pond Hill Rd to Keats Rd $ 253,000 Replace 1,265 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 6288 North Operating Area BERNARDS TWP Gerald Ave from Woods End Dr to Sturo Place $ 429,000 Replace 2,145 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 6295 North Operating Area BERNARDS TWP Manchester Ave from Prospect Ave to S. Maple Ave $ 420,000 Replace 2, Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural Lyons Place from Lyons Rd to Valve VBER 213B West of Hydrant HBER BERNARDS TWP 6649 North Operating Area 730 $ 315,000 Replace 1,575 8 Ductile Iron 1930's 6 Cast Iron Water Quality 6652 North Operating Area BERNARDS TWP Granville Way from Kensington Rd to Palmerston Place $ 227,000 Replace 1,135 8 Ductile Iron 19's 6 Cast Iron System Flows and Pressure 6656 North Operating Area BERNARDS TWP Dury Lane from Sherwood Dr to Riverside Dr $ 100,000 Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 6716 North Operating Area BERNARDS TWP BERNARDS TWP Keats Rd between Pond Hill Rd and Haas Rd $ 520,000 Replace 2,0 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural BERNARDS TWP BERNARDS TWP Glen Av and Stonybrook Glen Av from Madisonville 6780 North Operating Area to Stonybrook and Stonybrook and Stonybrook from Glen to dead end $ 200,000 Replace 1,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 539 North Operating Area BERNARDS TWP Bernards Twp South Maple Ave, from Owens to Prospect $ 1,147,500 Replace 5, Ductile Iron 1980's 12 Ductile Iron Safety and Reliability/Structural 555 North Operating Area BERNARDS TWP Bernards Twp Haas Rd (between Stonehouse and Pond Hill) $ 840,000 Replace 4,200 8 Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural 5556 North Operating Area BERNARDS TWP Prospect Avenue $ 247,500 Replace 1, Ductile Iron Unknown 12 Unknown Safety and Reliability/Structural 6286 North Operating Area BERNARDS TWP Canter Dr from Mt. Airy Road to Galloping Hill Road $ 342,000 Replace 1,710 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 6651 North Operating Area BERNARDS TWP Victoria Dr from Kensington Rd to Palmerston Dr $ 274,000 Replace 1,370 8 Ductile Iron 19's 6 Cast Iron Water Quality 6774 North Operating Area BERNARDS TWP BERNARDS TWP Dawn Dr between Lake & Autumn $ 240,000 Replace 1,200 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 6777 North Operating Area BERNARDS TWP BERNARDS TWP Fairview Drive South from Lexington to Trinity $ 2,000 Replace 1,300 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural BERNARDS TWP Fairview Drive South from Mt Airy to Fairview Dr BERNARDS TWP North Operating Area East $ 70,000 Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6781 North Operating Area BERNARDS TWP BERNARDS TWP Juniper Way from South Maple to Manchester $ 200,000 Replace 1,000 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability BERNARDS TWP Queen Anne Dr from Battle Hill to west of Fairview BERNARDS TWP 6784 North Operating Area Dr South $ 3,000 Replace 1,800 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 6785 North Operating Area BERNARDS TWP BERNARDS TWP Quincy Rd from Atlas Rd to Lyons Rd $ 300,000 Replace 1,500 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6786 North Operating Area BERNARDS TWP BERNARDS TWP South Alward Ave from West Oak to Beech $ 400,000 Replace 2,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 7155 North Operating Area BERNARDS TWP Columbia Ave Rocky Lane RR Crossing $ 500,000 Replace 1, Ductile Iron CI Safety and Reliability 6292 North Operating Area BERNARDS TWP N. Finley Ave from Orchard Place to W. Oak Street $ 1,343, Replace Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6788 North Operating Area BERNARDS TWP South Finley Ave., from Oak St. to Collyer Ln, Ph 1 $ 720, Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 7379 North Operating Area BERNARDS TWP South Finley Ave., from Collyer Ln to Finley Booster, Ph 2 $ 675, Replace Ductile Iron Safety and Reliability/Structural 7501 North Operating Area BERNARDS TWP South Finley from Cross Rd to S Finley booster south of Crier Ct $ 533, Replace Ductile Iron Relocation/Opportunity 7531 North Operating Area BERNARDS TWP Beechwood Road, Bernards Twp $ 400, Replace Ductile Iron 19 8 CI Relocation/Opportunity Bernardsville Childs Road from Mullins to Old Farm Road (Twsp Line) 31 North Operating Area BERNARDSVILLE Ph 2 $ 328, Replace Ductile Iron Safety and Reliability/Structural Bernardsville Childs Rd (Mullens to Route 202) and Mullens from 35 North Operating Area BERNARDSVILLE Childs to 350 North of Childs, Ph 3 $ 230, Replace Ductile Iron Safety and Reliability/Structural 6298 North Operating Area BERNARDSVILLE Olcott Rd from Anderson Hill Road to Childsworth Ave $ 253,000 Replace 1,265 8 Ductile Iron 1950's 8 Cast Iron System Flows and Pressure 2017Q4 Page 6 of 66

181 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6320 North Operating Area BERNARDSVILLE MT AIRY RD FROM PROSPECT TO MINEBROOK $ 180,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2017Q North Operating Area BERNARDSVILLE Bernardsville MT AIRY RD PILL HILL/W.OAK to south st $ 416,250 Replace 1, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2017Q North Operating Area BERNARDSVILLE Anderson Rd from Chestnut Ave to Seney Drive $ 596,250 Replace 2, Ductile Iron 19's 6 Cast Iron System Flows and Pressure 2018Q North Operating Area BERNARDSVILLE Anderson Hill Rd from Olcott Ave to Mill Street $ 163,125 Replace Ductile Iron 19's 6 Cast Iron System Flows and Pressure 2018Q North Operating Area BERNARDSVILLE Mendham Road from Lloyd Rd to Chestnut Ave $ 585,000 Replace 2,0 12 Ductile Iron 1950's 8 Cast Iron System Flows and Pressure 2020Q North Operating Area BERNARDSVILLE BERNARDSVILLE Twin Lakes mains especially Hull & Hillside $ 910,000 Replace 5,200 6 Ductile Iron Unknown 4 Cast Iron Water Quality 2020Q4 BERNARDSVILLE Old Fort Rd from Seney Dr around the whole circle BERNARDSVILLE 6853 North Operating Area and out Olcott to Old Army Rd $ 0,000 Replace 3,000 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability 6303 North Operating Area BERNARDSVILLE South Street from Dayton Crecent to Mt. Airy Rd $ 92,000 Replace 4 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 30 BERNARDSVILLE Old Army Road between Mullens and Oak Ridge BERNARDSVILLE 6838 North Operating Area booster $ 472,500 Replace 2, Ductile Iron Unknown 8 Cast Iron Safety and Reliability 6300 North Operating Area BERNARDSVILLE Ambar Place from Mt. Airy Rd to Washington Ave $ 613,000 Replace 3,065 8 Ductile Iron 1950's 8 Cast Iron Water Quality 7483 North Operating Area BERNARDSVILLE Dana Place $,000 Replace Ductile Iron Safety and Reliability North Operating Area BERNARDSVILLE Old Fort Rd from Old Fort Rd to completing the loop $ 384,125 Replace 2,195 6 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6301 North Operating Area BERNARDSVILLE Ann St from Pill Hill Rd to Dayton Crescent $ 216,000 Replace 1,080 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6302 North Operating Area BERNARDSVILLE Dayton Crescent from intersection with Ann Street to South Street $ 142,000 Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 6839 North Operating Area BERNARDSVILLE BERNARDSVILLE Old Army Rd from Anderson Rd to Mullens $ 280,000 Replace 1,400 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability 7640 North Operating Area BERNARDSVILLE Mt Airy Road between Mill Street and Prospect Street $ 180,000 Replace Ductile Iron 19 6 CI System Flows and Pressure 8968 North Operating Area BERNARDSVILLE Twin Lakes Hillside Ave & Mountain Ave from Hillside to Lakeview $ 200,000 Replace Ductile Iron UNKNOWN Safety and Reliability/Structural 8970 North Operating Area BERNARDSVILLE Twin Lakes Lindabury Lane & Hull Rd $ 200,000 Replace 1,742 4 Ductile Iron UNKNOWN Safety and Reliability/Structural 8972 North Operating Area BERNARDSVILLE Twin Lakes Hull Rd easement $ 500,000 Replace 1,306 6 Ductile Iron AC Safety and Reliability/Structural 8976 North Operating Area BERNARDSVILLE Twin Lakes Eastern Ave $ 320,000 Replace Ductile Iron UNKNOWN Safety and Reliability North Operating Area BERNARDSVILLE Bernardsville Brookside Ave addition $ 65, Base Project Ductile Iron Safety and Reliability North Operating Area BERNARDSVILLE Highview Ave from Anderson to Olcott $ 348, Replace Ductile Iron 19 4 CI Relocation/Opportunity 7579 North Operating Area BERNARDSVILLE Liberty Rd from Pill Hill Rd to Dayton Crescent $ 380, Replace Ductile Iron CI Relocation/Opportunity 7678 Southwest Operating Area BEVERLY Putnam Street $ 68,000 Replace Ductile Iron AC Relocation/Opportunity Southwest Operating Area BEVERLY Laurel Street, Spruce St, Putnam St, Pine St $ 800,000 Replace 4,056 8 Ductile Iron CI System Flows and Pressure 7952 Southwest Operating Area BEVERLY Magnolia Street & 3rd Street $ 200,000 Replace Ductile Iron CI Relocation/Opportunity Beverly Laurel Street, Third Street, and Spruce Street Between Bank BEVERLY 8831 Southwest Operating Area Street to East Railroad Avenue $ 2,500,000 Replace 16,279 8 Ductile Iron DI Safety and Reliability/Structural 20 Central Operating Area BOUND BROOK BOROUGH Bound Brook Imlay Place $ 150, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area BOUND BROOK BOROUGH Wheatland Ave Main replacement $ 100,000 Replace 7 8 Ductile Iron Safety and Reliability/Structural 2017Q Central Operating Area BOUND BROOK BOROUGH Von Kuren Ave Main replacement $ 337,000 Replace Ductile Iron CI Safety and Reliability/Structural 2017Q Central Operating Area BOUND BROOK BOROUGH Cedercrest Dr. /Lawrence Rd. Main replacement $ 672,000 Replace 2,178 8 Ductile Iron CI Safety and Reliability 2018Q Central Operating Area BOUND BROOK BOROUGH Legion Ct / Tea St Main replacement $ 282,000 Replace Ductile Iron 19 0 CI Safety and Reliability/Structural Q2 16 Central Operating Area BOUND BROOK BOROUGH Codringgton Pl Main Replacement $ 288,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area BOUND BROOK BOROUGH Daley Pl Main replacement $ 75,000 Replace Ductile Iron Safety and Reliability/Structural Q Central Operating Area BOUND BROOK BOROUGH Marion St. Main Replacement $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area BOUND BROOK BOROUGH Helfin St. Main Replacement $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area BOUND BROOK BOROUGH Vossseller Ave Main replacement $ 200,000 Replace Ductile Iron 1920's 6 Cast Iron Water Quality 2020Q Central Operating Area BOUND BROOK BOROUGH Chestnut St. Main Replacement $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Metape Circle. Main Replacement $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Meadow Drive Main Replacement $ 800,000 Replace 4,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Schoolhouse Ln. Main Replacement $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH Codrington Drive Main Replacement $,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2020Q Central Operating Area BOUND BROOK BOROUGH West Maple Ave. Main Replacement $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 Bound Brook Vosseller AveFrom Talmadge to Main st.small section of BOUND BROOK BOROUGH 69 Central Operating Area 4" pipe chokes flow to area. $ 225,000 Replace 1, Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 7513 Central Operating Area BOUND BROOK BOROUGH Hardy Ave main replacement $ 200,000 Replace 7 8 Ductile Iron Safety and Reliability/Structural 5616 Central Operating Area BOUND BROOK BOROUGH Thompson Ave Main replacement $ 300, Replace Ductile Iron 1920's 8 Unknown System Flows and Pressure 5697 Central Operating Area BOUND BROOK BOROUGH Thompson Avenue Main Replacement $ 400, Replace 10 8 Ductile Iron 1920's 8 Cast Iron Safety and Reliability/Structural 7299 Central Operating Area BOUND BROOK BOROUGH Central Avenue Main Replacement $ 435, Replace Ductile Iron Safety and Reliability/Structural 7302 Central Operating Area BOUND BROOK BOROUGH Grove Ave Main Replacement $ 78, Replace 2 8 Ductile Iron Safety and Reliability/Structural Central Operating Area BOUND BROOK BOROUGH East Maple Ave. Main Replacement $ 50, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area BOUND BROOK BOROUGH East Second St Main Replacement $ 214, Replace Ductile Iron Safety and Reliability/Structural 7555 Central Operating Area BOUND BROOK BOROUGH West Second Street Main Replacement $ 650, Replace Ductile Iron CI Safety and Reliability/Structural 7557 Central Operating Area BOUND BROOK BOROUGH Lamonte Avenue main replacement $ 40, Replace 17 8 Ductile Iron CI Safety and Reliability/Structural 7598 Central Operating Area BOUND BROOK BOROUGH Van Keuren Ave Main Replacement $ 330, Replace Ductile Iron CI Safety and Reliability/Structural 9335 Central Operating Area BOUND BROOK BOROUGH Livingston St Bridge Replacement $ 0, Replace Ductile Iron DI Relocation/Opportunity Coastal Operating Area BRADLEY BEACH Bradley Beach Lareine Flethcher Lake to Ocean Avenue $ 367, Replace Ductile Iron 10's 6 Cement Safety and Reliability/Structural 575 Coastal Operating Area BRADLEY BEACH Bradley Beach Lareine (Hammond to Main) $ 122, Replace Ductile Iron 10's 6 Cement Safety and Reliability/Structural 576 Coastal Operating Area BRADLEY BEACH Bradley Beach Ocean Ave Ocean Park Place to Evergreen $ 5, Replace Ductile Iron Safety and Reliability/Structural 577 Coastal Operating Area BRADLEY BEACH Bradley Beach McCabe, Ocean to Main Street $ 525, Replace Ductile Iron 10's 6 Cement Safety and Reliability/Structural 5266 Coastal Operating Area BRADLEY BEACH Bradley Beach Brinley Main Replacement $ 153, Replace Ductile Iron Relocation/Opportunity 5268 Coastal Operating Area BRADLEY BEACH Bradley Beach Ocean Ave Main Replacement $ 495, Replace Ductile Iron Relocation/Opportunity 7718 Coastal Operating Area BRADLEY BEACH Pacific Avenue 4" CI & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Burlington Ave. 4" & 6" CI $ 300,000 Replace 1,500 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Atlantic Ave. 2" and 2.5" $ 132,000 Replace 6 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Madison Ave. 2"CI $ 700,000 Replace 3,500 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH 4th Ave. 6" CI $ 1,150,000 Replace 5,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH 5th Ave. 6" CI & 2" CI $ 800,000 Replace 4,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Hammond Ave. 2" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Hammond Ave. 2" CI BTWN Brinley Ave.& 4th Ave. $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area BRADLEY BEACH Fletcher Lake Ave. 2.25" CI BTWN Evergreen Ave. & 2nd Ave. $ 76,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area BRADLEY BEACH Lake Terrace/ RT " CI & 6" CI $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q4 45 Coastal Operating Area BRADLEY BEACH Bradley Avenue $ 450,000 Replace 1,584 8 Ductile Iron 1930's 8 Cast Iron Safety and Reliability 7263 Coastal Operating Area BRADLEY BEACH Lareine Ave Main Replacement $ 337,500 Replace 2,250 8 Ductile Iron Safety and Reliability 7721 Coastal Operating Area BRADLEY BEACH Monmouth Ave. 6" CI $ 400,000 Replace 2,000 8 Ductile Iron 10 6 CEM Safety and Reliability/Structural 7722 Coastal Operating Area BRADLEY BEACH Evergreen Ave. 4" AC and 6" CI $ 1,1,000 Replace 5,200 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 7724 Coastal Operating Area BRADLEY BEACH 3rd Ave 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural Page 7 of 66

182 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7728 Coastal Operating Area BRADLEY BEACH Central Ave. 2" CI $ 80,000 Replace Ductile Iron 10 2 CI Safety and Reliability/Structural Coastal Operating Area BRADLEY BEACH Beach Ave. 2" CI $ 30,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area BRADLEY BEACH Hammond Ave. 2" CI BTWN Newark Ave. & Brinley Ave. $ 308,000 Replace 1,540 8 Ductile Iron CI Safety and Reliability/Structural Fletcher Lake Ave. 2" CI, 2.25" CI, 6" CI & 6" AC BTWN 3rd Ave & Lake BRADLEY BEACH 7733 Coastal Operating Area Terrace (RT 18) $ 5,000 Replace 2,800 8 Ductile Iron CI Safety and Reliability/Structural 7734 Coastal Operating Area BRADLEY BEACH 3rd Ave 2" GALV $ 80,000 Replace Ductile Iron GALV Safety and Reliability/Structural Coastal Operating Area BRADLEY BEACH Madison Ave. 1" GALV & 2" CI BTWN Park Place & Lake Terrace $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7736 Coastal Operating Area BRADLEY BEACH Kent Ave. 2" GALV $,000 Replace 0 8 Ductile Iron GALV Safety and Reliability/Structural 7737 Coastal Operating Area BRADLEY BEACH Lake Terrace / RT 18 2" GALV BTWN Beach Ave. & Flethcher Lake $ 2,000 Replace 1,300 8 Ductile Iron GALV Safety and Reliability/Structural 465 Coastal Operating Area BRICK TWP Brick Sloop Lane (from Ketch Rd to terminus) $ 45, Replace Ductile Iron 1930's 2.5 Cast Iron System Flows and Pressure Coastal Operating Area BRICK TWP Brick Schooner $, Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Coastal Operating Area BRICK TWP Brick Dory $ 37, Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Coastal Operating Area BRICK TWP Brick Bay Lane (from Rt 35 S to Terminus) $ 500, Replace Ductile Iron 1950's 6 Asbestos Cement Water Quality 612 Coastal Operating Area BRICK TWP Brick Pointe Drive 5/24/12 $, Replace 0 6 Ductile Iron 1950's 6 Asbestos Cement Water Quality 613 Coastal Operating Area BRICK TWP Brick Valhalla Drive added 5/24/12 $ 110, Replace Ductile Iron 1950's 6 Asbestos Cement Water Quality 615 Coastal Operating Area BRICK TWP Brick Buccaneer Way added 5/24/12 $ 130, Replace Ductile Iron 1950's 6 Asbestos Cement Water Quality 768 Coastal Operating Area BRICK TWP Brick Twp Lake Ct from 7th Ave to terminus. $ 44, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Twp Arrow Ct from Broad Ave to terminus. $ 31, Replace 2 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Twp Neptune Ct from Rt 35 N to terminus. $ 28, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 30 Brick Twp Kupper Dr from Rt 35 N to terminus (bay) extend to Rt Coastal Operating Area BRICK TWP S. $ 123,0.00 Replace Ductile Iron Safety and Reliability/Structural 772 Coastal Operating Area BRICK TWP Brick Twp Lyndhurst Dr from Rt 35 N to terminus. $ 40, Replace Ductile Iron Safety and Reliability/Structural 30 Brick Twp Marion St from bay terminus to Rt 35 N extend to 773 Coastal Operating Area BRICK TWP boardwalk terminus. $ 94, Replace 7 6 Ductile Iron Safety and Reliability/Structural 777 Coastal Operating Area BRICK TWP Brick Twp Faber Ln from Rt 35 N to terminus. $ 70, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Twp Bel Air Rd from Rt 35 N to terminus, include Edgewater Tr. $ 136, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Brick Twp Cuttyhunk Rd from Rt 35 N to terminus, include Ocean Coastal Operating Area BRICK TWP Front Ter. $ 84, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 780 Coastal Operating Area BRICK TWP Brick Twp Falls Rd from Rt 35 N to terminus. $ 78, Replace 3 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Twp Caspian Sea Dr from Rt 35 N to terminus. $, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 30 Brick Twp Dune Ave two 2" end segments connected via 6" 2" Coastal Operating Area BRICK TWP reducer. $ 49, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 783 Coastal Operating Area BRICK TWP Brick Twp Sunset Ln from Bay Ave to southern terminus. $ 38, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Ketch Road WME $ 1, Replace Ductile Iron Unknown 6 Unknown Relocation/Opportunity 597 Coastal Operating Area BRICK TWP Brick Periaqua Lane (from Tide Pond Rd to Terminus) $ 50,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q1 610 Coastal Operating Area BRICK TWP Brick Wherry Lane from Tide Pond to Terminus $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q Coastal Operating Area BRICK TWP Cutter Ln (Rt 35 S to Terminus) $ 244,000 Replace 1,220 8 Ductile Iron Safety and Reliability 2018Q Coastal Operating Area BRICK TWP Barkentine Ln (Rt 35 S to Terminus) $ 240,000 Replace 1,200 8 Ductile Iron Safety and Reliability 2018Q Coastal Operating Area BRICK TWP Brigantine Ln (Rt 35 S to Terminus) $ 230,000 Replace 1,150 8 Ductile Iron Safety and Reliability 2018Q Coastal Operating Area BRICK TWP Curtis Point Dr, 6" AC $ 5,000 Replace 3,454 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Squan Beach Dr, 6" AC, 8" AC $ 528,000 Replace 3,289 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Tide Pond Rd, 6" AC $ 240,000 Replace 1,496 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Dutchmans Point Rd, 6" AC $ 245,0 Replace 1,535 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP Cove Dr, 6" AC $ 144,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP N Bay Dr, Bay Blvd, 6" AC, 8" AC $ 164,000 Replace 1,015 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area BRICK TWP 6th Ave, 6" CI $ 70,400 Replace Ductile Iron CI Safety and Reliability/Structural Q1 469 Coastal Operating Area BRICK TWP Brick Ocean Drive $ 67,500 Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure Q4 774 Coastal Operating Area BRICK TWP Brick Twp Cummins St from Rt 35 N to terminus. $ 38,400 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Twp Shell Rd from Rt 35 N to terminus. $ 51,0 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Twp Elder St from Rt 35 N to terminus add 6" DI. $ 54,000 Replace Ductile Iron N/A N/A N/A Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Twp Bowline Ave from Rt 35 N to Sunset Ln. $ 21,0 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Periagua Ln, 2" CI $ 37,0 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area BRICK TWP 7th Ave, 6" AC $ 24,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area BRICK TWP Normandy Dr, 6" AC $ 152,800 Replace Ductile Iron AC Safety and Reliability/Structural 8439 Coastal Operating Area BRICK TWP Baytree Ct, 6" AC $ 40,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Jeanette Drive (Rt 35 to Sunset Blvd) $ 85, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area BRICK TWP Brick Bay Lane (from Rt 35 S to Rt 35 N) $ 35, Replace Ductile Iron Relocation/Opportunity 30 Bridgewater Hillcrest zone improvements Phase 2 Emarald Trail, 18 Central Operating Area BRIDGEWATER TWP Stangle Road $ 0, Replace Ductile Iron Safety and Reliability/Structural 21 Central Operating Area BRIDGEWATER TWP Bridgewater Stagle Road phase 2 $ 373, Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural 634 Central Operating Area BRIDGEWATER TWP Bridgewater Middlebrook Road Phase 2 $ 350, Replace Ductile Iron Safety and Reliability/Structural Bridgewater Wharton Street between Bridgewater Ave. and Main Central Operating Area BRIDGEWATER TWP Street $ 176, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 5589 Central Operating Area BRIDGEWATER TWP Monmouth Avenue 8' Main replacement $ 250, Replace Ductile Iron 1970's 8 Cast Iron Safety and Reliability/Structural 7713 Central Operating Area BRIDGEWATER TWP Colonial Way Main Replacement $ 914,000 Replace Ductile Iron 19 8 CI Safety and Reliability/Structural 2017Q4 70 Central Operating Area BRIDGEWATER TWP Bridgewater Morgan lart 22 to Union ave $ 462,0 Replace 2, Ductile Iron 19's 16 Cast Iron Safety and Reliability/Structural 2017Q Central Operating Area BRIDGEWATER TWP Carteret rd Main replacement $ 1,0,000 Replace 4,026 8 Ductile Iron 19 8 CI Safety and Reliability/Structural 2018Q Central Operating Area BRIDGEWATER TWP Finderne ave 16" A/C main replacement $ 400,000 Replace 1, Ductile Iron 1950's 16 Unknown Safety and Reliability/Structural 2020Q Central Operating Area BRIDGEWATER TWP Vosseller Ave Main Replacement $ 400,000 Replace 1,800 8 Ductile Iron 1930's 6 Cast Iron Water Quality 2020Q Central Operating Area BRIDGEWATER TWP Marie Avenue Main replacement $ 475,000 Replace 2,100 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 2020Q4 23 Central Operating Area BRIDGEWATER TWP Bridgewater Phase 1 Southside Avenue Loeser Avenue $ 822,500 Replace 3, Ductile Iron 19 8 CI System Flows and Pressure Bridgewater Union Avenue from Morgan Lane to North Adamsville BRIDGEWATER TWP 27 Central Operating Area Road $ 588,000 Replace 1, Ductile Iron CI Safety and Reliability 9154 Central Operating Area BRIDGEWATER TWP Bridgewater Country Club Road from Garretson Rd to Talamini Rd $ 1,969,500 Replace 3, Ductile Iron CI Safety and Reliability 5665 Central Operating Area BRIDGEWATER TWP Woodfield Road Main Replacement $ 0, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 5666 Central Operating Area BRIDGEWATER TWP Merriam Dr Main Replacement $ 475, Replace 10 19's 8 Cast Iron Safety and Reliability/Structural 5689 Central Operating Area BRIDGEWATER TWP Roger Ave Main replacement $ 650, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 56 Central Operating Area BRIDGEWATER TWP Concord Dr. main replacement $ 400, Replace 10 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 5789 Central Operating Area BRIDGEWATER TWP Deerhead Dr Main replacement $ 3, Replace Ductile Iron Water Quality Page 8 of 66

183 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 57 Central Operating Area BRIDGEWATER TWP Shady Lane Main Replacement $ 320, Replace 10 8 Ductile Iron Water Quality 6473 Central Operating Area BRIDGEWATER TWP Evagrod Street Main Replacement $ 125, Replace Ductile Iron 1930's None Selected Cast Iron Safety and Reliability/Structural 7065 Central Operating Area BRIDGEWATER TWP Harry Road/ Walter St. main replacement $ 675, Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 7242 Central Operating Area BRIDGEWATER TWP Evergreen road main replacement $ 420, Replace Ductile Iron Safety and Reliability/Structural 7301 Central Operating Area BRIDGEWATER TWP Cedarcrest road $ 300, Replace Ductile Iron Safety and Reliability/Structural 7554 Central Operating Area BRIDGEWATER TWP Woodland Terrace Main replacement $ 0, Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 7593 Central Operating Area BRIDGEWATER TWP Blossum Drive main Replacement $ 2, Replace 2 8 Ductile Iron 19 6 CI Safety and Reliability/Structural BURLINGTON TWP Burlington Township Linden Avenue, Rose Lane and Summer Avenue, Cottage Avenue, Edgewater Avenue, and Cliff Avenue Between 8588 Southwest Operating Area Warren Street to Warren Street $ 2,755,000 Replace 14,489 8 Ductile Iron 19 8 CI Safety and Reliability/Structural 318 Southwest Operating Area CAMDEN Camden 22nd Street River to Harrison $ 247, Replace Ductile Iron System Flows and Pressure 319 Southwest Operating Area CAMDEN Camden 24th Street River to Harrison $ 247, Replace Ductile Iron System Flows and Pressure 320 Southwest Operating Area CAMDEN Camden 21st Street River Rd to Harrison Street $ 247, Replace Ductile Iron System Flows and Pressure 321 Southwest Operating Area CAMDEN Camden 26th Street Hayes to Harrison $ 156, Replace Ductile Iron System Flows and Pressure 322 Southwest Operating Area CAMDEN Camden 23rd Street Hayes to Pierce $ 108, Replace 0 8 Ductile Iron System Flows and Pressure 323 Southwest Operating Area CAMDEN Camden Dupont Street 27th to Harrison $ 84, Replace Ductile Iron System Flows and Pressure 324 Southwest Operating Area CAMDEN Camden Pleasant Street 27th to 30th $, Replace Ductile Iron System Flows and Pressure Marlton Avenue, Berwick Avenue, Morse St, Sewell Street, CAMDEN 7556 Southwest Operating Area Westminster Avenue $ 350,000 Replace 1,735 8 Ductile Iron 10 6 CI System Flows and Pressure 2017Q4 Camden Howell St, 21st St, 22nd St, 23rd St, 24th St, 25th St, 26th St, CAMDEN 7648 Southwest Operating Area Saunders St $ 1,200,000 Replace 6,118 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Southwest Operating Area CAMDEN Camden North 37th Street Westfield Avenue to Jersey Avenue $ 228,000 Replace 1,200 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q Southwest Operating Area CAMDEN Camden North 38th Street Westfield Avenue to Jersey Avenue $ 228,000 Replace 1,200 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 2020Q Southwest Operating Area CAMDEN Camden Jersey Avenue North 36th Street to North 38th Street $,000 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Q Southwest Operating Area CAMDEN Camden North 31st Street Hayes Avenue to Harrison Avenue $ 342,000 Replace 2,000 8 Ductile Iron 10's 4 Cast Iron Relocation/Opportunity 2020Q4 315 Southwest Operating Area CAMDEN Camden Cambridge Avenue River Road to Harrison Avenue $ 228,000 Replace 1,200 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 316 Southwest Operating Area CAMDEN Camden Cramer Street 27th Street to 30th Street $ 266,000 Replace 1,400 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 317 Southwest Operating Area CAMDEN Camden Saunders Street 27th Street to 30th Street $ 228,000 Replace 1,200 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5480 Southwest Operating Area CAMDEN Camden North 20th Street River Road to Harrison Avenue $ 256,500 Replace 1,350 8 Ductile Iron 1920's 6 Cast Iron Relocation/Opportunity 5482 Southwest Operating Area CAMDEN Camden River Road 36th Street to 27th Street $ 7,000 Replace 4, Ductile Iron 10's 6 Cast Iron Relocation/Opportunity 5825 Southwest Operating Area CAMDEN Camden Harrison Avenue North 28th Street to VCA 665 $ 138,700 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5826 Southwest Operating Area CAMDEN Camden Wayne Avenue North 27th Street to North 29th Street $ 209,000 Replace 1,100 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5827 Southwest Operating Area CAMDEN Camden Lincoln Avenue North 27th Street to North 29th Street $ 209,000 Replace 1,100 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 5828 Southwest Operating Area CAMDEN Camden Concord Avenue North 27th Street to North 29th Street $ 209,000 Replace 1,100 8 Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural 5829 Southwest Operating Area CAMDEN Camden Hayes Avenue North 27th Street to North 29th Street $ 209,000 Replace 1,100 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5830 Southwest Operating Area CAMDEN Camden Garfield Avenue North 27th Street to North 29th Street $ 209,000 Replace 1,100 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5831 Southwest Operating Area CAMDEN Camden Arthur Avenue North 27th Street to North 29th Street $ 209,000 Replace 1,100 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 5832 Southwest Operating Area CAMDEN Camden Sherman Avenue North 27th Street to North 29th Street $ 304,000 Replace 1,0 8 Ductile Iron 2000's 4 Cast Iron Safety and Reliability/Structural 5833 Southwest Operating Area CAMDEN Camden North 30th Street River Avenue to Cleveland Avenue $ 266,000 Replace 14,000 8 Ductile Iron 10's 6 Cast Iron System Flows and Pressure 5834 Southwest Operating Area CAMDEN Camden Lois Avenue Harrison Avenue to Cleveland Avenue $ 513,000 Replace 2,700 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5838 Southwest Operating Area CAMDEN Camden Thompson Street North 28th Street to North 30th Street $ 172,0 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5839 Southwest Operating Area CAMDEN Camden North 29th Street Pleasant Street to Mitchell Street $ 128,250 Replace Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural 5845 Southwest Operating Area CAMDEN Camden North 28th Street Thompson Street to Cramer Street $ 228,000 Replace 1,200 8 Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural Camden North Dudley Street / Morrison Street North 30th Street to CAMDEN 5846 Southwest Operating Area Federal Street $ 313,500 Replace 1,650 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5847 Southwest Operating Area CAMDEN Camden Church Street Westfield Avenue to Federal Street $ 123,500 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5848 Southwest Operating Area CAMDEN Camden North 35th Street Lemuel Avenue to Fairfax Drive $ 247,000 Replace 1,300 8 Ductile Iron 1920's 4 Cast Iron Safety and Reliability/Structural 5849 Southwest Operating Area CAMDEN Camden Pelham Place North 32nd Street to North 34th Street $ 114,000 Replace 0 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5850 Southwest Operating Area CAMDEN Camden South 35th Street Federal Street to Highland Avenue $ 1,000 Replace 1,000 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5851 Southwest Operating Area CAMDEN Camden South 33rd Street Federal Street to Highland Avenue $ 307,800 Replace 1,620 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Camden North 37th Street Westfield Avenue to Chestnut Avenue to CAMDEN 5856 Southwest Operating Area North 36th Street $ 2,700 Replace 1,530 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 5857 Southwest Operating Area CAMDEN Camden North 18th Street Harrison Avenue to River Avenue $ 251,750 Replace 1,325 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5858 Southwest Operating Area CAMDEN Camden Stewart Street Howell Street to East State Street $ 123,500 Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 58 Southwest Operating Area CAMDEN Camden River Avenue North 27th Street to North 36th Street $ 800,000 Replace 4, Ductile Iron 10's 6 Cast Iron System Flows and Pressure 5861 Southwest Operating Area CAMDEN Camden North 29th Street River Avenue to HCA 43 $ 484,500 Replace 2,550 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Camden Mickle Street and South 26th Street Marlton Avenue to CAMDEN 5862 Southwest Operating Area Federal Street $ 247,000 Replace 1,300 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5864 Southwest Operating Area CAMDEN Camden Merriel Avenue North 36th Street to North 34th Street $ 100,700 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5865 Southwest Operating Area CAMDEN Camden North 34th Street Merriel AVenue to Rosedale Avenue $ 118,750 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5866 Southwest Operating Area CAMDEN Camden River Avenue East State Street to North 27th Street $ 8,000 Replace 3, Ductile Iron 1920's 12 Cast Iron Safety and Reliability/Structural 5867 Southwest Operating Area CAMDEN Camden North 35th Street Merriel Avenue to Rosedale AVenue $ 110,200 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5868 Southwest Operating Area CAMDEN Camden Rosedale Avenue North 34th Street to North 35th Street $ 47,500 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Southwest Operating Area CAMDEN Camden Wayne Avenue East State Street to 18th Street $ 152,000 Replace Ductile Iron 1920's 6 Cast Iron Relocation/Opportunity 5870 Southwest Operating Area CAMDEN Camden Buren Avenue 27th Street to dead end east of 29th Street $ 237,500 Replace 1,250 8 Ductile Iron 1930's 4 Cast Iron Relocation/Opportunity Camden North 27th Street River Ave to 10" HDPE inside 12" CI at RR CAMDEN 5871 Southwest Operating Area bridge south of Sherman Avenue $ 340,000 Replace 1, Ductile Iron 10's 12 Cast Iron Relocation/Opportunity Camden North 27th Street High Street to 10" HDPE inside 12" CI at CAMDEN 5872 Southwest Operating Area RR bridge near Pleasant St $ 240,000 Replace 1, Ductile Iron 10's 12 Cast Iron Relocation/Opportunity 5873 Southwest Operating Area CAMDEN Camden N 28th Street Arthur Avenue to Concord Avenue $ 142,500 Replace Ductile Iron 1940's 2 Cast Iron Relocation/Opportunity Camden N 35th St existing 8" DI north of Harrison Ave to dead end CAMDEN 5874 Southwest Operating Area south of River Ave $ 133,000 Replace Ductile Iron 10's 6 Cast Iron Relocation/Opportunity 5875 Southwest Operating Area CAMDEN Camden Polk Ave 27th St to 29th St $ 209,000 Replace 1,100 8 Ductile Iron 1930's 4 Cast Iron Relocation/Opportunity 5876 Southwest Operating Area CAMDEN Camden Tyler Ave 27th St to 29th St $ 209,000 Replace 1,100 8 Ductile Iron 1930's 4 Cast Iron Relocation/Opportunity 5877 Southwest Operating Area CAMDEN Camden Marlton Ave 12" in Federal St to 12" In Rosemont Ave $ 720,000 Replace 3,0 12 Ductile Iron 1920's 8 Cast Iron Relocation/Opportunity 5878 Southwest Operating Area CAMDEN Camden S 27th St 16" in Westfield Ave to 12" in Marlton Ave $ 580,000 Replace 2,0 12 Ductile Iron 1920's 6 Cast Iron Relocation/Opportunity 5880 Southwest Operating Area CAMDEN Camden E State St River Ave to 12" main south of valve VCA 425 $ 130,000 Replace Ductile Iron 19's 8 Cast Iron System Flows and Pressure 5881 Southwest Operating Area CAMDEN Camden Bergen Avenue Farragut Avenue to Hayes AVenue $ 486,400 Replace 2,5 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure Page 9 of 66

184 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Camden Beideman Ave River Ave to Cleveland Ave and Cleveland CAMDEN 5882 Southwest Operating Area Ave from Beideman Ave to N 32nd St $ 294,500 Replace 1,550 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5884 Southwest Operating Area CAMDEN Camden South 32nd Street Fermont Ave to Highland Ave $ 150,000 Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5885 Southwest Operating Area CAMDEN Camden South Dudley Street Federal Street to Fremont Avenue $ 285,000 Replace 1,500 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5886 Southwest Operating Area CAMDEN Camden Morse Street Baird Blvd to Rosemont Avenue $ 323,000 Replace 1,700 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 5887 Southwest Operating Area CAMDEN Camden Carman Street Marlton Avenue to Baird Blvd $ 289,880 Replace 1,520 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5888 Southwest Operating Area CAMDEN Camden South 24th Street Federal Street to Marlton Avenue $ 148,200 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5889 Southwest Operating Area CAMDEN Camden Cooper Street East State Street to HCA 204 $ 57,000 Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Southwest Operating Area CAMDEN Camden Remington Street North 32nd Street to North 34th Street $ 114,000 Replace 0 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5892 Southwest Operating Area CAMDEN Camden Rowe Street North 32nd Street to North 35th Street $ 171,000 Replace 0 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5893 Southwest Operating Area CAMDEN Camden Mitchell Street North 32nd Street to Norht 34th Street $ 114,000 Replace 0 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5894 Southwest Operating Area CAMDEN Camden Rosedale Avenue North 33rd Street to North 36th Street $ 117,800 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5895 Southwest Operating Area CAMDEN Camden North 35th Street Rosedale Avenue to Federal Street $ 115,0 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5896 Southwest Operating Area CAMDEN Camden Rudderow Avenue North 36th Street to Dead End $ 95,000 Replace Ductile Iron System Flows and Pressure Camden Washington Street, South 30th Street Between South 27th CAMDEN 8717 Southwest Operating Area Street to South Dudley Street $ 2,128,000 Replace 11,112 8 Ductile Iron CI Safety and Reliability/Structural Camden Concord Ave, Hayes Ave, Garfield Ave, Arthur Ave, Sherman CAMDEN Ave, Wayne Ave, Lincoln Ave, Tyler Ave, Polk Ave, Harrison Ave, Buren 8836 Southwest Operating Area Ave Between North 27th Street to North 29th Street $ 2,747,400 Replace 14,452 8 Ductile Iron CI Safety and Reliability/Structural 81 Southwest Operating Area CAMDEN Camden RRX at 36th Street & River Avenue $ 200,000 Replace Ductile Iron 19 8 CI System Flows and Pressure 5835 Southwest Operating Area CAMDEN Camden North 33rd Street Farragut Avenue to Cleveland Avenue $ 589, Replace Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural 5836 Southwest Operating Area CAMDEN Camden North 34th Street Farragut Avenue to Cleveland Avenue $ 551, Replace 20 8 Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural 58 Southwest Operating Area CAMDEN Camden Pierce Avenue North 17th Street to North 24th Street $ 342, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 377 Southwest Operating Area CARNEYS POINT Carneys Point "C" Street Division to Bay $ 240, Replace Ductile Iron System Flows and Pressure 378 Southwest Operating Area CARNEYS POINT Carneys Point "E" Street Walker to Bay $ 150, Replace 0 8 Ductile Iron Safety and Reliability/Structural 379 Southwest Operating Area CARNEYS POINT Carneys Point "F" Street Division Street to Bay Street. $ 240, Replace Ductile Iron System Flows and Pressure 380 Southwest Operating Area CARNEYS POINT Carneys Point "G" Street Division Street to Bay Street $ 240, Replace Ductile Iron System Flows and Pressure 381 Southwest Operating Area CARNEYS POINT Carneys Point "H" Street Division Street to Bay Street $ 240, Replace Ductile Iron System Flows and Pressure 382 Southwest Operating Area CARNEYS POINT Carneys Point Grandview Court off Georgetown Road $ 152, Replace Ductile Iron System Flows and Pressure 445 Southwest Operating Area CARNEYS POINT Carneys Point South Golfwood Rd, Hickory to Hollywood $ 152, Replace Ductile Iron System Flows and Pressure 446 Southwest Operating Area CARNEYS POINT Carneys Point Garfield Street North Broadway to Cleveland Avenue $ 123, Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 532 Southwest Operating Area CARNEYS POINT Carneys Point Jefferson Street Cleveland to Johnson $ 1, Replace Ductile Iron System Flows and Pressure 536 Southwest Operating Area CARNEYS POINT Carneys Point Shell Road 12" on Jefferson to Merion $ 8, Replace Ductile Iron System Flows and Pressure 71 Southwest Operating Area CARNEYS POINT Carneys Point Shell Rd $ 750,000 Replace 4, Ductile Iron CI Relocation/Opportunity 2018Q Southwest Operating Area CARNEYS POINT Carneys Point Birch Street Coolidge Avenue to Center Street $ 66,500 Replace Ductile Iron 2000's 1.25 PVC System Flows and Pressure Q4 Carneys Point South Dupont Avenue and Georgetown Road (CR 629) CARNEYS POINT 7638 Southwest Operating Area Between Harding Highway (RT 48) to A Street $ 1,100,000 Replace 4, Ductile Iron CI Safety and Reliability/Structural 2020Q4 456 Southwest Operating Area CARNEYS POINT Carneys Point I 295 Jack and Bore at Georgetown Road $ 800,000 Replace 1, Ductile Iron 19's 8 Steel Relocation/Opportunity 5322 Southwest Operating Area CARNEYS POINT Carneys Point Johnson Street North Broadway to Division Street $ 122,000 Replace Ductile Iron 1910's 4 Cast Iron Sustained Economic Growth 8892 Southwest Operating Area CARNEYS POINT Carneys Point 6th Avenue $ 57,000 Replace Ductile Iron CI Safety and Reliability/Structural 30 Carneys Point W Pitman Street, Morris Avenue, W Line Street, Pearl CARNEYS POINT 8894 Southwest Operating Area Street, Griffith Street, E Harmony Street and Guest Street $ 1,459,200 Replace 7,680 8 Ductile Iron 19 8 DI Safety and Reliability/Structural 9478 Southwest Operating Area CARNEYS POINT Margerum Avenue $ 40,000 Replace Ductile Iron PVC Safety and Reliability/Structural Southwest Operating Area CARNEYS POINT South Golfwood Road $ 50,000 Replace HDPE PE Safety and Reliability/Structural Carney's Point East End Avenue Harding Highway to Highland 52 Southwest Operating Area CARNEYS POINT Avenue $ 281, Replace Ductile Iron System Flows and Pressure 53 Southwest Operating Area CARNEYS POINT Carney's Point South Watson Road Highland Avenue to Dead End $ 91, Replace Ductile Iron System Flows and Pressure 30 Carney's Point Hickory Avenue Hollywood Avenue to South 6632 Southwest Operating Area CARNEYS POINT Golfwood Avenue $ 380, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural Carney's Point Oakwood Avenue and Maplewood Avenue Hickory 6633 Southwest Operating Area CARNEYS POINT Avenue to Pinewood Avenue to Hollywood Avenue $ 2, Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural Carney's Point Grant Street; Lincoln Street; Harrison Street Shell Southwest Operating Area CARNEYS POINT Road to Shell Road $ 66, Replace Ductile Iron 1920's 2 Cast Iron Safety and Reliability/Structural Carneys Point Hollywood Avenue (CR 618) Merion Avenue to South 7363 Southwest Operating Area CARNEYS POINT Golfwood Avenue (CR 1) $ 5, Replace Ductile Iron Safety and Reliability/Structural 146 North Operating Area CHATHAM TWP Chatham Buxton Road $ 494, Replace Ductile Iron Safety and Reliability/Structural 5693 North Operating Area CHATHAM TWP Fairmount Ave from Hilltop Terrace to Longwood Avenue $ 2, Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 5694 North Operating Area CHATHAM TWP Lafayette Ave. Ph1, from Southern Blvd to Lenape Trail $ 1,422, Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 7284 North Operating Area CHATHAM TWP Southern Blvd Balance of 62 due to paving moratorium $ 1,000,000 Replace 5,000 8 Ductile Iron Safety and Reliability 2017Q North Operating Area CHATHAM TWP CHATHAM River Rd from Fairmont to Henry $ 740,000 Replace 3,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2018Q North Operating Area CHATHAM TWP Lenape Trail from Lafayette to Shunpike Rd $ 450,000 Replace 2,026 8 Ductile Iron CI Safety and Reliability/Structural 2018Q North Operating Area CHATHAM TWP Maple Street from School Ave to end $ 170,000 Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 2019Q4 CHATHAM River Rd from Passaic to ' west of HCT 1 (2000' east CHATHAM TWP 6861 North Operating Area of Fairmont) $ 9,000 Replace 4,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2020Q4 36 North Operating Area CHATHAM TWP Chatham River Rd (Henry to Club) $ 240,000 Replace 1,252 8 Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural 6857 North Operating Area CHATHAM TWP CHATHAM River Rd from Southern to Passaic $ 540,000 Replace 2,700 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 6666 North Operating Area CHATHAM TWP May Drive from Noe Avenue to Robert Dr $ 493,000 Replace 2,465 8 Ductile Iron 1950's 8 Cast Iron Water Quality Fairfax Terrace from Edgewood Rd to Chatham Boro Fairfax Ter CHATHAM TWP 6678 North Operating Area Interconnect #2 $ 172,000 Replace 8 8 Ductile Iron 1940's 8 Cast Iron Safety and Reliability/Structural 6681 North Operating Area CHATHAM TWP Noe Avenue from Southern Blvd to Watchung Ave $ 736,875 Replace 3, Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural 6721 North Operating Area CHATHAM TWP CHATHAM TWP Jay Rd from Southern Blvd to the cul de sac $ 297,500 Replace 1,700 6 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability 6715 North Operating Area CHATHAM TWP CHATHAM Rolling Hill Rd between Southern and Dale $ 7,000 Replace 3,800 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability 66 North Operating Area CHATHAM TWP Green Village Rd from Meyersville Rd to Shunpike Rd. $ 1,382,000 Replace 6,910 8 Ductile Iron 1940's 8 Cast Iron Water Quality 6661 North Operating Area CHATHAM TWP Lenape Trail from Shunpike Rd to Lafayette Ave $ 412,000 Replace 2,0 8 Ductile Iron 1950's 8 Asbestos Cement Water Quality 6667 North Operating Area CHATHAM TWP Huron Dr and Macevoy Ave from end cap to Van Houton Ave. $ 765,000 Replace 3,825 8 Ductile Iron 19's 8 Cast Iron Water Quality 6682 North Operating Area CHATHAM TWP Overlook Rd from Fernadale Rd to Sandy Hill Rd $ 199,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 6683 North Operating Area CHATHAM TWP Warwick Rd from Ferndale Rd to Oak Hill Rd $ 253,000 Replace 1,265 8 Ductile Iron 1950's 6 Cast Iron Water Quality 6885 North Operating Area CHATHAM TWP CHATHAM Spring St from Lafayette to Dale $ 280,000 Replace 1,400 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability 6665 North Operating Area CHATHAM TWP Southern Blvd from Shunpike Rd to Woodmont Dr. $ 1,136,250 Replace 5, Ductile Iron 1940's 8 Cast Iron Safety and Reliability/Structural Page 10 of 66

185 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6676 North Operating Area CHATHAM TWP River Road from Club Road to Henry Drive $ 280,125 Replace 1, Ductile Iron Safety and Reliability/Structural CHATHAM Ormont Rd from cul de sac east of Henry to dead end CHATHAM TWP 6854 North Operating Area west of Mountainside $ 0,000 Replace 3,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 6669 North Operating Area CHATHAM TWP Van Houton Ave from end cap West of HCT 216 to Macevoy Ave $ 785,000 Replace 3,925 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 6670 North Operating Area CHATHAM TWP Woodlawn Dr from Cypress Rd to Long Hill Lane $ 76,125 Replace Ductile Iron 19's 2 Cast Iron System Flows and Pressure North Operating Area CHATHAM TWP Chestnut Rd from the end cap to Fairmount Avenue $ 121,500 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure 6684 North Operating Area CHATHAM TWP Thornley Dr from Beech Ct to Glenmere Dr $ 305,000 Replace 1,525 8 Ductile Iron 1970's 8 Cast Iron Water Quality 6677 North Operating Area CHATHAM TWP Edgewood Rd from Shunpike Rd to end cap east of hydrant HCT 104 $ 220,000 Replace 1,100 8 Ductile Iron 1940's 8 Cast Iron Safety and Reliability 6679 North Operating Area CHATHAM TWP Maple Ave from School Ave to Lafayette Ave $ 167,000 Replace Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6680 North Operating Area CHATHAM TWP School Ave from Floral Street to Maple Street $ 170,000 Replace Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural Clean and Line Chtham Twsp Lafaette Section approx Lf of CI CHATHAM TWP 5695 North Operating Area mains $ 4,867,500 Rehab 29,500 6 Cast Iron 1940's 6 Cast Iron Water Quality 6664 North Operating Area CHATHAM TWP Lafayette Ave. Ph2, from Lenape Trail to Watchung Ave $ 561, Replace Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 62 North Operating Area CHATHAM TWP Southern Blvd from Fairmount to Hampton $ 731, Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability 7377 North Operating Area CHATHAM TWP Southern Blvd., from Hampton to Woodmont $ 824, Replace 4 8 Ductile Iron Safety and Reliability 325 Southwest Operating Area CHERRY HILL Cherry Hill Bortons Mill Road Brace to Pearlcroft $ 8, Replace Ductile Iron Safety and Reliability/Structural 326 Southwest Operating Area CHERRY HILL Cherry Hill Lakeview Hollow off Lakeview Drive $ 13, Replace Ductile Iron Safety and Reliability/Structural Southwest Operating Area CHERRY HILL Cherry Hill Owl Ct & Owl Place Lark Lane to Owl Lane $ 186, Replace Ductile Iron Safety and Reliability/Structural Cherry Hill Paddock Way & White Marsh Antietam to Covered 329 Southwest Operating Area CHERRY HILL Bridge Road $ 380, Replace Ductile Iron Safety and Reliability/Structural 331 Southwest Operating Area CHERRY HILL Cherry Hill Tearose Lane (East) Gatewood to Cranford $ 487, Replace 25 8 Ductile Iron Safety and Reliability/Structural 332 Southwest Operating Area CHERRY HILL Cherry Hill Fireside Lane Morris to Queen Anne $ 274, Replace Ductile Iron Safety and Reliability/Structural 333 Southwest Operating Area CHERRY HILL Cherry Hill Country Club Drive (East) Queen Ann to Queen Ann $ 912, Replace Ductile Iron Safety and Reliability/Structural Cherry Hill Country Club Drive (West) Queen Ann to Morris, Echo 334 Southwest Operating Area CHERRY HILL Court $ 700, Replace Ductile Iron Safety and Reliability/Structural 336 Southwest Operating Area CHERRY HILL Cherry Hill Rolling Lane Gatewood to Country Club $ 420, Replace Ductile Iron Safety and Reliability/Structural Cherry Hill West Point Drive & West Point Court Heartwood to 337 Southwest Operating Area CHERRY HILL Concord $ 380, Replace Ductile Iron Safety and Reliability/Structural 338 Southwest Operating Area CHERRY HILL Cherry Hill Arthur Drive Morris to Brian $ 96, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 339 Southwest Operating Area CHERRY HILL Cherry Hill Brian Drive Queen Anne to Morris $ 204, Replace Ductile Iron Safety and Reliability/Structural 340 Southwest Operating Area CHERRY HILL Cherry Hill Lakeview Place off Lakeview Drive $ 21, Replace 1 4 Ductile Iron Safety and Reliability/Structural Southwest Operating Area CHERRY HILL Cherry Hill Brookdale Court off Brookdale Drive $ 25, Replace Ductile Iron Safety and Reliability/Structural Southwest Operating Area CHERRY HILL Cherry Hill Waverly Road Roanoke to Old Orchard $, Replace Ductile Iron Safety and Reliability/Structural 343 Southwest Operating Area CHERRY HILL Cherry Hill Split Rail Drive & Court Folkstone to Pearlcroft $ 210, Replace Ductile Iron Safety and Reliability/Structural 344 Southwest Operating Area CHERRY HILL Cherry Hill Folkstone Way Pearlcroft to Deerfield $ 1, Replace Ductile Iron Safety and Reliability/Structural 482 Southwest Operating Area CHERRY HILL Cherry Hill Kitty Hawk Rd Borton Mill to Ironmaster $ 266, Replace Ductile Iron Safety and Reliability/Structural 483 Southwest Operating Area CHERRY HILL Cherry Hill Lamp Post Lane Gatehouse Lane to Old Orchard Road $ 570, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 485 Southwest Operating Area CHERRY HILL Cherry Hill Provincetown Road Kresson Road to Old Town Road $ 570, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 486 Southwest Operating Area CHERRY HILL Cherry Hill Old Carriage Road Kitty Hawk Road to Pearlcroft Road $ 399, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 487 Southwest Operating Area CHERRY HILL Cherry Hill Partridge Lane Harrowgate Drive to Cropwell Road $ 456, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural Cherry Hill North Riding Drive VCH 6293 to Marlkress Road (CR 672) 489 Southwest Operating Area CHERRY HILL Including Loop $ 456, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural Cherry Hill East Riding Drive and Millhouse Lane Between Kresson 4 Southwest Operating Area CHERRY HILL Road (CR 671) to VCH 6293 $ 7, Replace 30 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 491 Southwest Operating Area CHERRY HILL Cherry Hil l Rockingham Rd Farmington Rd to Bortons Mill $ 228, Replace 0 8 Ductile Iron Safety and Reliability/Structural Cherry Hill Robwill Pass South Mansfield Blvd. to Mount Pleasant 492 Southwest Operating Area CHERRY HILL Way $ 1, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural Cherry Hill Roumfort Avenue South Mansfield Blvd. to Mount 493 Southwest Operating Area CHERRY HILL Pleasant Way $ 1, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 494 Southwest Operating Area CHERRY HILL Cherry Hill Wayside Drive Pearlcroft Road to Old Carriage Road $ 209, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural Cherry Hill Carolina Ave Replace 1300' 6" AC with 1300' 8" DI in 831 Southwest Operating Area CHERRY HILL Carolina Ave from Third Ave, south to Dead end $ 240, Replace Ductile Iron Safety and Reliability/Structural Cherry Hill Kenwood Drive Marlton Pike (Route 70) to Brace Road 5407 Southwest Operating Area CHERRY HILL (CR 154) $ 437, Replace Ductile Iron 1950's 8 Asbestos Cement Safety and Reliability/Structural 5661 Southwest Operating Area CHERRY HILL Cherry Hill Garwood Drive Cranford Road to Queen Anne Road $ 722, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural Cherry Hill Coleman Avenue and Moore Avenue Haddonfield Berlin 5671 Southwest Operating Area CHERRY HILL Road (CR 561) to Kresson Road (CR 671) to End of Roadway $ 247, Replace Ductile Iron 1970's 2.25 Cast Iron System Flows and Pressure 5807 Southwest Operating Area CHERRY HILL Cherry Hill Tearose Lane (West) Pleasant Drive to Cranford Rd $ 485, Replace Ductile Iron Safety and Reliability/Structural 7583 Southwest Operating Area CHERRY HILL Cherry Hill Bentwood Drive $ 1,000 Replace Ductile Iron 19 8 CI Relocation/Opportunity 2017Q Southwest Operating Area CHERRY HILL Cherry Hill Kresson Road, Willard Road, Elmhurst Road $ 850,000 Replace 3, Ductile Iron 19 6 CI Relocation/Opportunity 2017Q Southwest Operating Area CHERRY HILL Hickory Lane, Bamford Ct, Sandringham Place $ 125,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 2017Q4 Cherry Hill West / East Miami Avenue Berkshire Avenue to CHERRY HILL 327 Southwest Operating Area Edgemoor Road $ 722,000 Replace 3,800 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 2020Q4 Cherry Hill Morris Drive and Morris Place Larkspar Road to CHERRY HILL 335 Southwest Operating Area Springdale Road $ 794,200 Replace 4,180 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 2020Q Southwest Operating Area CHERRY HILL Cherry Hill Briar Road Off of Brookmead Drive $ 27,000 Replace Ductile Iron Safety and Reliability/Structural Q4 Cherry Hill Partidge Lane EAST Cropwell Road (CR 675) to Pawtucker CHERRY HILL 7173 Southwest Operating Area Drive; Partidge Court $ 63,500 Replace 3,4 8 Ductile Iron System Flows and Pressure 2020Q Southwest Operating Area CHERRY HILL Cherry Hill Partidge Lane WEST Pawtucker Drive to Brick Roa $ 475,000 Replace 2,500 8 Ductile Iron Safety and Reliability/Structural 2020Q4 Cherry Hill Rymill Run; Rymill Terrace; Rymill Place Partidge Lane to CHERRY HILL 7178 Southwest Operating Area Partidge Lane $ 350,400 Replace 2,920 8 Ductile Iron Safety and Reliability/Structural 2020Q Southwest Operating Area CHERRY HILL Cherry Hill Pimlico Place Narragansett Drive to End of Roadway $ 30,000 Replace Ductile Iron Safety and Reliability/Structural Q4 Cherry Hill Brookfield Rd, Greenbrook Rd, Maplewood Court, CHERRY HILL 7543 Southwest Operating Area Glenview Place, Pinebrook Rd $ 650,000 Replace 3,870 8 Ductile Iron AC Relocation/Opportunity 2020Q4 330 Southwest Operating Area CHERRY HILL Cherry Hill Park Circle Churchill Road to Churchill Road $ 114,000 Replace 0 4 Ductile Iron 1950's 2.5 Cast Iron Safety and Reliability/Structural 481 Southwest Operating Area CHERRY HILL Cherry Hill Guilford Road Croyden Drive to South Cropwell Road $ 475,000 Replace 2,500 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 484 Southwest Operating Area CHERRY HILL Cherry Hill Lisa Lane Huntington Drive to Kings Point Road $ 142,500 Replace Ductile Iron 19's None Selected Cast Iron Safety and Reliability/Structural 488 Southwest Operating Area CHERRY HILL Cherry Hill Plymouth Drive Old Town Road to Salem Road $ 247,000 Replace 1,300 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 5328 Southwest Operating Area CHERRY HILL Cherry Hill Mona Court Off Charlann Circle $ 57,000 Replace 's 2 Cast Iron System Flows and Pressure Southwest Operating Area CHERRY HILL Cherry Hill Utah Avenue Kings Highway to Dead End $ 87,400 Replace 4 4 Ductile Iron 19's 2 Cast Iron System Flows and Pressure 30 Page 11 of 66

186 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title 5691 Southwest Operating Area CHERRY HILL NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Existing Pipe Material Cherry Hill Charleston Road (A1 Project) Barcroft Drive to White Oak Road $ 68,400 Replace 3 8 Ductile Iron 19's 6 Cast Iron System Flows and Pressure Ex. Dia. (inches) Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter CHERRY HILL Cherry Hill Bedford Avenue; Martin Avenue; Hollis Avenue; Graham 5859 Southwest Operating Area Avenue; Sherwood Avenue Mercer Street to Haddonfield Road $ 259,350 Replace 1,365 4 Ductile Iron 19's 2 Cast Iron System Flows and Pressure 6617 Southwest Operating Area CHERRY HILL Cherry Hill Janewood Drive Country Club to Lavender Hill $ 150,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 6618 Southwest Operating Area CHERRY HILL Cherry Hill Queen Ann Road, Garwood Drive to Country Club Drive $ 320,000 Replace 1,675 8 Ductile Iron Unknown 8 Unknown Safety and Reliability CHERRY HILL Cherry Hill North Valleybrook Road, West Valleybrook Road, 7171 Southwest Operating Area Valleybrook Court Haddonfield Berlin Road (CR 561) to Asbrook Road $ 725,000 Replace 3,800 8 Ductile Iron Safety and Reliability/Structural 76 Southwest Operating Area CHERRY HILL Cherry Hill Bowling Green Drive (North & South) and Bryant Road $ 1,100,000 Replace 5,353 8 Ductile Iron AC Safety and Reliability/Structural East Valleybrook Road, Laurelbrook Road, Sunnybrook Road, CHERRY HILL 7675 Southwest Operating Area Willowbrook Road, Oakdale Ave, Greenwood Road $ 1,300,000 Replace 6,651 8 Ductile Iron AC Safety and Reliability/Structural 7676 Southwest Operating Area CHERRY HILL South Brookfield Rd & Cedarbrook Road $ 420,000 Replace 2,203 8 Ductile Iron AC Safety and Reliability/Structural 7677 Southwest Operating Area CHERRY HILL North and South Woodstock Drive $ 725,000 Replace 3,806 8 Ductile Iron AC Safety and Reliability/Structural CHERRY HILL Cherry Hill Burnt Mill Road (CR 670), Ellis Avenue, Philmar Avenue, Palmwood Avenue 2nd Avenue, 3rd Avenue, W 6th Avenue, and 7th 8582 Southwest Operating Area Avenue $ 1,748,000 Replace 9,189 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill E Evehsam Avenue, Alpha Avenue, Fairview Avenue, CHERRY HILL 8586 Southwest Operating Area Ogden Avenue, and Perot Avenue $ 1,0,0 Replace 5,740 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Pleasant Drive, Nature Drive, Astor Drive, Garwood Place, CHERRY HILL 8589 Southwest Operating Area and Randy Lane $ 1,284,400 Replace 6,7 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill E Valleybrook Road, Laurelbrook Road, Sunnybrook Road, CHERRY HILL 85 Southwest Operating Area Willowbrook Road, Oakdale Road, and Greenwood Road $ 1,045,000 Replace 5,500 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Sheffield Road, Elkins Road, King George Road, Kingston CHERRY HILL Road, Kingston Drive, Yorkshire Road, Bradford Road, and Ramble 80 Southwest Operating Area Road $ 2,017,800 Replace 10,620 8 Ductile Iron AC System Flows and Pressure 81 Southwest Operating Area CHERRY HILL Cherry Hill Old Town Road, Old Town Circle, and Plymouth Drive $ 836,000 Replace 5,330 8 Ductile Iron 19 6 CI Safety and Reliability/Structural Cherry Hill Chapel Avenue E, Lee Ann Road, Hastings Road, Salsbury CHERRY HILL 83 Southwest Operating Area Road, Kingsley Road $ 999,400 Replace 5,2 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Kings High Way N (NJ 41), Chelton Parkway, and Brighton CHERRY HILL 87 Southwest Operating Area Road $ 2,9,0 Replace 13, Ductile Iron AC Safety and Reliability/Structural Cherry Hill Pennsylvania Avenue, Main Avenue, Valley Run Drive, CHERRY HILL 8622 Southwest Operating Area Ridge Road, New York Avenue, and Ridge Circle $ 870,200 Replace 4,580 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Chapel Avenue W, Garden State Drive, Tanforan drive, CHERRY HILL 8625 Southwest Operating Area Cherry Hill Boulevard, Acqueduct Avenue, and Pimlico Place $ 3,313,000 Replace 15, Ductile Iron AC Safety and Reliability/Structural Cherry Hill Cherry Tree Lane, Madison Avenue, Millstream Drive, CHERRY HILL Hedgegrow Drive, Weathervane Drive, Garfield Avenue, Meetinghouse Lane, Springhouse Road, Spring House Court, Harvest Road, and Cherry 8627 Southwest Operating Area Tree Court $ 2,344,0 Replace 12,340 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Sharrowvale Road, Barclay Lane, Wayland Road, CHERRY HILL Southview Drive, Cooperskill Road, York Road, Greenbrioar Road, Yardely Road, Gate Drive, Fullwood Drive, Randle Court and Tarton 8644 Southwest Operating Area Court $ 2,409,200 Replace 12,680 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Brace Road (NJ 154), Bowood Drive, Brookmead Drive, CHERRY HILL 8656 Southwest Operating Area Grass Road, Parkwood Road, Pelham Road, and Midway Drive $ 1,0,0 Replace 5,0 12 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Churchill Road, Stanford Road, Shepard Road, Bel Aire CHERRY HILL 8657 Southwest Operating Area Avenue, Newell Avenue, and Park Circle $ 1,299,0 Replace 6,0 8 Ductile Iron AC Safety and Reliability/Structural Cherry Hill Kings High Way S (NJ 41), Oregon Avenue, and Montana CHERRY HILL 8659 Southwest Operating Area Avenue $ 9,000 Replace 3, Ductile Iron 19 6 CI Safety and Reliability/Structural Cherry Hill Iron Master Road, Fieldstone Road, Warfield Road, CHERRY HILL Nantucket Road, Pearlcroft Road, Barcroft Drive, Heritage Road, Gravel 8661 Southwest Operating Area Bend, and Farmington Road $ 2,082,400 Replace 10,949 8 Ductile Iron 19 6 CI Safety and Reliability/Structural CHERRY HILL Cherry Hill Jefferson Avenue, Sheridan Avenue, Grant Avenue, Edison 8878 Southwest Operating Area Avenue, Wesley Avenue, Cooper Avenue and Madison Avenue $ 3,313,0 Replace 17,440 8 Ductile Iron CI Safety and Reliability/Structural 8879 Southwest Operating Area CHERRY HILL Cherry Hill Mt. Pleasant Way, Haral Place, and Chandler Terrace $ 642,200 Replace 3,380 8 Ductile Iron CI Safety and Reliability/Structural 9467 Southwest Operating Area CHERRY HILL Eagle Lane $ 180,000 Replace Ductile Iron DI Relocation/Opportunity Cherry Hill Burning Tree Road and St Johns Dr Shelly Lane to 7169 Southwest Operating Area CHERRY HILL Covered Bridge Road $ 425, Replace Ductile Iron Relocation/Opportunity 7170 Southwest Operating Area CHERRY HILL Cherry Hill Cardinal Lake Drive Heartwood Drive to Skylark Lane $ 380, Replace Ductile Iron Safety and Reliability/Structural 7271 Southwest Operating Area CHERRY HILL Cherry Hill Blue Jay Lane Liberty Bell Drive to Bobwhite Drive $ 258, Replace 13 8 Ductile Iron System Flows and Pressure 7272 Southwest Operating Area CHERRY HILL Cherry Hill Lantern Lane Jade Lane to Ivy Lane $ 266, Replace Ductile Iron System Flows and Pressure Cherry Hill King George Road East Chapel Avenue (CR 626) to 7273 Southwest Operating Area CHERRY HILL Cornwall Road $ 627, Replace Ductile Iron Safety and Reliability/Structural 7274 Southwest Operating Area CHERRY HILL Cherry Hill Granville Drive Randle Court to East Gate Drive $ 300, Replace Ductile Iron Safety and Reliability/Structural 7275 Southwest Operating Area CHERRY HILL Cherry Hill Preston Road LeeAnn Road to Cornwall Road $ 171, Replace 0 8 Ductile Iron Safety and Reliability/Structural Cherry Hill Cardinal Lake Drive (North); Skaylar Lane to Concord Lane 7352 Southwest Operating Area CHERRY HILL and Concord Lane full length $ 375, Replace Ductile Iron Safety and Reliability/Structural Cherry Hill Cooper Landing Road (CR 627) West Chapel Avenue to 7366 Southwest Operating Area CHERRY HILL Maple Avenue $ 0, Replace Ductile Iron System Flows and Pressure 7486 Southwest Operating Area CHERRY HILL Ormond Avenue and Valley Run Drive $ 420, Replace 23 8 Ductile Iron Relocation/Opportunity 7487 Southwest Operating Area CHERRY HILL McIntosh Road, Baldwin Road and Winesap Road $ 700, Replace Ductile Iron Relocation/Opportunity 7488 Southwest Operating Area CHERRY HILL Charleston Road, Horse Shoe Court and Clover Avenue $ 525, Replace Ductile Iron Relocation/Opportunity 7489 Southwest Operating Area CHERRY HILL E 6th Street, palmwod Avenue, Philmar Avenue and Hurff Avenue $ 520, Replace Ductile Iron Relocation/Opportunity 74 Southwest Operating Area CHERRY HILL West Valleybrook Road, Brookfield Court and Valleybrook Court $ 840, Replace 40 8 Ductile Iron Relocation/Opportunity 7491 Southwest Operating Area CHERRY HILL Edison Road $ 550, Replace Ductile Iron Relocation/Opportunity 7492 Southwest Operating Area CHERRY HILL Seagull Lane $ 300, Replace Ductile Iron Relocation/Opportunity 30 Page 12 of 66

187 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7493 Southwest Operating Area CHERRY HILL Heartwood Drive, Lark Lane and Queen Anne Road $ 700, Replace 40 8 Ductile Iron Relocation/Opportunity 7542 Southwest Operating Area CHERRY HILL Cherry Hill Tarrington Court $ 45, Replace Ductile Iron CI Relocation/Opportunity 30 Cherry Hill Cranford Road Haddonfield Berlin Rd (CR561) to Morris 7571 Southwest Operating Area CHERRY HILL Drive $ 700, Replace Ductile Iron AC Relocation/Opportunity 6280 North Operating Area CHESTER BOROUGH Route 206 well line replacement $ 270,000 Replace 1,350 8 Concrete 1940's 3 Cast Iron Safety and Reliability 2019Q North Operating Area CHESTER BOROUGH Clean & line CI mains in Chester Borough $ 3,250,000 Rehab 13,000 8 Ductile Iron Unknown None Selected Cast Iron Water Quality 2020Q North Operating Area CHESTER BOROUGH Main Street from Crystal Lake Dr. to Collis Ln. $ 400,000 Replace 1, Ductile Iron CI System Flows and Pressure 7659 North Operating Area CHESTER BOROUGH Chester Borough Main Street from Crystal Lake Drive to Collis Lane $ 487,500 Replace 1, Ductile Iron CI System Flows and Pressure Chester Borough Seminary Avenue and Maple Avenue between Main CHESTER BOROUGH 76 North Operating Area Street and Rt 206 $ 375,000 Replace 1, Ductile Iron DI System Flows and Pressure Cinnaminson Columbia Avenue Cleveland Avenue to Bromley 112 Southwest Operating Area CINNAMINSON Avenue $ 266, Replace Ductile Iron 1930's 4 Concrete System Flows and Pressure Cinnaminson Wayne Drive & Windingbrook Riverton Road to Parry 345 Southwest Operating Area CINNAMINSON Boulevard $ 672, Replace 50 8 Ductile Iron Safety and Reliability/Structural 346 Southwest Operating Area CINNAMINSON Cinnaminson Arbor Road Wayne Avenue to Parry Road $ 475, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 348 Southwest Operating Area CINNAMINSON Cinnaminson Rowland St & Pompess Ave Randolph to Bannard $ 155, Replace Ductile Iron Water Quality 495 Southwest Operating Area CINNAMINSON Cinnaminson Fountain Ave & Fountain Ct Willow Dr to Willow Dr $ 252, Replace Ductile Iron Safety and Reliability/Structural 521 Southwest Operating Area CINNAMINSON Cinnaminson South Warrington Ave Bannard St to Dead End $ 266, Replace Ductile Iron Safety and Reliability/Structural Cinnaminson North Pompess Avenue River Road to Delaware Southwest Operating Area CINNAMINSON Avenue $ 76, Replace Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural Cinnaminson Columbia Avenue Cleveland Avenue to Bromley 524 Southwest Operating Area CINNAMINSON Avenue $ 247, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 525 Southwest Operating Area CINNAMINSON Cinnaminson Park Avenue Highland Avenue to Thomas Avenue $ 180, Replace Ductile Iron Pre 10 8 Galvanized Steel Safety and Reliability/Structural 5637 Southwest Operating Area CINNAMINSON Cinnaminson Waterford Drive Parry Road to Woodhaven Drive $ 570, Replace 33 8 Ductile Iron Safety and Reliability/Structural 75 Southwest Operating Area CINNAMINSON Taylors Ln $ 375,000 Replace 1, Ductile Iron 19 8 AC Relocation/Opportunity 2017Q4 347 Southwest Operating Area CINNAMINSON Cinnaminson Golf Road Greenwood Avenue South $ 95,000 Replace Ductile Iron 1930's 4 Cast Iron Safety and Reliability Cinnaminson Riverton Road and Chatham Court Wayne Drive to CINNAMINSON 496 Southwest Operating Area Branch Pike $ 465,000 Replace 2,440 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 7824 Southwest Operating Area CINNAMINSON Manor Road Highland Ave to HCN 7 $ 350,000 Replace 1,6 12 Ductile Iron 19 6 AC System Flows and Pressure CINNAMINSON Cinnaminson Cherry Lane, Wedgewood Drive, and Buttonwood Lane Between Thomas Avenue to Riverton Road (CR 3) to End of 8363 Southwest Operating Area Roadways $ 2,139,400 Replace 11,133 8 Ductile Iron 19 6 AC Safety and Reliability/Structural CINNAMINSON Cinnaminson Laurel Drive, Boxwood Lane, Holly Lane, Lilac Lane, Walnut Place, Willow Drive and Chestnut Lane Between Riverton 8364 Southwest Operating Area Road (CR 3) to Arbor Road $ 1,419,300 Replace 7,015 8 Ductile Iron 19 8 AC Safety and Reliability/Structural 7049 Southwest Operating Area CINNAMINSON Cinnaminson Laurel Court Laurel Drive to Dead End $ 47, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Southwest Operating Area CINNAMINSON Hemlock Ln Lilac Ln Willow Dr Fernwood Place $ 325, Replace Ductile Iron Relocation/Opportunity 7485 Southwest Operating Area CINNAMINSON Hunter Street. Davis Avenue and James Street $ 325, Replace Ductile Iron System Flows and Pressure 7533 Southwest Operating Area CINNAMINSON Cinnaminson Jefferson Street & Webster Street $ 375, Replace Ductile Iron 19 4 CI Relocation/Opportunity Clark Westfield Ave Replace Existing 6 CI main in Westfield Ave with larger diameter main Insufficient Fire Flows in front of Clark Schools 303 Central Operating Area CLARK TWP and Municipal Building. $ 400, Replace Ductile Iron System Flows and Pressure 304 Central Operating Area CLARK TWP Clark Madison Hill Road Cleaning and Lining $ 750, Rehab Other 1920's 6 Cast Iron System Flows and Pressure 656 Central Operating Area CLARK TWP Clark Terminal Avenue $, Replace Ductile Iron Unknown 16 Ductile Iron Safety and Reliability Central Operating Area CLARK TWP Clark Terminal Avenue $ 52, Replace Ductile Iron Relocation/Opportunity Central Operating Area CLARK TWP Alice La. ( Coldevin to James ) $ 261,0 Replace 1,308 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Clauss Rd. ( Schmidt to Blake ) $ 184,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Coldevin Rd. ( Sunset to James ) $ 371,800 Replace 1,859 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Georgian Dr. ( Ross to Sherwood ) $ 225,800 Replace 1,129 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Grand St. ( Brant to Dead End ) $ 128,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Lupine Way ( Malvern to Park Ridge ) $ 165,200 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Meadow Rd. ( Lake to Stonehedge ) $ 507,800 Replace 2,539 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Willow Way ( Briar Heath to Briar Heath ) $ 331,0 Replace 1,658 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CLARK TWP Ginesi Dr. ( Cul de sac #1) $ 35,875 Replace Ductile Iron 1980's 4 Cast Iron System Flows and Pressure Q Central Operating Area CLARK TWP Ginesi Dr. ( Cul de sac #2 ) $ 57,050 Replace Ductile Iron 1980's 4 Cast Iron System Flows and Pressure Q Central Operating Area CLARK TWP Willow Way, Brookside Terr., Orchard Terr., Clark $ 2,140,000 Rehab 10,520 6 Other Plastic CI System Flows and Pressure 2020Q Central Operating Area CLARK TWP Willow Way, Williams St., Briar Heath Ln., Clark $ 1,0,000 Rehab 7,998 6 Other Plastic CI System Flows and Pressure 6622 Central Operating Area CLARK TWP Westfield Ave. ( Madison Hill to Bartell Pl. ) $ 488, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6623 Central Operating Area CLARK TWP Ivy Circle ( Ivy St. to Dead End ) $ 24, Replace Ductile Iron System Flows and Pressure Central Operating Area CLARK TWP Cleaning & Lining $ 3,850, Rehab Cast Iron 1920's 6 Cast Iron System Flows and Pressure 6970 Central Operating Area CLARK TWP Florence Dr. ( Walnut to Walnut ) $ 338,0.00 Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6973 Central Operating Area CLARK TWP Kathryn St. ( Westfield to Dead End ) $ 375, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 7062 Central Operating Area CLARK TWP Florence Dr. $ 340, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 7063 Central Operating Area CLARK TWP Walnut Ave. ( Florence Dr. to Florence Dr. ) $ 256, Replace Galvanized Steel 1950's 6 Cast Iron System Flows and Pressure 7064 Central Operating Area CLARK TWP Suburban Rd. ( Walnut to Florence ) $ 161, Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 7249 Central Operating Area CLARK TWP Bradley Road from Cornell Drive to Ivy Street $ 125, Replace Ductile Iron Safety and Reliability/Structural 7250 Central Operating Area CLARK TWP Ivy Street from Bradley Road to Gertrude $ 285, Replace Ductile Iron Safety and Reliability/Structural 7251 Central Operating Area CLARK TWP Cornell Drive From Ivy street to Madison Hill Road $ 2, Replace Ductile Iron Safety and Reliability/Structural 7252 Central Operating Area CLARK TWP Fan Street (Gertrude St to dead end) $ 48, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area CLARK TWP Gertrude Street From Kathryn Street to dead end $ 138, Replace 6 8 Ductile Iron Safety and Reliability/Structural 7255 Central Operating Area CLARK TWP Fisher Place from Bradley road to Cornell Drive $ 73, Replace Ductile Iron Safety and Reliability/Structural 30 Replace existing CI main from Westfield Ave along Schindler Ave and 7256 Central Operating Area CLARK TWP Broadway to existing 12" DIP at Prospect Street $ 192, Replace Ductile Iron Safety and Reliability/Structural 7632 Central Operating Area CLARK TWP Limoli La. ( Oak Ridge Rd. to Orchard Terr.) $ 159,9.00 Replace Ductile Iron 6 CI System Flows and Pressure 5485 Coastal Operating Area COLTS NECK Colts Neck Swimming River MM 30 in PCCP Transmission Main $ 716, Replace Ductile Iron Relocation/Opportunity 283 Central Operating Area CRANFORD TWP Cranford Centennial AveAt GSP 22 foot depth water main $ 252, Replace Ductile Iron Safety and Reliability/Structural 302 Central Operating Area CRANFORD TWP Cranford Aberdeen Court between Chester Lane $ 48, Replace Ductile Iron Safety and Reliability/Structural 30 Cranford Replace 2500 LF of 2" and 6" main along Springfield Ave, 808 Central Operating Area CRANFORD TWP Crescent Place and Romore Plaace $ 470, Replace Ductile Iron System Flows and Pressure Page 13 of 66

188 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Cranford Cement Line 80 LF of 6 cast iron mains in Romore Place, Park Drive, Doering Way, Balmiere Parkway, West End Place, Hampton Road, Lincoln Park East and Centennial Ave (between South 809 Central Operating Area CRANFORD TWP Avenue and Lincoln Avenue). $ 910, Rehab 80 6 Other System Flows and Pressure Cranford Replace or structurally line approximately 200 LF of 12 cast Central Operating Area CRANFORD TWP iron main at the Rahway River and Riverside Drive $ 80, Rehab Other Safety and Reliability/Structural 811 Central Operating Area CRANFORD TWP Cranford Cement Line 100 LF of 12" and 16" mains. $ 1,702, Rehab Other System Flows and Pressure 5305 Central Operating Area CRANFORD TWP Hillside Ave. Tunnel Project $ 75, Replace 8 Steel Relocation/Opportunity Central Operating Area CRANFORD TWP Willow St. ( from Brookside to West End ) $ 364, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 284 Central Operating Area CRANFORD TWP Cranford Chestnut Street4" main 300 ft $ 54,000 Replace Ductile Iron System Flows and Pressure Q Central Operating Area CRANFORD TWP Brookdale Pl. ( Brookdale Rd. to Dead End ) $ 56,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Q Central Operating Area CRANFORD TWP Victoria Ct. ( Moss La. to Dead End ) $ 37,625 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Q Central Operating Area CRANFORD TWP North Ave. ( Gallows Hill Rd. to Carpenter Pl. ) $ 1,3,050 Rehab 8, Cast Iron 10's 12 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Wadsworth Terr. ( Orange Ave. to Cranford Ave. ) $ 368,000 Replace 1,840 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6954 Central Operating Area CRANFORD TWP S. Union Ave. ( Lexington to W. Lincoln ) $ 640,400 Replace 3,202 8 Ductile Iron 10's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Retford Ave. ( Lexington to W. Lincoln ) $ 621,0 Replace 3,108 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Oak La. ( Manor to Dead End ) $ 518,000 Replace 2,5 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Lenox Ave. ( Casino to N. Union ) $ 185,800 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area CRANFORD TWP Middlebury La. ( from Gallows Hill to Canterbury ) $ 156,0 Replace Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Indian Spring Rd. to Makatom Dr. looping back to Orchard. $ 578,780 Replace 2,703 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Colby La. ( Dead End to Dead End ) $ 297,130 Replace 1,396 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Pittsfield St. ( from Orchard to Berkeley ) $ 207,475 Replace Ductile Iron 10 6 CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Hampton St. ( from Orchard to Berkeley ) $ 239,235 Replace 1,128 8 Ductile Iron 10 6 CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Berkeley Pl. (from West End to Hampton ) $ 145,125 Replace Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area CRANFORD TWP Elmora Ave. ( to Dead End ) $ 16, Replace 95 6 Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Central Operating Area CRANFORD TWP N. Lehigh Ave. ( Centennial Ave. to High St. ) $ 384, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 6958 Central Operating Area CRANFORD TWP N. Lenhome Dr. ( Chester Lang to Lenhome ) $ 321, Replace 17 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6959 Central Operating Area CRANFORD TWP S. Lenhome Dr. ( Denman to Walnut ) $ 267, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 69 Central Operating Area CRANFORD TWP Holly St. ( Orchard to Springfield ) $ 364, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6961 Central Operating Area CRANFORD TWP Georgia St. ( Fairfield to Lexington ) $ 277, Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 6962 Central Operating Area CRANFORD TWP Fiske Terr. ( Tuxedo to No. Union ) $ 112, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6963 Central Operating Area CRANFORD TWP Crane Pky. ( Mendell to Collins ) $ 399, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6964 Central Operating Area CRANFORD TWP Connecticut St. ( Clark to Lexington ) $ 155,0.00 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6965 Central Operating Area CRANFORD TWP Carolina St. ( Fairfield to Lexington ) $ 272, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6966 Central Operating Area CRANFORD TWP Buchanan St. ( Centennial to Dead End ) $ 163,0.00 Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 7300 Central Operating Area CRANFORD TWP Lincoln Ave. ( Walnut St. to Retford Ave. ) $ 0, Replace Ductile Iron System Flows and Pressure 7508 Central Operating Area CRANFORD TWP W. Lincoln Ave. ( Retford to South Ave. ) $ 629, Replace Ductile Iron CI System Flows and Pressure 7595 Central Operating Area CRANFORD TWP Elmora Ave. ( Replace old 2" w/103' of 6" DIP ) $ 18, Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area DEAL Sydney Ave. 4" CI BTWN Atlantic Ave. & Richmond Ave. Revised $,000 Replace 0 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2018Q Coastal Operating Area DEAL Sydney Ave. 4" CI & 6" CI $ 400,000 Replace 4,000 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2018Q4 582 Coastal Operating Area DEAL Deal Phillips Ave, From Norwood to HOT 306 $ 250,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 583 Coastal Operating Area DEAL Deal Railrood Ave, from Phillips to Brighton $ 140,000 Replace Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability/Structural Deal Main Replacement Runyan ave Deal. From Norwood to end of DEAL 5493 Coastal Operating Area street $,000 Replace Ductile Iron 1940's 2 Galvanized Steel Water Quality 7799 Coastal Operating Area DEAL Marine Place 4" CI & 6" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural 7800 Coastal Operating Area DEAL Darlington Road 4" CI, 4" DI & 6" CI $ 410,000 Replace 4,100 8 Ductile Iron DI Safety and Reliability/Structural 7801 Coastal Operating Area DEAL Roseld Ave. 4" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7802 Coastal Operating Area DEAL Deal Esplanade 4" CI $ 210,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 7803 Coastal Operating Area DEAL Roseld Court 2.25 CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 7804 Coastal Operating Area DEAL Norwood Ave. 2.25" CI & 6" CI $ 200,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 7805 Coastal Operating Area DEAL Runyan Ave. 2" CI & 6" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural 7806 Coastal Operating Area DEAL Lehman Ave. 2' CI and 6" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 8271 Coastal Operating Area DEAL Morgan Ave. 4" CI $ 180,000 Replace 0 6 Ductile Iron CI Safety and Reliability/Structural 8273 Coastal Operating Area DEAL Almyr Ave. 2" CI & 2.25" CI $ 4,000 Replace 1,800 6 Ductile Iron CI Safety and Reliability/Structural 8275 Coastal Operating Area DEAL Popular Ave. 4" CI $,000 Replace 0 6 Ductile Iron CI Safety and Reliability/Structural 8278 Coastal Operating Area DEAL Wyckoff St. 4" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area DEAL Phillips Ave. 4" CI & 6" CI $ 1,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8284 Coastal Operating Area DEAL Campbell CT. 4" CI & 6" CI $ 140,000 Replace Ductile Iron 19 4 CI Safety and Reliability/Structural 8287 Coastal Operating Area DEAL Whitehall Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8292 Coastal Operating Area DEAL W. Morgan Ave. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area DEAL Woodford Rd. 4" CI, 6" CI & 6"AC $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 50 Coastal Operating Area DEAL Stratford Place $ 1, Replace 0 8 Ductile Iron 1930's 4 Cast Iron Water Quality DELANCO Delanco / Beverly Colgate Ave, Soucher Ave, Princeton Ave, Nicholas Ave, Ashton Ave, Detwiler Ave, Perkins Ln, Kansas Ave, Iowa Ave, West Ave, Illinois Ave, Carrier Ave, Putnam St, Wheatley Ave, Lee Ave, and 8581 Southwest Operating Area Erhardt Avenue $ 2,850,000 Replace 14,056 8 Ductile Iron AC Safety and Reliability/Structural Delanco Franklin St, Poplar St, Pennsylvania Ave, Walter Ave, DELANCO 8830 Southwest Operating Area Washington St, Walnut St, Chestnut St, Laurel St Between $ 2,739,800 Replace 14,409 8 Ductile Iron DI Safety and Reliability/Structural 8913 Southwest Operating Area DELANCO Walter Ave & Washington Street & Orchard St $ 410,000 Replace 2,132 8 Ductile Iron CI Safety and Reliability/Structural 8925 Southwest Operating Area DELANCO 2nd Street, Peachtree Street, Magnolia Lane, Fenimore Lane $ 700,000 Replace 3,652 8 Ductile Iron 19 6 AC Relocation/Opportunity Delanco Union Avenue, Poplar Street, Laurel Street, Walnut Street, 9469 Southwest Operating Area DELANCO Spruce Street South side of Burlington Avenue $ 0,000 Replace Ductile Iron CI Sustained Economic Growth 449 Southwest Operating Area DELRAN Rancocas Creek HS Crossing $ 3,000, Replace HDPE 1950's 12 Cast Iron Relocation/Opportunity 7712 Southwest Operating Area DELRAN Drexel Ave & Geneva St $ 350,000 Replace 2,012 8 Ductile Iron AC Relocation/Opportunity 2017Q4 349 Southwest Operating Area DELRAN Delran Route 130 crossing at Haines Mill Road at MacDonalds $ 100,000 Replace Ductile Iron 1950's 12 Steel Safety and Reliability/Structural 30 DELRAN Delran Edgewood Ave, Howard St, Fordham St, Colby Ave, Baylor Ave, Brown St, Junita Ave, Linfield Ave, Ithaca Ave, 5th Street Multiple 8577 Southwest Operating Area Intersections $ 2,698,000 Replace 14,065 8 Ductile Iron AC Safety and Reliability/Structural Page 14 of 66

189 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter DELRAN Delran 8th Street, South Chester Avenue, Greenwood Avenue, Norwich Avenue, Rancocas Avenue, Oak Street, Delaware Avenue and 8579 Southwest Operating Area Greenwood Avenue $ 2,310,400 Replace 12,635 8 Ductile Iron 19 8 CI Safety and Reliability/Structural 8824 Southwest Operating Area DELRAN Delran Beverly Road Between Jeffrey Lane to Belle Lane $ 342,000 Replace 1,749 6 Ductile Iron CI Safety and Reliability/Structural Delran Georgetown Road Between Phesant Run DRive to Welleleet DELRAN 8826 Southwest Operating Area Road $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural Delran Meadowview Drive, Foxcroft Drive and Barberry Drive DELRAN 8827 Southwest Operating Area Between Waterford Drive to Woodhaven Drive $ 866,400 Replace 4,541 8 Ductile Iron CI Safety and Reliability/Structural 6995 Central Operating Area DUNELLEN BOROUGH Fairview Ave. ( Walnut to Center ) $ 322,200 Replace 1,611 8 Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area DUNELLEN BOROUGH South Ave. & Grove St. ( Hall St. to New Market Rd.) $ 540,000 Replace 2,700 8 Ductile Iron 6 CI Safety and Reliability/Structural 2018Q Central Operating Area DUNELLEN BOROUGH Lehigh St. ( High St. to Fairview Ave. ) $ 1,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 2018Q Central Operating Area DUNELLEN BOROUGH 2nd Street ( Schwartz Pl. to Lincoln Ave. ) $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area DUNELLEN BOROUGH 1st Street ( N. Washington Ave. to Schwartz Pl. ) $ 8,000 Replace 3,040 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area DUNELLEN BOROUGH N. Avenue Ext. ( Pulaski St. to Bound Brook Rd. ) $ 3,000 Replace 1,800 8 Ductile Iron 6 CI Safety and Reliability/Structural 9188 Central Operating Area DUNELLEN BOROUGH Pulaski St. ( Bound Brook Rd. to Terminus ) $ 420,000 Replace 1,0 8 Ductile Iron 6 CI Safety and Reliability/Structural 9192 Central Operating Area DUNELLEN BOROUGH Walnut St./ 678 ( Pulaski St. to W. 4th St. ) $ 800,000 Replace 4,000 8 Ductile Iron 6 CI Safety and Reliability/Structural 9193 Central Operating Area DUNELLEN BOROUGH Prospect Ave. ( Grove St. to Center St. ) $ 0,000 Replace 3,000 8 Ductile Iron 6 CI Safety and Reliability/Structural 9195 Central Operating Area DUNELLEN BOROUGH Whittier Ave. ( New Market Rd. to Center St.) $ 520,000 Replace 2,0 8 Ductile Iron 6 CI Safety and Reliability/Structural 9196 Central Operating Area DUNELLEN BOROUGH New Market Rd./665 ( S. Washington Ave. to Bache Pl ) $ 500,000 Replace 2,500 8 Ductile Iron 6 CI Safety and Reliability/Structural 9202 Central Operating Area DUNELLEN BOROUGH Bache Pl. ( New Market Rd. to Terminus ) $ 100,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 9206 Central Operating Area DUNELLEN BOROUGH S. Madison Ave. (Walnut St. to Center St. ) $ 328,000 Replace 1,640 8 Ductile Iron 6 CI Safety and Reliability/Structural 9220 Central Operating Area DUNELLEN BOROUGH Penfield Pl. & Maple Ave. ( New Market Rd. to Terminus ) $ 540,000 Replace 2,700 8 Ductile Iron 6 CI Safety and Reliability/Structural 9221 Central Operating Area DUNELLEN BOROUGH Columbia St. ( S.Washington Ave. to Terminus ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 9155 Central Operating Area DUNELLEN BOROUGH Lincoln Ave. ( Mountain View Terrace to North Ave ) $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 9156 Central Operating Area DUNELLEN BOROUGH 3rd Street ( Sanford Ave. to N. Washington Ave/529 ) $ 440,000 Replace 2,200 8 Ductile Iron 6 CI Safety and Reliability/Structural 9164 Central Operating Area DUNELLEN BOROUGH 4th Street ( 3rd St. to Terminus ) $ 5,000 Replace 2,800 8 Ductile Iron 6 CI Safety and Reliability/Structural 9168 Central Operating Area DUNELLEN BOROUGH Mountain View Terrace ( Lincoln Ave. to Terminus ) $ 208,000 Replace 1,040 8 Ductile Iron 6 CI Safety and Reliability/Structural 9189 Central Operating Area DUNELLEN BOROUGH N. Washington Ave./ 529 ( 1st Street to Mountain View Terrace ) $ 404,000 Replace 2,020 8 Ductile Iron 6 CI Safety and Reliability/Structural 91 Central Operating Area DUNELLEN BOROUGH Madison Ave. ( 1st Street to Mountain View Terrace ) $ 324,000 Replace 1,620 8 Ductile Iron CI Safety and Reliability/Structural 6993 Central Operating Area DUNELLEN BOROUGH 1st St. ( N. Washington to Dead End ) $ 505, Replace Ductile Iron 10's 6 Cast Iron System Flows and Pressure 6994 Central Operating Area DUNELLEN BOROUGH 2nd St. ( N. Washington to Jefferson ) $ 325, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 6996 Central Operating Area DUNELLEN BOROUGH Jefferson Ave. ( North to 1st ) $ 217, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6997 Central Operating Area DUNELLEN BOROUGH Madison Ave. ( North to 1st ) $ 222, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6998 Central Operating Area DUNELLEN BOROUGH Oak Parkway ( New Market to Maple ) $ 266, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6999 Central Operating Area DUNELLEN BOROUGH Orange St. ( New Market to S. Washington ) $ 118,0.00 Replace Ductile Iron Unknown 6 Cast Iron System Flows and Pressure 7000 Central Operating Area DUNELLEN BOROUGH N. Washington Ave. ( North to 1st ) $ 219, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 07 Southwest Operating Area EASTAMPTON TWP Eastampton Worchester Court Northumberland Drive to Dead End $ 57, Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Essex Court Northumberland Drive to Dead End $ 47, Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Oxford Court Knightsbridge Road to Dead End $ 57, Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Bedford Court Nottingham Way to Dead End $ 95,000 Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Eastampton Darby Circle (West) and Darby Circle (East) EASTAMPTON TWP 5996 Southwest Operating Area Knightsbridge Road to Knightsbridge Road $ 228,000 Replace 1,200 8 Ductile Iron 1970's 2 PVC System Flows and Pressure 5997 Southwest Operating Area EASTAMPTON TWP Eastampton Kent Court Lancashire Drive to Dead End $ 47,500 Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Surrey Court Lancashire Drive to Dead End $ 47,500 Replace Ductile Iron 1970's 2 PVC Safety and Reliability/Structural Southwest Operating Area EASTAMPTON TWP Eastampton Lancashire Drive Lancashire Drive to Dead End $ 57,000 Replace Ductile Iron 1970's 1 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton York Circle Nottingham Way to Nottingham Way $ 85,500 Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Suffolk Court Nottingham Way to Dead End $ 1,000 Replace 1,000 4 Ductile Iron 1970's 3 PVC System Flows and Pressure 02 Southwest Operating Area EASTAMPTON TWP Eastampton Prince William Court Nottingham Way to Dead End $ 57,000 Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Stafford Court Nottingham Way to Dead End $ 66,500 Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Kinsley Court Kingsely Road to Kinsley Road $ 66,500 Replace Ductile Iron 1970's 1 PVC System Flows and Pressure Southwest Operating Area EASTAMPTON TWP Eastampton Berwick Court Nottingham Way to Dead End $ 95,000 Replace Ductile Iron 1970's 2 PVC System Flows and Pressure Eastampton Woondlane Road (EAST) Between Front Street to HESA EASTAMPTON TWP 7549 Southwest Operating Area 23 $ 1,350,000 Replace 6, Ductile Iron CI Relocation/Opportunity Eastampton Monmouth Rd, Juniper St, Lakeview Ter, Hunters Cir, EASTAMPTON TWP Sherwood DR, Elizabeth Ct, Arden Ln, Shelmore Rd, Hampton Dr, Carol 8712 Southwest Operating Area Ct Between Ashurst Lane to Woodlane Road $ 1,710,000 Replace 8,994 8 Ductile Iron AC Safety and Reliability/Structural Eastampton Powell Road, Durham Terrace and Northumberland Drive EASTAMPTON TWP 8715 Southwest Operating Area Between Northumberland Drive to Woodcrest Drive $ 1,297,800 Replace 6, Ductile Iron AC System Flows and Pressure Eastampton Jacksonville Road, Acadia Court, Tudor Court Between EASTAMPTON TWP 8716 Southwest Operating Area Woodlane Road to End of Area $ 7,000 Replace 3,943 8 Ductile Iron 19 6 AC Sustained Economic Growth Eastampton Stafford Ct, Suffolk Ct, York Cir, Darby Circle EASTAMPTON TWP 8834 Southwest Operating Area Nottingham Way to End of Roadway $ 941,500 Replace 5,203 4 Ductile Iron PVC Safety and Reliability/Structural 584 Coastal Operating Area EATONTOWN Eatontown Elizebeth Pky, From Broad way to terminus $ 210, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 585 Coastal Operating Area EATONTOWN Eatontown Grant Ave, From Alexandria to 36 $ 270, Replace Ductile Iron Safety and Reliability/Structural 586 Coastal Operating Area EATONTOWN Eatontown Taylor Pl, from Maxwell to terminus $ 75, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 5557 Coastal Operating Area EATONTOWN Eatontown Locust Ave main replacement $ 102,000 Replace Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability 7500 Coastal Operating Area EATONTOWN Tinton ave at Rail Road crossing $ 100,000 Replace Ductile Iron Safety and Reliability Coastal Operating Area EATONTOWN Willow Street Main Replacement $ 30, Replace Cast Iron Safety and Reliability 7499 Coastal Operating Area EATONTOWN Replace 2.25 inch CI on Mill Street Eatontown $ 180, Replace Ductile Iron Relocation/Opportunity 6619 Southwest Operating Area EDGEWATER PARK Edgewater Park Cherix Ave Franklin Ave to Washington Ave $ 1,000 Replace 1,000 8 Ductile Iron Unknown 8 Unknown Safety and Reliability EDGEWATER PARK Edgewater Park S. Garden Blvd, Laurel Rd, Adams Ave, N. Garden Blvd, Blossom Ln, Washington Ave, Cherrix Ave, Hendrickson Ave, Coolidge Ave, Otto Ave, E. Franklin Ave, Stevenson Ave, Severs Ave 8599 Southwest Operating Area Between Cooper Street to Cleveland Avenue $ 3,518,800 Replace 18,506 8 Ductile Iron 19 6 AC Safety and Reliability/Structural 7645 Southwest Operating Area EDGEWATER PARK Edgewater Park Johnson Place $ 42, Replace Ductile Iron 19 2 CI Relocation/Opportunity Central Operating Area EDISON TWP Edison Inman Avenue at Grove Street $ 37, Replace Ductile Iron Relocation/Opportunity Central Operating Area EDISON TWP 30" Valve Oak Tree Facility $ 42, Replace 1 30 Ductile Iron Safety and Reliability Coastal Operating Area EGG HARBOR TWP Egg Harbor Twsp. Fire Road from Mill Road to 3187 Fire Road $ 250, Replace Ductile Iron Relocation/Opportunity 156 Coastal Operating Area EGG HARBOR TWP Cordova Ave. Bay Dr. Blk. Horse Pike $ 112,500 Replace PVC 1920's 2 Galvanized Steel Safety and Reliability/Structural Page 15 of 66

190 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 157 Coastal Operating Area EGG HARBOR TWP Toledo Ave. Bay Dr. Blk. Horse Pike $ 93,750 Replace PVC 1920's 2 Galvanized Steel Safety and Reliability/Structural 30 Longport Somers Point Rd between Launch Ave and 800' east of EGG HARBOR TWP 6941 Coastal Operating Area Anchorage Dr $ 800,000 Replace 3, PVC 1970's 10 Ductile Iron Safety and Reliability/Structural 8312 Coastal Operating Area EGG HARBOR TWP Fire Road from Hingston Avenue to 3187 Fire Road $ 580,250 Replace 2, Ductile Iron CI System Flows and Pressure 8343 Coastal Operating Area EGG HARBOR TWP Black Horse Pike including Lyons, Frankfort and Toulon $ 655,000 Replace 2,070 8 Ductile Iron CI Safety and Reliability/Structural Black Horse Pike between Palermo Avenue to Plaza Place, Including EGG HARBOR TWP 8344 Coastal Operating Area Palermo Avenue $ 477,500 Replace 1,665 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8345 Coastal Operating Area EGG HARBOR TWP Black Horse Pike from Fox Place to Atlantic City boarder $ 1,050,000 Rehab 3, PVC DI Safety and Reliability/Structural 7211 Coastal Operating Area EGG HARBOR TWP Zion Rd Bridge Phase I $ 98, Replace Ductile Iron Safety and Reliability/Structural 7866 Central Operating Area ELIZABETH CITY Elizabethtown Plaza ( Btw. Caldwell Pl. & Rahway Ave. ) $ 137, Replace 4 10 Ductile Iron 10 6 CI System Flows and Pressure Coastal Operating Area FAIR HAVEN Woodland Dr. River Road to Linden $ 300, Replace Ductile Iron 1930's 2 Galvanized Steel System Flows and Pressure 572 Coastal Operating Area FAIR HAVEN Cedar Ave. 3rd to Foreman St. $ 142, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 7215 Coastal Operating Area FAIR HAVEN Woodland Rd $ 109,080 Replace 6 8 Ductile Iron System Flows and Pressure 2017Q4 570 Coastal Operating Area FAIR HAVEN Brookside Ave Woodlawn to Linden $ 76,000 Replace Ductile Iron 1930's 2 Galvanized Steel System Flows and Pressure Coastal Operating Area FAIR HAVEN Hillside Pl. Buena Vista to terminus $ 105,000 Replace Ductile Iron 1930's 2 Galvanized Steel System Flows and Pressure 573 Coastal Operating Area FAIR HAVEN Forman Street Cedar to Hance Ave. $ 225,000 Replace 1,500 8 Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability/Structural 8092 Coastal Operating Area FAIR HAVEN Highland Ave. 2" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 8093 Coastal Operating Area FAIR HAVEN Heights Terrace 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 8094 Coastal Operating Area FAIR HAVEN S. Woodland Dr. 2" CI $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 8095 Coastal Operating Area FAIR HAVEN Katherine Street 2.5" CI $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 8096 Coastal Operating Area FAIR HAVEN Lockwood Pl. 4" CI & 2" CI $ 108,000 Replace Ductile Iron CI Safety and Reliability/Structural 8097 Coastal Operating Area FAIR HAVEN Sycamore Ln. 6" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN Doughty Ln. 4" PVC & 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN Elm Pl. 6" CI $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN Milton Ln. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN Gillespie Ave. 4" CI BTWN River Road & De Normandie Ave. $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 8103 Coastal Operating Area FAIR HAVEN Fair Haven Rd. 2" CI, 4" CI, & 6" AC $ 520,000 Replace 2,0 8 Ductile Iron CI Safety and Reliability/Structural 8104 Coastal Operating Area FAIR HAVEN Pine Tree Ln. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN Browns Ln. 2" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8106 Coastal Operating Area FAIR HAVEN Park Ln. 2" CI $ 1,200 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8107 Coastal Operating Area FAIR HAVEN Park Ln. 6" AC BTWN Laurel Dr. & Oak Pl. $ 164,000 Replace Ductile Iron AC Safety and Reliability/Structural 8108 Coastal Operating Area FAIR HAVEN 3rd St. 6" CI $ 700,000 Replace 3,500 8 Ductile Iron CI Safety and Reliability/Structural 8109 Coastal Operating Area FAIR HAVEN Crozier Ct. 1.5" CI & 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8110 Coastal Operating Area FAIR HAVEN Church St. 2" CI & 6" CI $ 384,000 Replace 1,920 8 Ductile Iron CI Safety and Reliability/Structural 8111 Coastal Operating Area FAIR HAVEN Hagger Ln. 2.5"CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8112 Coastal Operating Area FAIR HAVEN Riverlawn Dr. 2" CI & 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 8113 Coastal Operating Area FAIR HAVEN Battin Rd. 4" CI, 6" CI & 2" CI $ 640,000 Replace 3,200 8 Ductile Iron CI Safety and Reliability/Structural 8114 Coastal Operating Area FAIR HAVEN Locust Ave. 2" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8115 Coastal Operating Area FAIR HAVEN Navesink Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8116 Coastal Operating Area FAIR HAVEN Timber Court 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN 1st Street 2" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 8118 Coastal Operating Area FAIR HAVEN Parker Ave. 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 8119 Coastal Operating Area FAIR HAVEN Smith St. 2" CI & 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8 Coastal Operating Area FAIR HAVEN Jackson St. 2" CI $ 272,000 Replace 1,3 8 Ductile Iron CI Safety and Reliability/Structural 8122 Coastal Operating Area FAIR HAVEN Colonial Ct. 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN 2nd St. 2" CI & 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8124 Coastal Operating Area FAIR HAVEN Dartmouth Ave. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8125 Coastal Operating Area FAIR HAVEN Grange Walk 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN Park Ave. 2" CI $ 152,000 Replace 7 8 Ductile Iron CI Safety and Reliability/Structural 6319 Coastal Operating Area FAIR HAVEN Public Rite away off of Hance Rd for #'s 65, 59, 29 & 25 Hance $ 80, Replace HDPE 1950's 1 Other Water Quality 6342 Coastal Operating Area FAIR HAVEN Willow Street Main Replacement $ 123, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability 7033 Coastal Operating Area FAIR HAVEN Gillespie Ave $ 25, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area FAIR HAVEN Tyson $ 115, Replace Other 1950's 6 Cast Iron Water Quality 7218 Coastal Operating Area FAIR HAVEN Chestnut Street Main Replacement $ 142, Replace Ductile Iron Water Quality 7219 Coastal Operating Area FAIR HAVEN 1st St Main Replacement $ 187, Replace Cast Iron System Flows and Pressure 5483 Central Operating Area FANWOOD LaGrande Ave. ( Terrill Rd. to South Ave. ) $ 1,000, Rehab Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 5487 Central Operating Area FANWOOD Pleasant Ave. ( N. Martine to Westfield Rd.) $ 663, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 5489 Central Operating Area FANWOOD Forest Rd. ( Btw. Montrose and Midway ) $ 273, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 5668 Central Operating Area FANWOOD Fanwood Distribution System Improvements $ 16,681, Base Project Cast Iron Unknown 6 Cast Iron System Flows and Pressure 5669 Central Operating Area FANWOOD 2014 Fanwood Cleaning & Lining $ 4,750, Rehab Cast Iron System Flows and Pressure Martine Ave from South Ave to Trenton and Trenton Ave from Martine 5670 Central Operating Area FANWOOD to School $ 815, Replace Ductile Iron System Flows and Pressure 5488 Central Operating Area FANWOOD Paterson Rd. $ 671,000 Replace 3,355 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area FANWOOD Beech Ave. ( LaGrande to South ) $ 399,200 Replace 1,996 8 Ductile Iron 10's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Burns Way ( Helen to S. Martine ) $ 312,200 Replace 1,561 8 Cast Iron 1970's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Forest Rd. ( Midway to North ) $ 267,000 Replace 1,335 8 Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Russell Rd. ( Midway to North ) $ 400,400 Replace 2,002 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD Woodland Ave. ( N. Martine to Dead end ) $ 422,400 Replace 2,112 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area FANWOOD North Ave. ( Terrill Rd. to Midway ) $ 1,575, Replace Ductile Iron 1920's 24 Cast Iron Safety and Reliability/Structural 56 North Operating Area FAR HILLS Far Hills Liberty Corner (Far Hills) Road $ 4, Replace Ductile Iron Safety and Reliability/Structural 115 North Operating Area FAR HILLS Far Hills Layton Road culvert replacement $ 32, Replace Ductile Iron Relocation/Opportunity North Operating Area FAR HILLS DOUGLAS RD $ 0,000 Replace 4,500 8 Ductile Iron Unknown 3 Cast Iron System Flows and Pressure 2020Q4 9 Central Operating Area FRANKLIN TWP Franklin Marcy Court from Griggs to Markham Road $, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area FRANKLIN TWP Franklin Griggs Streetfrom Cedar to Marcy $ 147, Replace Ductile Iron Safety and Reliability/Structural 13 Central Operating Area FRANKLIN TWP Franklin Markham RoadMarcy Street to Thomas Road $ 45, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area FRANKLIN TWP Franklin Thomas RoadFordham to cul de sac $ 213, Replace Ductile Iron Safety and Reliability/Structural 15 Central Operating Area FRANKLIN TWP Franklin Darwin RoadThomas to Norfolk Road $ 101, Replace Ductile Iron Safety and Reliability/Structural 16 Central Operating Area FRANKLIN TWP Franklin Norfalk RoadFordham to cul de sac $ 117, Replace Ductile Iron Safety and Reliability/Structural 17 Central Operating Area FRANKLIN TWP Franklin Fordham RoadThomas to cul de sac $ 225, Replace Ductile Iron Safety and Reliability/Structural 5246 Central Operating Area FRANKLIN TWP Ulysses Road from Fordham to Marcy $ 250, Replace Ductile Iron Safety and Reliability/Structural Page 16 of 66

191 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5276 Central Operating Area FRANKLIN TWP Regent Street / Maple Ave. $ 200, Replace Ductile Iron Safety and Reliability/Structural 5285 Central Operating Area FRANKLIN TWP Franklin Twp. Marcy Street Griggs St to Reid $ 350, Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 5286 Central Operating Area FRANKLIN TWP Franklin Twp. Marcy Street Griggs St to Reid $ 350, Replace Ductile Iron Safety and Reliability/Structural 5417 Central Operating Area FRANKLIN TWP Bates Ct Main Reolacement $ 75, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area FRANKLIN TWP Laurel Avenue 8" Main replacement $ 350, Replace Ductile Iron 1930's 8 Cast Iron Safety and Reliability/Structural 11 Central Operating Area FRANKLIN TWP Franklin Nassau Streetfrom Griggs to Fort $ 42,000 Replace Ductile Iron Pre 10 6 Cast Iron Safety and Reliability/Structural Q4 12 Central Operating Area FRANKLIN TWP Franklin Fort Streetfrom Cedar to Nassau $ 112,500 Replace Ductile Iron Pre 10 6 Cast Iron Safety and Reliability/Structural 2018Q4 272 Coastal Operating Area FREEHOLD TWP Jamesburg Half Acre Road $ 275,000 Replace 1,500 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 5531 Central Operating Area FRENCHTOWN BOROUGH Frenchtown Trenton Ave (SR 29) from Hawke St to Washington St $ 3, Replace Ductile Iron System Flows and Pressure 7592 Central Operating Area FRENCHTOWN BOROUGH South Harrison St Main Replacement $ 100,000 Replace 10 6 Ductile Iron GALV Safety and Reliability Q Central Operating Area FRENCHTOWN BOROUGH 10TH Street Main Replacement $ 85, Replace 3 8 Ductile Iron 10's 2 Galvanized Steel Safety and Reliability/Structural Central Operating Area FRENCHTOWN BOROUGH 12th Street Main replacement $ 75, Replace 0 6 Ductile Iron Safety and Reliability/Structural 7382 Central Operating Area FRENCHTOWN BOROUGH 11th Street Main Replacement $, Replace Ductile Iron System Flows and Pressure Central Operating Area FRENCHTOWN BOROUGH 7th Street Main Replacement $ 100, Replace Ductile Iron System Flows and Pressure Central Operating Area FRENCHTOWN BOROUGH 6th Street Main Replacement $ 134, Replace Ductile Iron CI Safety and Reliability/Structural Central Operating Area FRENCHTOWN BOROUGH 6th Street Main replacement $ 162, Replace Ductile Iron CI Safety and Reliability/Structural 30 Moss Mill Road between Rt 9 and Lake Meone (Historic Smithville GALLOWAY 6936 Coastal Operating Area Parking) $ 114,000 Replace Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural Garwood/Cranford Rehab Ph LF of 16" main along Hemlock 305 Central Operating Area GARWOOD BOROUGH and Lexington Ave $ 740, Rehab Other System Flows and Pressure Garwood/Cranford Rehab Ph 2 12,400 Lf of Distribution mains NE of 306 Central Operating Area GARWOOD BOROUGH Unami Park $ 1,364, Rehab Other System Flows and Pressure Garwood/Cranford Rehab Ph Lf of Distribution mains SE of 309 Central Operating Area GARWOOD BOROUGH Unami Park $ 1,500, Rehab Other System Flows and Pressure 54 Central Operating Area GARWOOD BOROUGH Myrtle Ave. ( New St. to Park ) $ 64, Replace Ductile Iron System Flows and Pressure 30 Garwood/Cranford Rehab Ph Lf of Distribution mains S of GARWOOD BOROUGH 307 Central Operating Area Unami Park $ 1,875,000 Rehab 25,000 6 Other 1920's 6 Cast Iron System Flows and Pressure 2018Q4 Garwood/Cranford Rehab Ph Lf of Distribution mains N of GARWOOD BOROUGH 308 Central Operating Area Unami Park $ 1,725,000 Rehab 23,000 6 Other 1920's 6 Cast Iron System Flows and Pressure 2018Q4 Garwood/Cranford Rehab Ph1a 6,330 LF of 16" main along Clifton & GARWOOD BOROUGH 630 Central Operating Area Sycamore Ave $ 1,481,000 Rehab 6, Other 1920's 16 Cast Iron System Flows and Pressure 2018Q4 Garwood/Cranford Rehab Ph 2a 7,0 Lf of Distribution mains NE of GARWOOD BOROUGH 631 Central Operating Area Unami Park $ 836,000 Rehab 7,0 6 Other 1920's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area GARWOOD BOROUGH North Ave. ( 4th Ave. to Gallows Hill Rd. ) $ 1,164,375 Rehab 5, Cast Iron 1910's 12 Cast Iron System Flows and Pressure 2018Q Central Operating Area GARWOOD BOROUGH Willow Ave. ( New St. to Dead End ) $ 42, Replace Ductile Iron 1910's 2 Cast Iron System Flows and Pressure Central Operating Area GARWOOD BOROUGH Locust Ave. ( Center to Dead End ) $ 278, Replace 13 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 7008 Central Operating Area GARWOOD BOROUGH Myrtle Ave. ( Center to Grandview ) $ 522, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 7009 Central Operating Area GARWOOD BOROUGH Willow Ave. ( Center to Dead End ) $ 479, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure GIBBSBORO Gibbsboro Winding Way, Alden Road, Wedgewood Place, Alden Place, Hawthorne Road, Lambert Lane, Clearbrook Drive, and 8881 Southwest Operating Area Cedarcroft Road $ 1,820,200 Replace 9,580 8 Ductile Iron AC Safety and Reliability/Structural 73 Southwest Operating Area GIBBSBORO Farwood Road, Kingsbridge Road, Windsor Road $ 433, Replace 24 8 Ductile Iron Relocation/Opportunity Gibbsboro Kirkwood Road (CR 684) and Washington Avenue 7526 Southwest Operating Area GIBBSBORO Between Hillards Road to Gibbsboro Clementon Road (CR 686) $ 500, Replace Ductile Iron DI Safety and Reliability Gloucester Township Kennedy Drive West Jefferson Drive to 350 Southwest Operating Area GLOUCESTER TWP Madison Drive $ 266, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 497 Southwest Operating Area GLOUCESTER TWP Gloucester Twp Plantation Dr Fernwood to June Dr $ 250, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 8639 Southwest Operating Area GLOUCESTER TWP Prospect Place $ 40,000 Replace Ductile Iron CI Relocation/Opportunity Southwest Operating Area GLOUCESTER TWP 10th Avenue $ 1,000 Replace Ductile Iron 19 6 CI Relocation/Opportunity GLOUCESTER TWP Gloucester Twp E Evesham Road (CR 544), St. Mark Drive, San Pedro Drive, San Jose Drive, Marion Lane, Keller Road, 9th Avenue, Hamilton 8684 Southwest Operating Area Court, and Jefferson Court $ 1,292,000 Replace 7,194 8 Ductile Iron 19 6 AC Safety and Reliability/Structural Gloucester Twp Jefferson Drive, Valley Forge Place, Madison Drive, GLOUCESTER TWP 8688 Southwest Operating Area Hamilton Drive, Cedar Creek Drive and Colonial Court $ 1,523,800 Replace 8,020 8 Ductile Iron 19 8 CI Safety and Reliability/Structural 9450 Southwest Operating Area GLOUCESTER TWP Gloucester Township Charter Oak Avenue $ 17,000 Replace Ductile Iron 19 6 CI System Flows and Pressure 30 Gloucester Township Evelyn Avenue, 3rd Avenue, Wilson St, Wilson 7270 Southwest Operating Area GLOUCESTER TWP Avenue, 2nd Avenue all south of 4th Avenue $ 300, Replace Ductile Iron Safety and Reliability/Structural Gloucester Township Kennedy Blvd, Bull Run Road, Stoneybridge 7369 Southwest Operating Area GLOUCESTER TWP Road Chews Landing Road (CR 683) to Grant Drive $ 500, Replace Ductile Iron System Flows and Pressure Gloucester Township Eaton Place and Clement Drive West 7370 Southwest Operating Area GLOUCESTER TWP Somerdale Road to Hollyyoke Road / Tilford Road $ 115, Replace 0 8 Ductile Iron Safety and Reliability/Structural 7371 Southwest Operating Area GLOUCESTER TWP Gloucester Township Laguna Drive Beverly Drive to Pasadena Drive $ 1, Replace Ductile Iron Safety and Reliability/Structural 812 Central Operating Area GREEN BROOK TWP Green Brook Green Brook Rd. between Washington Ave. and Gold St. $ 195, Replace Ductile Iron Safety and Reliability/Structural 5226 Central Operating Area GREEN BROOK TWP Greenbrook Road from Washington Ave to Warrenville Road $ 1,100, Replace Ductile Iron Relocation/Opportunity 7010 Central Operating Area GREEN BROOK TWP Lenox Ave. ( Fitzrandolph to Highland ) $ 296,000 Replace 1,480 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area GREEN BROOK TWP Jefferson Ave. ( Bet. Maxall & 3rd Bridge Crossing $ 52,000 Rehab Other CI Safety and Reliability/Structural Q Central Operating Area GREEN BROOK TWP Mountain Pky. ( Blue Hills to Greenbrook ) $ 224, Replace Ductile Iron 1930's 8 Cast Iron System Flows and Pressure 7505 Central Operating Area GREEN BROOK TWP Mountain Parkway., Greenbrook $ 65, Replace Ductile Iron CI System Flows and Pressure Southwest Operating Area HADDON HEIGHTS Haddon Heights Sycamore Street, 10th to Bellmawr, done in 2011 $ 358, Replace Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 422 Southwest Operating Area HADDON HEIGHTS Haddon Heights W High Street Black Horse to Bellmawr $ 800, Replace Ductile Iron System Flows and Pressure 423 Southwest Operating Area HADDON HEIGHTS Haddon Heights West High Street Bellmawr to 12th $ 445, Replace Ductile Iron System Flows and Pressure Haddon Heights White Horse Pike (South) Highland Avenue to 5287 Southwest Operating Area HADDON HEIGHTS Garden Avenue $ 550, Replace Ductile Iron System Flows and Pressure Haddon Heights White Horse Pike (North) Kings Highway to Garden 5288 Southwest Operating Area HADDON HEIGHTS Avenue $ 506, Replace Ductile Iron System Flows and Pressure 5956 Southwest Operating Area HADDON HEIGHTS Haddon Heights 10th Avenue Green Street to West Park Avenue $ 140,0.00 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 72 Southwest Operating Area HADDON HEIGHTS Haddon Heights First Avenue, Crest Avenue, E High St $ 665,000 Replace 3,559 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Page 17 of 66

192 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Haddon Heights Chestnut Ave, Cedar Ave, Maple Ave, Lake St, HADDON HEIGHTS 7623 Southwest Operating Area Bellmawr ave, Oak Ave, Glenside Ave, Devon Ave, Glenview Ave $ 2,000,000 Replace 9,513 8 Ductile Iron CI System Flows and Pressure 2019Q4 Haddon Heights East High Street, East Atlantic Avenue to White HADDON HEIGHTS 424 Southwest Operating Area Horse Pike $ 95,000 Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 5334 Southwest Operating Area HADDON HEIGHTS Haddon Heights 4th Avenue East Kings Highway to Highland Avenue $ 855,000 Replace 4,500 8 Ductile Iron 10's 4 Cement Safety and Reliability Haddon Heights North Park Avenue and Station Avenue Green HADDON HEIGHTS 5957 Southwest Operating Area Street to White Hrose Pike $ 642,200 Replace 3,380 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure Haddon Heights South Park Avenue Bellmawr Avenue to Station HADDON HEIGHTS 5958 Southwest Operating Area Avenue $ 281,200 Replace 1,480 8 Ductile Iron 10's 4 Cast Iron Sustained Economic Growth 5959 Southwest Operating Area HADDON HEIGHTS Haddon Heights 3rd Avenue East Kings Highway to High Street $ 511,100 Replace 2,6 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 59 Southwest Operating Area HADDON HEIGHTS Haddon Heights 8th Avenue Garden Street to West High Street $ 163,400 Replace 8 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5961 Southwest Operating Area HADDON HEIGHTS Haddon Heights East High Street White Horse Pike to 4th Avenue $ 163,400 Replace 8 8 Ductile Iron 1950's 4 Cast Iron System Flows and Pressure Haddon Heights Narberth Avenue Wynnefield Avenue to South HADDON HEIGHTS 5962 Southwest Operating Area Black Horse Pike $ 129,200 Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure Haddon Heights Sylvan Drive and Courts (x3) Dallas Avenue to HADDON HEIGHTS 5963 Southwest Operating Area Glover Avenue $ 532,000 Replace 2,800 8 Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure Haddon Heights Green Atlantic Avenue (CR 729) Railroad HADDON HEIGHTS Southwest Operating Area Crossing $ 200,000 Replace Ductile Iron Safety and Reliability/Structural Haddon Heights Clements Bridge Road (NJ 41), Crest Avenue, and HADDON HEIGHTS 8594 Southwest Operating Area Garden Street $ 1,003,200 Replace 5,265 8 Ductile Iron CI Safety and Reliability/Structural 8933 Southwest Operating Area HADDON HEIGHTS Haddon Heights RRX at Haddon Street and E Atlantic Avenue $ 200,000 Replace Ductile Iron DI Safety and Reliability/Structural Southwest Operating Area HADDON HEIGHTS Haddon Heights RRX at Station Avenue and E Atlantic Avenue $ 200,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural Southwest Operating Area HADDON HEIGHTS Haddon Heights RRX at Green Street and E Atlantic Avenue $ 200,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural Southwest Operating Area HADDON TWP Haddon Township Berwick AVenue Black Horse Pike to Cold Spring $ 266,000 Replace 1,400 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5931 Southwest Operating Area HADDON TWP Haddon Township Lincoln Avenue Black Horse Pike to Dead End $ 336,300 Replace 1,770 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Haddon Township Delaware Avenue Pershing Avenue to HADDON TWP 5932 Southwest Operating Area Marlborough Avenue $ 285,000 Replace 1,500 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Haddon Township Marlborough Avenue Black Horse Pike to HADDON TWP 5933 Southwest Operating Area Nicholson Road $ 541,500 Replace 2,8 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5934 Southwest Operating Area HADDON TWP Haddon Township New York Avenue Nicholson Road to VHT $ 79,800 Replace Ductile Iron 1930's 1.5 Cast Iron System Flows and Pressure 5935 Southwest Operating Area HADDON TWP Haddon Township Shelburne Avenue Crescent Blvd to Dead End $ 81,700 Replace Ductile Iron 1930's 2 PVC System Flows and Pressure Southwest Operating Area HADDONFIELD Haddonfield Cleaning and Lining 2018 $ 2,200,000 Rehab 8,500 8 Other CI Safety and Reliability/Structural 2018Q4 Haddonfield Roberts Avenue East Kings Highway (CR 41) to Dead HADDONFIELD 7091 Southwest Operating Area End $ 342,000 Replace 1,800 8 PVC Safety and Reliability/Structural Haddonfield Roberts Avenue East Kings Highway (CR 41) to Dead HADDONFIELD 7092 Southwest Operating Area End $ 342,000 Replace 1,800 8 Ductile Iron Safety and Reliability/Structural 7093 Southwest Operating Area HADDONFIELD Haddonfield Clinton Avenue Bellevue Avenue to Oak Avenue $ 209,000 Replace 1,100 8 PVC Safety and Reliability/Structural 7094 Southwest Operating Area HADDONFIELD Haddonfield Clinton Avenue Bellevue Avenue to Oak Avenue $ 209,000 Replace 1,100 8 Ductile Iron Safety and Reliability/Structural Haddonfield Friends Avenue Lake Street to East Kings Highway (CR HADDONFIELD 7095 Southwest Operating Area 41) $ 1,000 Replace 1,000 8 PVC Safety and Reliability/Structural Haddonfield Friends Avenue Lake Street to East Kings Highway (CR HADDONFIELD 7096 Southwest Operating Area 41) $ 1,000 Replace 1,000 8 Ductile Iron Safety and Reliability/Structural Haddonfield Lake Street Haddon Avenue (CR 561) to Grove Street HADDONFIELD 7097 Southwest Operating Area (CR 644) $ 285,000 Replace 1,500 8 PVC Safety and Reliability/Structural Haddonfield Lake Street Haddon Avenue (CR 561) to Grove Street HADDONFIELD 7098 Southwest Operating Area (CR 644) $ 285,000 Replace 1,500 8 Ductile Iron Safety and Reliability/Structural Haddonfield West Cottage Avenue Warwick Road (CR 669) to South HADDONFIELD 7099 Southwest Operating Area Atlantic Avenue $ 228,000 Replace 1,200 8 PVC Safety and Reliability/Structural Haddonfield West Cottage Avenue Warwick Road (CR 669) to South HADDONFIELD 7100 Southwest Operating Area Atlantic Avenue $ 228,000 Replace 1,200 8 Ductile Iron Safety and Reliability/Structural Haddonfield Haddon Avenue (CR 561) Ellis Street (CR 651) to Marne HADDONFIELD 7101 Southwest Operating Area Avenue $ 931,000 Replace 4,0 8 PVC Safety and Reliability/Structural Haddonfield Haddon Avenue (CR 561) Ellis Street (CR 651) to Marne HADDONFIELD 7102 Southwest Operating Area Avenue $ 931,000 Replace 4,0 12 Ductile Iron Safety and Reliability/Structural Haddonfield Maple Avenue and Maple Court Grove Street (CR 644) HADDONFIELD 7264 Southwest Operating Area to End of Main $ 340,000 Replace 1,840 8 Ductile Iron Safety and Reliability/Structural Haddonfield W Redman Avenue, W Mount Vernon Avenue, Peyton HADDONFIELD Avenue, Linden Avenue, Truman Avenue, Briarcliff Court, Estaugh Avenue, N Atlantic Avenue, Landsdowne Avenue, Homestead Avenue, 8674 Southwest Operating Area W Euclid Avenue, and Woodland Avenue $ 2,6,400 Replace 14,1 8 Ductile Iron 6 CI Safety and Reliability/Structural Haddonfield W Summit Avenue, Evans Avenue, Mountwell Avenue, HADDONFIELD 8675 Southwest Operating Area and Jefferson Avenue $ 931,000 Replace 4,0 8 Ductile Iron 4 CI Safety and Reliability/Structural Haddonfield S Atlantic Avenue, Mountwell Avenue, Lafayette HADDONFIELD 8676 Southwest Operating Area Avenue, Jefferson Avenue, and W Park Avenue $ 1,231,200 Replace 6,480 8 Ductile Iron 4 CI Safety and Reliability/Structural Haddonfield SE Atlantic Avenue, W Park Avenue, Park Place, E HADDONFIELD Cottage Avenue, Spruce Street, Cleveland Boulevard, Park Lane and E 8677 Southwest Operating Area Summit Avenue $ 1,124,800 Replace 5,920 8 Ductile Iron 4 CI Safety and Reliability/Structural Haddonfield Birdwood Avenue, Hopkins Avenue, Windsor Avenue, HADDONFIELD 8678 Southwest Operating Area Merlon Avenue, Hawthrone Avenue, and Rhoads Avenue $ 2,048,200 Replace 10,780 8 Ductile Iron 4 CI Safety and Reliability/Structural Haddonfield Maple Avenue, Princeton Avenue, Ardmore Avenue, HADDONFIELD 8679 Southwest Operating Area Marne Avenue, and Maple Court $ 1,630,200 Replace 8,580 8 Ductile Iron 4 CI Safety and Reliability/Structural 84 Southwest Operating Area HADDONFIELD Haddonfield RRX at Kings Highway and Linden Avenue $ 200,000 Replace 4 12 Ductile Iron 10 CI Safety and Reliability/Structural 30 Haddonfield Grove Street (CR 644) From Coles Mill Road to Maple 7077 Southwest Operating Area HADDONFIELD Avenue $ 155, Replace PVC Safety and Reliability Haddonfield West Euclid Avenue From West End Avenue to Southwest Operating Area HADDONFIELD Avondale Avenue $ 41, Replace PVC Safety and Reliability/Structural Haddonfield West Euclid Avenue From West End Avenue to Southwest Operating Area HADDONFIELD Avondale Avenue $ 41, Replace Ductile Iron Safety and Reliability/Structural 7080 Southwest Operating Area HADDONFIELD Haddonfield Olney Circle From Centre Street to Dead End $ 76, Replace Ductile Iron Safety and Reliability/Structural Southwest Operating Area HADDONFIELD Haddonfield Olney Circle From Centre Street to Dead End $ 76, Replace PVC Safety and Reliability/Structural 30 Page 18 of 66

193 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Haddonfield Douglass Avenue and East Park Avenue From Lincoln 7082 Southwest Operating Area HADDONFIELD Avenue to Dead End $ 200, Replace 10 8 Ductile Iron Safety and Reliability/Structural Haddonfield Douglass Avenue and East Park Avenue From Lincoln 7083 Southwest Operating Area HADDONFIELD Avenue to Dead End $ 201, Replace 10 8 PVC Safety and Reliability/Structural Haddonfield Lakeview Avenue From Centre Street to Dead End 7084 Southwest Operating Area HADDONFIELD (Directional Drill to Haddonfield Berlin Road (CR 561) $ 313, Replace Ductile Iron Safety and Reliability/Structural Haddonfield Lakeview Avenue Centre Street to Dead End (Directional Drill under Cooper River to Haddonfield Berlin Road (CR 7085 Southwest Operating Area HADDONFIELD 561)) $ 313, Replace 10 8 PVC Safety and Reliability/Structural 7087 Southwest Operating Area HADDONFIELD Haddonfield Beechwood Avenue Grove Street (CR 644) to Dead End $ 400, Replace PVC Safety and Reliability/Structural 7088 Southwest Operating Area HADDONFIELD Haddonfield Beechwood Avenue Grove Street (CR 644) to Dead End $ 228, Replace 0 8 Ductile Iron Relocation/Opportunity 7089 Southwest Operating Area HADDONFIELD Haddonfield Narberth Avenue Merion Avenue to Dead End $ 1, Replace PVC Safety and Reliability/Structural Haddonfield Narberth Avenue and Somerset Drive Merion Avenue 70 Southwest Operating Area HADDONFIELD to Dead End $ 1, Replace Ductile Iron Safety and Reliability/Structural Haddonfield Grove Street (CR 644) Hopkins Lane to East Kings 7115 Southwest Operating Area HADDONFIELD Highway (CR 41) $ 380, Replace Ductile Iron Safety and Reliability Haddonfield Grove Street (CR 644) Glover Avenue to East Kings 7116 Southwest Operating Area HADDONFIELD Highway (CR 41) $ 380, Replace 0 8 PVC Safety and Reliability 392 Southwest Operating Area HAINESPORT TWP Hainesport Oak Avenue Maryland to Dead end $ 52, Replace Ductile Iron System Flows and Pressure 30 (CANCELED) Hainesport North Hunterdon Avenue 2nd St to 3rd St 5542 Southwest Operating Area HAINESPORT TWP and 3rd St from N Hunterdon Ave to N Cumberland Ave $ 161, Replace Ductile Iron 1940's 4 Asbestos Cement Water Quality Hainesport Marne Highway Washington Street to Broad Street and HAINESPORT TWP 5519 Southwest Operating Area Broad St, Marne Hwy to Edwin St $ 500,000 Replace 2, Ductile Iron 1970's 8 Cast Iron System Flows and Pressure 5539 Southwest Operating Area HAINESPORT TWP Hainesport North Cumberland Ave Marne Highway to HHAS 3 $ 250,000 Replace 1,272 8 Ductile Iron 1950's 6 Asbestos Cement Water Quality Hainesport 1st Street North Cumberland Avenue to North HAINESPORT TWP 5540 Southwest Operating Area Hunterdon Avenue $ 175,000 Replace Ductile Iron 1940's 4 Cast Iron Water Quality 5541 Southwest Operating Area HAINESPORT TWP Hainesport 2nd Street North Hunterdon Avenue to Dead End $ 210,000 Replace 1,100 6 Ductile Iron CI Water Quality Hainesport North Cumberland Avenue Marne Highway (CR 573) to HAINESPORT TWP 6981 Southwest Operating Area Dead End $ 247,000 Replace 1,300 8 Ductile Iron 1950's 6 Asbestos Cement Water Quality Hainesport North Hunterdon Avenue Marne Highway (CR 573) to HAINESPORT TWP 6982 Southwest Operating Area Dead End $ 215,000 Replace 1,100 8 Ductile Iron AC Water Quality Hainesport 3rd Street North Hunterdon Avenue to North HAINESPORT TWP 6983 Southwest Operating Area Cumberland Avenue $ 104,500 Replace Ductile Iron AC Water Quality 6984 Southwest Operating Area HAINESPORT TWP Hainesport 2nd Street North Hunterdon Avenue to Dead End $ 171,000 Replace 0 8 Ductile Iron 1950's 3 Asbestos Cement Water Quality Hainesport 1st Street North Hunterdon Ave to North Cumberland HAINESPORT TWP 6985 Southwest Operating Area Ave $ 95,000 Replace Ductile Iron 1940's 4 Cast Iron Water Quality Hainesport Maple Avenue (CR 682) Marne Highway to Hydrant HAINESPORT TWP Southwest Operating Area HHAS 7 $ 81,320 Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural Hainesport Township Delaware Avenue, Evergreen Ave, Spruce Ave, HAINESPORT TWP New Jersey Ave, Oak Ave, New York Ave, Pennsylvania Ave Between 8593 Southwest Operating Area Marne Highway to Marne Highway $ 2,527,000 Replace 13,258 8 Ductile Iron AC System Flows and Pressure Hainesport Twp Deacon Rd, Oak Rd, Pine Ln, Spruce Ln, Maple Ln HAINESPORT TWP 82 Southwest Operating Area Between Marne Highway to Tasker Avenue $ 3,249,000 Replace 17,021 8 Ductile Iron AC Safety and Reliability/Structural Hainesport Twp Maine Avenue, Haines Ave, Princess Ave, Royal HAINESPORT TWP Ave,Northampton Ave, Stokes Ave, Engleside Ave Between 38 to 85 Southwest Operating Area Lumberton Rd $ 1,151,400 Replace 6,029 8 Ductile Iron 19 2 PVC Sustained Economic Growth Hainesport Twp Glenwood Rd, Shefield Rd, Rockland Ter, Nassau Rd, HAINESPORT TWP Estate Rd, Hemsing Dr, Oak Landing Rd, Hollybrook Ave, Hickory Ct, Bellauh Ave, Eastlick Ave Between Route 38 to Main Street to End of 86 Southwest Operating Area Roadways $ 3,211,000 Replace 16,867 8 Ductile Iron 19 6 DI Safety and Reliability/Structural Hainesport Hainesport Mount Laurel Road Between Marne Highway HAINESPORT TWP 8691 Southwest Operating Area to Creek Road $ 770,000 Replace 3, Ductile Iron AC Safety and Reliability/Structural Hainesport South Cumberland Avenue Marne Highway to Atlantic Southwest Operating Area HAINESPORT TWP Avenue $ 86, Replace Ductile Iron 1940's 6 Cast Iron Water Quality Hainesport Middlesex Avenue Marne Highway (CR 573) to Atlantic 6987 Southwest Operating Area HAINESPORT TWP Avenue $ 114, Replace 0 8 Ductile Iron 1940's 6 Cast Iron Water Quality Hainesport South Hunterdon Avenue Marne Highway (CR 573) to 6988 Southwest Operating Area HAINESPORT TWP Atlantic Avenue $ 123, Replace Ductile Iron 1940's 6 Cast Iron Water Quality 6884 North Operating Area HARDING TWP HARDING Spring Valley Rd from Douglas to Meyersville $ 400,000 Replace 2,000 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 373 Southwest Operating Area HARRISON TWP Harrison Route 45 Earlington Avenue to Colson Lane $ 350, Replace Ductile Iron Relocation/Opportunity 374 Southwest Operating Area HARRISON TWP Harrison Spicer Street Rt 45 to Rt 77 $ 349, Replace Ductile Iron System Flows and Pressure 375 Southwest Operating Area HARRISON TWP Harrison Chatham Lane North Main Street 4" dead end with hydrant $ 210, Replace 0 6 Ductile Iron Safety and Reliability/Structural 376 Southwest Operating Area HARRISON TWP Harrison Earlington Ave Route 45 to Park Drive $, Replace 0 8 Ductile Iron Relocation/Opportunity 5405 Southwest Operating Area HARRISON TWP Harrison Twp Mullica Hill Road Route 322 $ 180, Replace Ductile Iron Safety and Reliability/Structural 5415 Southwest Operating Area HARRISON TWP Harrison Twp Arbour Lane N. Main St to End $ 72, Replace 4 4 Ductile Iron Safety and Reliability/Structural 30 Harrison Twp Donna Dr / Carolina Dr / Pennsville Pedricktown Rd / HARRISON TWP 70 Southwest Operating Area Perkintown Rd $ 1,200,000 Replace 5, Ductile Iron 10 8 CI Relocation/Opportunity 2018Q4 249 Coastal Operating Area HIGHLANDS Highlands Bay Street (from Woodland to Grand Tour) $ 180, Replace 0 8 Ductile Iron Safety and Reliability/Structural 5841 Coastal Operating Area HIGHLANDS Linden Ave Main Replacement $ 300, Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 5853 Coastal Operating Area HIGHLANDS Huddy Ave Main Replacement $ 210, Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 5854 Coastal Operating Area HIGHLANDS Atlantic St Main Replacement $ 142, Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 5843 Coastal Operating Area HIGHLANDS Waterwitch Ave Main Replacement $ 78,750 Replace Ductile Iron 1940's 8 Cast Iron System Flows and Pressure 2017Q4 Shore Drive Replacement of approximately 2500 LF of 6 inch CI with HIGHLANDS 7444 Coastal Operating Area 12 inch $ 0,000 Replace 2, Ductile Iron System Flows and Pressure 2017Q Coastal Operating Area HIGHLANDS N. Peak Street from Valley Ave to Terminus $ 70,000 Replace Ductile Iron CI Relocation/Opportunity 2017Q Coastal Operating Area HIGHLANDS Highlands Chestnut St / Oak St Replacement $ 135,000 Replace 0 6 Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability 2019Q Coastal Operating Area HIGHLANDS Highlands Twin Light Main Replacement $ 117,000 Replace Ductile Iron 1940's 3 Cast Iron Safety and Reliability Page 19 of 66

194 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5672 Central Operating Area HILLSBOROUGH TWP Kimblerly Road from Dukes Pkway to Johanson Ave $ 200,000 Replace 1,000 8 Ductile Iron Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Hammler Road from Taylor Ave to Claudia Road $ 320,000 Replace 1,0 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Gail Road between Hammler Road and Johanson Ave $,000 Replace 0 8 Ductile Iron 1930's 4 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Claudia Road between Taylor Ave and Johanson Ave $ 1,000 Replace Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Hawly Road between Taylor Ave and Johanson Ave $ 140,000 Replace Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2019Q Central Operating Area HILLSBOROUGH TWP Cul de Sac near inter section of Taylor Ave and Johanson Ave $ 50,000 Replace Ductile Iron 1930's 4 Asbestos Cement Safety and Reliability/Structural Q Central Operating Area HILLSBOROUGH TWP Dukes Pkwy between Taylor Ave and Johanson Ave $ 303,750 Replace 1, Ductile Iron 1930's 10 Cast Iron Safety and Reliability 2019Q Central Operating Area HILLSBOROUGH TWP Dukes Pkwy from Johanson Ave to Dead End $ 155,000 Replace Ductile Iron 1930's 10 Cast Iron Safety and Reliability 2019Q Central Operating Area HILLSBOROUGH TWP Taylor Ave from Duke Pkwy to Johanson Ave $ 515,000 Replace 2,575 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Central Operating Area HILLSBOROUGH TWP Johanson Ave from Dukes Pkwy to Taylor Road $ 715,000 Replace 3,575 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Central Operating Area HILLSIDE Glenwood Ave from Eastern Pkwy to near hydrant HHSD 247 $ 122,000 Replace Ductile Iron 1930's 6 Cast Iron Water Quality 2019Q Central Operating Area HILLSIDE Glenwood Ave from near valve VHSD 423 to hydrant HHSD 248 $ 80,000 Replace Ductile Iron Unknown 12 Unknown Water Quality Q Central Operating Area HILLSIDE Easement between Bunett St and Glenwood Ave $ 22,000 Replace Ductile Iron 1930's 6 Unknown Water Quality Q Central Operating Area HILLSIDE Bloy St from Rt 22 East to Long Ave $ 34,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Q Central Operating Area HILLSIDE Long Ave from Bloy St to Liberty Ave $ 366,000 Replace 1, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area HILLSIDE Morris Place from Clark St to dead end $ 126,000 Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area HILLSIDE Sweetland Ave. ( Glenwood Ave. to Bloy St. ) $ 283,800 Replace 1,320 8 Ductile Iron CEM System Flows and Pressure 2019Q Central Operating Area HILLSIDE Route 22 Westbound ( Bloy St. to Cornell Pl.) $ 264,450 Replace 1,230 8 Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area HILLSIDE Hillside Cleaning Lining $ 10,295,585 Rehab 53,345 6 Other CI Water Quality 2019Q Central Operating Area HILLSIDE Hillside Cleaning Lining $ 8,847, Rehab 45,840 6 Other DI Water Quality 6491 Central Operating Area HILLSIDE Hillside Ave. from Highland Ave to N.Broad St. $ 787, Replace Ductile Iron 1910's 6 Cast Iron Water Quality 6492 Central Operating Area HILLSIDE No. Broad St. Hillside from Hillside Ave to near Grumman Ave $ 393, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6493 Central Operating Area HILLSIDE Irvington Ave., Hillside from North Ave to near Hydrant HELI $ 188, Replace Ductile Iron 1920's 6 Cast Iron Water Quality Hartley Terr. & Malden Terr., Hillside from Irvington Ave to end of 6494 Central Operating Area HILLSIDE main in Malden Terrace $ 184, Replace Ductile Iron 1940's None Selected Cast Iron Water Quality 6495 Central Operating Area HILLSIDE Union Ave., Hillside from North Ave to end of main $ 123, Replace Ductile Iron 1920's 6 Cast Iron Water Quality 6496 Central Operating Area HILLSIDE Irvington Ave., Hillside ( 2 ) from North Ave to Wilder St $ 185, Replace Ductile Iron 1920's 6 Cast Iron Water Quality 6497 Central Operating Area HILLSIDE Conant St. ( from Thomas St. to Central Ave. ) $ 192, Replace Ductile Iron 1920's 10 Cast Iron Water Quality 6498 Central Operating Area HILLSIDE Central Ave. ( Conant to Long Ave. ) $ 517, Replace Ductile Iron 1930's 10 Cast Iron Water Quality 6514 Central Operating Area HILLSIDE Chestnut Ave from Hillside Ave to near valve VHSD 436 $ 202, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 6517 Central Operating Area HILLSIDE Hillside Ave from Norman St to Chestnut Ave $ 100, Replace Ductile Iron 1940's 2 Galvanized Steel System Flows and Pressure 6542 Central Operating Area HILLSIDE Montgomery St from Hillside Ave to dead end $ 108, Replace Ductile Iron 1940's 6 Unknown System Flows and Pressure 6547 Central Operating Area HILLSIDE Florence Ave from Norman St to Hillside Ave $ 102, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 6555 Central Operating Area HILLSIDE Stanley Terrace from Oakland Terrace to dead end. $ 77, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 30 Orchard Terrace from hydrant HHSD 471 near Oakland Terrace to deadend $ 88, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Central Operating Area HILLSIDE 6579 Central Operating Area HILLSIDE Central Ave. ( Long Ave. to Cedar St. ) $ 286, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 6586 Central Operating Area HILLSIDE Mading Terr. (Salem to Dead End ) $ 70, Replace Ductile Iron 1920's 6 Cast Iron Water Quality Central Operating Area HILLSIDE Elmer Pl. ( King St. to Dead End ) $ 56, Replace Ductile Iron 1920's 6 Cast Iron Water Quality Central Operating Area HILLSIDE Roanoke Ave. ( King St. to Wilder St. ) $ 148, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6593 Central Operating Area HILLSIDE Howard St. ( James St. to Dead End ) $ 36, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Central Operating Area HILLSIDE 2nd St. ( Central to Baker ) $ 49, Replace Ductile Iron Water Quality Central Operating Area HILLSIDE Fairchild Pl. ( Union to Dead End ) $ 58, Replace Ductile Iron 1920's 4 Cast Iron Water Quality Central Operating Area HILLSIDE Greenwood Terr. ( Riverside to Lakeview ) $ 104,0.00 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 7014 Central Operating Area HILLSIDE Marine Terr. ( Riverside to Lakeview ) $ 88, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Central Operating Area HILLSIDE Crystal Terr. ( Riverside to Lakeview ) $ 65, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure Central Operating Area HILLSIDE Riverside Dr. ( North to Elizabeth Line ) $ 197, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 7281 Central Operating Area HILLSIDE Chestnut Ave., ( From Rt. 78 to Ramsey ) $ 52, Replace Ductile Iron System Flows and Pressure Central Operating Area HILLSIDE Various Streets Hillside $ 1,000, Rehab Other Plastic CEM System Flows and Pressure 352 Southwest Operating Area HI NELLA HiNella Pawnee Road Minnetonka Road to Wykagyl Road $ 95,000 Replace Ductile Iron 19's 2 Galvanized Steel Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Adelphia Farmingdale Road $ 1,000, Replace Ductile Iron Safety and Reliability/Structural 8216 Coastal Operating Area HOWELL TWP Nicklaus Lane $ 500,000 Replace PVC DI Safety and Reliability/Structural 2018Q Coastal Operating Area HOWELL TWP Monticello from Salem Hill to Tauton $ 432,000 Replace 1,792 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Forrest Hill Road from Monticello to Taunton Dr $ 310,000 Replace 1,240 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Salem Hill RD (From Aldrich to Hampton Rd) $ 216,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Taunton Drive from Monticello to Newbury $ 1,000 Replace 7 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Cir $ 67,200 Replace Ductile Iron Safety and Reliability/Structural Q Coastal Operating Area HOWELL TWP Darien Rd from Salem Hill to Northgate Dr $ 3,000 Replace 1,500 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Forrest Hill Drive from Taunton Dr to Old Bridge Dr. $ 2,000 Replace 1,038 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Northgate Dr (Aldrich to Darien Rd) $,000 Replace Ductile Iron Safety and Reliability/Structural Q Coastal Operating Area HOWELL TWP Old Bridge Drive from Taunton to Newbury $ 355,000 Replace 1,288 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien (from Northgate dr by Aldrich, to Northgate Dr by Brookhill Dr) $ 3,000 Replace 1,500 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Northgate (Between Darien Rd / Brookhill) $ 240,000 Replace 1,000 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Brookhill Dr from Darien Road to Darien Road $ 456,000 Replace 1,400 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Hampton Rd from Salem Hill Rd to Darien Rd $ 288,000 Replace 1,200 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Taunton Drive from Newbury Rd to Newbury Rd $ 675,000 Replace 2,704 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Rd (from Brookhill Rd to Princeton Dr) $ 312,000 Replace 1,300 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Rd between Princeton Dr and Princeton Dr $ 3,000 Replace 1,500 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Princeton Dr (between Darien Rd and Darien Rd $ 408,000 Replace 1,700 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Southgate Dr (between Salem Hill Rd & Kensington Dr) $ 216,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Rd (from Westbrook Rd to Kensington Dr.) $ 540,000 Replace 2,250 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Cir. $ 180,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Darien Rd (from Newbury Rd to Princeton Dr) $ 210,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Nottingham Dr from Kingston Dr to Darien Rd $ 384,000 Replace 1,0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Road Taunton to Westbrook $ 200,000 Replace Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Kensington Dr from Darien Rd to Newbury Rd $ 312,000 Replace 1,300 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Arlington Dr from Southgate to Newbury Rd $ 216,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Newbury Rd (From Kensington to Salem Hill) $ 156,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Springhill Road from Monticello to Newbury $ 575,000 Replace 2,300 8 Ductile Iron Safety and Reliability/Structural 2020Q4 Page 20 of 66

195 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7428 Coastal Operating Area HOWELL TWP Stockport Way from Westbrook to Spring Hill $ 130,000 Replace Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Westbrook Road from Lexington to Newbury $ 800,000 Replace 3,200 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Westbrook Circle from Westbrook Road to end of Cul De Sac $ 80,000 Replace Ductile Iron Safety and Reliability/Structural Q Coastal Operating Area HOWELL TWP Lexington Road from Monticello to Kingsport Drive $ 185,000 Replace Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Chatham Drive from Salem Hill to Westbrook $ 280,000 Replace 1,125 8 Ductile Iron Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Lexington Road between Kingsport and Chatham $ 430,000 Replace 1,784 8 Ductile Iron AC Safety and Reliability/Structural 2020Q Coastal Operating Area HOWELL TWP Kingsport Drive from Lexington to Chatham $ 400,000 Replace 1,0 8 Ductile Iron Safety and Reliability/Structural 2020Q4 55 Coastal Operating Area HOWELL TWP Newport Dr. 6" AC $ 320,000 Replace 1,0 8 Ductile Iron AC Safety and Reliability/Structural 56 Coastal Operating Area HOWELL TWP Chestnut Hill Rd. 6" AC $ 364,000 Replace 1,820 8 Ductile Iron AC Safety and Reliability/Structural 58 Coastal Operating Area HOWELL TWP Brunswick Dr. 6" AC $ 180,000 Replace 0 8 Ductile Iron AC Safety and Reliability/Structural 59 Coastal Operating Area HOWELL TWP N Longview Rd. 6" AC $ 220,000 Replace 1,100 8 Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area HOWELL TWP Beacon Dr. 6" AC $ 208,000 Replace 1,040 8 Ductile Iron AC Safety and Reliability/Structural 61 Coastal Operating Area HOWELL TWP Meadowbrook Dr. 6" AC $ 300,000 Replace 1,500 8 Ductile Iron AC Safety and Reliability/Structural 62 Coastal Operating Area HOWELL TWP Putnam Rd. 6" AC $ 180,000 Replace 0 8 Ductile Iron AC Safety and Reliability/Structural 74 Coastal Operating Area HOWELL TWP Ashley Ave. 6"AC $ 180,000 Replace 0 8 Ductile Iron 19 6 AC Safety and Reliability/Structural 7117 Coastal Operating Area HOWELL TWP Replace main crossing Havens Bridge Road $ 0, Replace HDPE Safety and Reliability/Structural Coastal Operating Area HOWELL TWP Salem Hill Road from Rt. 9 to N. Longview Rd $ 165, Replace Ductile Iron Safety and Reliability/Structural 7394 Coastal Operating Area HOWELL TWP Pinewood Rd from Aldrich Rd to Southport Drive $ 288, Replace 0 8 Ductile Iron Safety and Reliability/Structural 7395 Coastal Operating Area HOWELL TWP Salem Hill Road from N. Longview to Monticello $ 350, Replace Ductile Iron Safety and Reliability/Structural 7396 Coastal Operating Area HOWELL TWP Laurel Ct from Pinewood Avenue to Pinewood Avenue $ 240, Replace Ductile Iron Safety and Reliability/Structural 7397 Coastal Operating Area HOWELL TWP Newbury Road from Salem Hill Rd to Old Bridge Drive $ 725, Replace 20 8 Ductile Iron Safety and Reliability/Structural 7398 Coastal Operating Area HOWELL TWP Greymoor Rd from Aldrich Rd to Pinewood Rd $ 288, Replace 0 8 Ductile Iron Safety and Reliability/Structural 7399 Coastal Operating Area HOWELL TWP Southport Dr from Salem Hill Rd to Salem Hill Rd $ 625, Replace Ductile Iron Safety and Reliability/Structural 7400 Coastal Operating Area HOWELL TWP Stockton Ave from Southport Rd to Salem Hill Rd $ 216, Replace 0 8 Ductile Iron Safety and Reliability/Structural 7416 Coastal Operating Area HOWELL TWP Newbury from Old Bridge Dr to Taunton $ 3, Replace Ductile Iron Safety and Reliability/Structural 7439 Coastal Operating Area HOWELL TWP Salem hill (Monticello to Chestnut) $ 288, Replace 0 8 Ductile Iron Safety and Reliability/Structural 7494 Coastal Operating Area HOWELL TWP Marion Ave; From Lake Avenue to Aldrich Drive $ 200, Replace Ductile Iron Relocation/Opportunity 7495 Coastal Operating Area HOWELL TWP Aldrich Dr; From Aldrich Road to Lawerence Avenue $ 145, Replace Ductile Iron Relocation/Opportunity 7496 Coastal Operating Area HOWELL TWP Lawrence Ave; from Lake Avenue to Aldrich Drive $ 127, Replace Ductile Iron Relocation/Opportunity 7497 Coastal Operating Area HOWELL TWP Lake Dr; from Aldrich Road to Lawerence Avenue $ 225, Replace 0 8 Ductile Iron Relocation/Opportunity 568 Coastal Operating Area INTERLAKEN Interlaken Grassmere from Westmere to Bridlemere $ 240, Replace 10 8 Ductile Iron Safety and Reliability/Structural 5716 Coastal Operating Area INTERLAKEN Monmouth County Bridge O 11 Main Street and Deal Lake $ 150, Replace HDPE 1970's 16 Ductile Iron Relocation/Opportunity Coastal Operating Area INTERLAKEN Bridlemere Ave. 4" CI $,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Interlaken Dr. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area INTERLAKEN Iona Street 4" CI $ 100,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Bridlemere Ave. 4" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Scarba St. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Woodmere Road 4" CI $ 50,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Grassmere Ave. 4" CI $ 1,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Hetrick Point Rd. 2" CI & 4" CI $ 50,000 Replace Ductile Iron 10 2 CI Safety and Reliability/Structural 2019Q Coastal Operating Area INTERLAKEN Barra Street 2" CI $,000 Replace 0 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 7770 Coastal Operating Area INTERLAKEN Fernmere Ave. 2" CI $ 110,000 Replace 1,100 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 7046 Coastal Operating Area INTERLAKEN Buttermere ave $ 165, Replace Ductile Iron 1930's 2 Cast Iron Safety and Reliability/Structural 54 North Operating Area IRVINGTON Irvington Yale Avenue (significant Traffic Impact (GSP) $ 175, Rehab Other Safety and Reliability/Structural North Operating Area IRVINGTON Irvington Marshall St from Maple to Grove $ 117, Replace 0 8 Ductile Iron Safety and Reliability/Structural 6879 North Operating Area IRVINGTON IRVINGTON Mill Rd from Union to Stuyvesant $ 3,000 Replace 1,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2017Q North Operating Area IRVINGTON Cleremont Ave, Irvington from Union Ave toward Mt Vernon Ave 500' $ 110,000 Replace Ductile Iron Safety and Reliability/Structural Q North Operating Area IRVINGTON IRVINGTON Howard St between May & Nye $ 180,000 Replace 0 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability 6881 North Operating Area IRVINGTON IRVINGTON Western Parkway from Woodlawn to Grove $ 585,000 Replace 2,0 12 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6724 North Operating Area IRVINGTON IRVINGTON Clinton Ave between Union & Ball $ 35,000 Replace Ductile Iron 1940's 2 Cast Iron Safety and Reliability/Structural North Operating Area IRVINGTON IRVINGTON Essex St between Maple & Chancellor $ 150,000 Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability 8994 North Operating Area IRVINGTON Essex between Maple and Chancellor $ 170,000 Replace Ductile Iron CI Safety and Reliability 62 North Operating Area IRVINGTON Irvington Chancelor ave Mount Vernon $ 412,500 Replace 1, Ductile Iron Unknown 12 Cast Iron System Flows and Pressure 9481 North Operating Area IRVINGTON Cummings St from Madison south 500' $ 150,000 Replace Ductile Iron CI Safety and Reliability/Structural 270 Central Operating Area JAMESBURG Jamesburg Helmetta Road $ 63, Replace Ductile Iron Water Quality 814 Central Operating Area JAMESBURG Jamesburg Gatzmer from Forsgate to Half Acre Road $ 535, Replace Ductile Iron Safety and Reliability/Structural 815 Central Operating Area JAMESBURG Jamesburg Willow from Gatzmer to Railroad Ave $ 147, Replace Ductile Iron Safety and Reliability/Structural 816 Central Operating Area JAMESBURG Jamesburg W. Church Street from Gatzmer to Railroad Ave $ 134, Replace Ductile Iron Safety and Reliability/Structural 817 Central Operating Area JAMESBURG Jamesburg Harrison St from Gatzmer to Railroad Ave $ 114, Replace Ductile Iron Safety and Reliability/Structural 818 Central Operating Area JAMESBURG Jamesburg Front Street from Gatzmer to Railroad Ave $, Replace 4 8 Ductile Iron Safety and Reliability/Structural Central Operating Area JAMESBURG Jamesburg Lincoln Ave from Stockton to Helmetta Road $ 570, Replace 23 8 Ductile Iron Safety and Reliability/Structural 820 Central Operating Area JAMESBURG Jamesburg Sedgewick from Stockton to Helmetta $ 496, Replace 10 8 Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 821 Central Operating Area JAMESBURG Jamesburg McKnight from Sedgewick to Lincoln $ 73, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area JAMESBURG Jamesburg Hooker from Stockton to Mcknight $ 289, Replace 1 8 Ductile Iron Safety and Reliability/Structural 823 Central Operating Area JAMESBURG Jamesburg Stevens from Hooker to Augusta $ 174, Replace 6 8 Ductile Iron Safety and Reliability/Structural 5255 Central Operating Area JAMESBURG Stockton St from Lincoln Ave to Vine St $ 240, Replace Ductile Iron Safety and Reliability/Structural 5723 Central Operating Area JAMESBURG Dayton Road Main Replacement $ 350, Replace Ductile Iron 1910's 4 Asbestos Cement Safety and Reliability/Structural 5735 Central Operating Area JAMESBURG East Railroad Ave Main Replacement $ 316,0.00 Replace 7 12 Ductile Iron 1920's 6 Stove Pipe Safety and Reliability/Structural 5775 Central Operating Area JAMESBURG Vine Street Main Replacement $ 250, Replace Ductile Iron 1910's 4 Stove Pipe Safety and Reliability/Structural 5776 Central Operating Area JAMESBURG Agusta St Main replacement $ 225, Replace 0 8 Galvanized Steel Unknown 8 Unknown Safety and Reliability/Structural 5777 Central Operating Area JAMESBURG Lake Street from Buckelew Ave to Pegola Ave $ 115, Replace Ductile Iron Safety and Reliability/Structural 5724 Central Operating Area JAMESBURG Rhode Hill Rd. main replacement $ 250,000 Replace 1,000 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG Forge Street from Buckelew Ave to beyond valve # VJB 175 $ 200,000 Replace 1,000 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG Michael St from Buckelw Ave to dead end $ 146,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q4 William Street from Buckelew Ave to dead ends (Both sides of JAMESBURG 6480 Central Operating Area Buckelew Ave) $ 236,000 Replace 1,180 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG New Street from Buckelew Ave to dead end $,000 Replace 0 8 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 2018Q Central Operating Area JAMESBURG Marryott St from Buckelew Ave to dead end $ 140,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 2018Q4 Page 21 of 66

196 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7622 Central Operating Area JAMESBURG East /West Rail Road Ave Main tie in $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area JAMESBURG West Church Street from Davison Ave to Gatzmer Ave $ 65,000 Replace Ductile Iron 1940's 4 Stove Pipe Safety and Reliability/Structural Q Central Operating Area JAMESBURG Pergola Ave Main Replacement $ 0,000 Rehab 2,400 8 Ductile Iron 1920's 4 Stove Pipe Safety and Reliability/Structural 6427 Central Operating Area JAMESBURG Maple Dr from Half Acre Rd to Forsgate Dr $ 235,000 Replace 1,175 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6429 Central Operating Area JAMESBURG Cedar Lane from Maple Dr to Birchwood Road $ 80,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural Central Operating Area JAMESBURG Pergola Ave from Forge Street to dead end $ 580,000 Replace 2,0 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6424 Central Operating Area JAMESBURG Forsgate Dr from Maple Dr to East Rail Road Ave $ 630,000 Replace 2, Ductile Iron Safety and Reliability/Structural 6426 Central Operating Area JAMESBURG Half Acre Rd from Forsgate Dr to Fernwood Lane $ 483,750 Replace 2, Ductile Iron Unknown 8 Stove Pipe Safety and Reliability/Structural 6428 Central Operating Area JAMESBURG Birchwood Road from Maple Dr to dead end $ 175,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6430 Central Operating Area JAMESBURG Fernwood Lane from Half Acre Rd to Maple Drive $ 1,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6432 Central Operating Area JAMESBURG Oakland Road from Half Acre Rd to Forsgate Drive $ 300,000 Replace 1,500 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6468 Central Operating Area JAMESBURG Front Street in between Oakland Road and Gatzmer Ave $ 1,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6469 Central Operating Area JAMESBURG Davison Ave from Hillside Ave to West Church Street $ 310,000 Replace 1,550 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6471 Central Operating Area JAMESBURG Hillside Ave from Front Street to Divison Ave $ 163,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6472 Central Operating Area JAMESBURG Hillside Ave from Davison Ave to Gatzmer Ave $ 75,000 Replace Ductile Iron 1940's 2 Stove Pipe Safety and Reliability/Structural Central Operating Area JAMESBURG Gerge Street from Pergola Ave to dead end $ 26,250 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural Central Operating Area JAMESBURG Walnut Street from Pergola Ave to dead end $ 105,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6477 Central Operating Area JAMESBURG Buckelew Ave from Valve # VJB 346 to dead end $ 580,000 Replace 2,0 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6483 Central Operating Area JAMESBURG Little Brook Lane from Buckelew Ave to Grace Hill Road $ 320,000 Replace 1,0 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6484 Central Operating Area JAMESBURG Grace Hill Road from Buckelew Ave to dead end $ 175,000 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 6485 Central Operating Area JAMESBURG Travis Ct from Little Brook Lane to dead end $ 52,500 Replace Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural Central Operating Area JAMESBURG Woodland Road from Half Acre Road to Forsgate Drive $ 335,000 Replace 1,675 8 Ductile Iron 1940's 6 Stove Pipe Safety and Reliability/Structural 7222 Central Operating Area JAMESBURG West Railroad Ave Main Replacement $ 400, Replace Ductile Iron Safety and Reliability/Structural 7226 Central Operating Area JAMESBURG Franklin St 4" Main Replacement $ 75, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area JAMESBURG Warren St Main Replacement $ 150, Replace Ductile Iron Safety and Reliability/Structural 5283 Central Operating Area KENILWORTH BOROUGH Kenilworth Easement Between Sheridan Ave. & Monroe Ave. $ 116, Replace Safety and Reliability 7662 Central Operating Area KENILWORTH BOROUGH Richfield Ave Main REplacement $ 240,000 Replace 1,157 8 Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area KENILWORTH BOROUGH Springfield Road ( Rt. 22 to Black Brook Park ) $ 295,000 Replace 1,471 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2020Q Central Operating Area KENILWORTH BOROUGH Springfield Rd. ( Black Brook Park to Boright & Lafayette ) $ 664,000 Replace 3,317 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 2020Q Central Operating Area KENILWORTH BOROUGH 14th St. ( Lafayette to Boulevard ) $ 545,000 Replace 2,272 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 2020Q Central Operating Area KENILWORTH BOROUGH Passaic Ave. ( S. 23rd to S. 25th ) $ 100, Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 6626 Central Operating Area KENILWORTH BOROUGH S. 23rd St. ( Newark to End of 4" ) $ 91, Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Central Operating Area KENILWORTH BOROUGH Boulevard ( Shady La. to N.8th St. ) $ 262, Replace Ductile Iron 1930's 6 Unknown System Flows and Pressure 6629 Central Operating Area KENILWORTH BOROUGH N. 8th St. ( Boulevard to Sheridan Ave. ) $ 504, Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 6630 Central Operating Area KENILWORTH BOROUGH Sheridan Ave. ( N.8th to Dead End ) $ 50, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure Central Operating Area KENILWORTH BOROUGH N. 17th St. ( Monroe to Dead End ) $ 292, Replace 14 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 7018 Central Operating Area KENILWORTH BOROUGH Faitoute Ave. ( Richfield to Bloomingdale ) $ 227, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 7019 Central Operating Area KENILWORTH BOROUGH Market St. ( Union to Woodland ) $ 106, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 7020 Central Operating Area KENILWORTH BOROUGH Vernon Ave. ( S. Michigan to Market ) $ 171, Replace Ductile Iron 1930's None Selected Cast Iron System Flows and Pressure 266 Coastal Operating Area LAKEWOOD Lakewood Park Avenue E9th to Hackett $ 150, Replace Ductile Iron System Flows and Pressure 267 Coastal Operating Area LAKEWOOD Lakewood Harvard Street (from Apple to Park Place) $, Replace Ductile Iron 1930's 2 Cast Iron System Flows and Pressure 278 Coastal Operating Area LAKEWOOD Lakewood Park Avenue Hackett to Ridge $ 150, Replace Ductile Iron System Flows and Pressure 464 Coastal Operating Area LAKEWOOD Miller Road (from Hope Chapel Rd to Shady Lane Drive) $ 345, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 466 Coastal Operating Area LAKEWOOD Lakewood Martin Luther King Drive (from Pine to Cedar Bridge) $ 3, Replace Ductile Iron 1930's 8 Cast Iron Safety and Reliability/Structural 480 Coastal Operating Area LAKEWOOD Lakewood Easement between Dr. Martin Luther King / Rose Park $ 50, Replace Ductile Iron Relocation/Opportunity Coastal Operating Area LAKEWOOD Prospect Street from Summer to Massachusetts Ave $ 175, Replace Ductile Iron Relocation/Opportunity 5855 Coastal Operating Area LAKEWOOD Lakewood Apple Street (Stub) $ 25, Replace 50 6 Ductile Iron Relocation/Opportunity Coastal Operating Area LAKEWOOD Holly Street from Manetta Ave. to Ocean Avenue $ 414, Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural Holly Street, Laurel Avenue & Pearl Street from Ocean Avenue to 6311 Coastal Operating Area LAKEWOOD Ocean Avenue $ 420, Replace Ductile Iron Unknown 6 Unknown Safety and Reliability 8182 Coastal Operating Area LAKEWOOD Teaberry Ct and West Kennedy Ct $ 230,000 Replace 3 8 Ductile Iron 19 6 CI Relocation/Opportunity Q4 268 Coastal Operating Area LAKEWOOD Lakewood E. Fifth Street (from Manetta Ave to start of Holly St) $ 112,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q4 269 Coastal Operating Area LAKEWOOD Lakewood Fifth Street (from Madison Ave to Clifton Ave) $ 56,000 Replace Ductile Iron Unknown 6 Cast Iron System Flows and Pressure Q4 271 Coastal Operating Area LAKEWOOD Lakewood Lincoln Ave (from to ) $,000 Replace Ductile Iron 1930's 8 Concrete Relocation/Opportunity 2020Q4 273 Coastal Operating Area LAKEWOOD Lakewood Maple Lane (from to ) $ 150,000 Replace Ductile Iron Unknown 10 Cast Iron Safety and Reliability Q4 279 Coastal Operating Area LAKEWOOD Lakewood Park Avenue 2nd street to Main street $ 150,000 Replace 1,000 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Carey St from Lexington Ave to Squankum Rd $ 385,000 Replace 1,925 8 Ductile Iron 1920's 6 Asbestos Cement Safety and Reliability 2020Q4 6th Street from Sixth Street Tank to Forest Ave,then north to 7th St, LAKEWOOD 6174 Coastal Operating Area then east to Lexington $ 4,000 Replace 2, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Lexington Ave from 7th St. to 1St. Street $ 430,000 Replace 2,150 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 5th Street from Lexington Ave to Mary's Lane $ 284,000 Replace 1,420 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 12th Street from Monmouth Ave to Squankum Rd $ 316,000 Replace 1,580 8 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Cedar Bridge from Rt 9 to Dr. MLK Drive south to Pine St $ 893,700 Replace 3, Ductile Iron 19's 6 Cast Iron Safety and Reliability 2020Q Coastal Operating Area LAKEWOOD 9th Street from Forest Ave to Lexington Ave $ 366,000 Replace 1,830 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD W County Line Rd from Clifton Ave to Well No 6 discharge $ 895,000 Replace 3, Ductile Iron 1950's 8 Asbestos Cement Sustained Economic Growth 2020Q Coastal Operating Area LAKEWOOD W County Line Rd from Well No 6 discharge to Hope Chapel Rd $ 670,500 Replace 2, Ductile Iron Unknown 12 Unknown Sustained Economic Growth 2020Q Coastal Operating Area LAKEWOOD 5th Street from Madison Avenue to Lexington Avenue $ 254,000 Replace 1,270 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 2020Q Coastal Operating Area LAKEWOOD 9th Street Lakewood Ave to Forest Ave $ 345,000 Replace 1,725 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 8th Street Lakewood Ave to Rt 9 $ 4,000 Replace 2,300 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD 6th Street Lakewood Ave to Sixth Street Tank and Forest Ave to Rt 9 $ 412,000 Replace 2,0 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD 5th Street Lakewood Ave to Rt 9 $ 4,000 Replace 2,300 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Sunset Road From Central to James $ 620,000 Replace 3, Ductile Iron 1930's 8 Unknown Safety and Reliability/Structural 2020Q Coastal Operating Area LAKEWOOD Forest Avenue from West County Line Road to 7th Street $ 5,000 Replace 3, Ductile Iron 1930's 6 Asbestos Cement System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Hope Chapel Road from W. County Line Road to 14th Street $ 285,000 Replace 1,0 12 Ductile Iron 1930's 6 Asbestos Cement System Flows and Pressure 2020Q Coastal Operating Area LAKEWOOD Lakewood Ave from 5th Street to 9th Street $ 282,000 Replace 1,410 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural Somerset St, Ridge, Manetta, E 5th St, School & Clover St from E 7th St LAKEWOOD 6180 Coastal Operating Area to Laurel Ave $ 1,113,750 Replace 4, Ductile Iron Unknown 12 Unknown Safety and Reliability/Structural E. County Line Rd. from Clifton Ave to Lexington, then in Lexington to LAKEWOOD 6197 Coastal Operating Area 11th St. $ 550,000 Replace 2, Ductile Iron Unknown 16 Unknown Sustained Economic Growth Page 22 of 66

197 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6198 Coastal Operating Area LAKEWOOD Lexington Ave from 11th St. to 7th St., then in 7th to Monmouth Ave. $ 550,000 Replace 2, Ductile Iron Unknown 16 Unknown Sustained Economic Growth LAKEWOOD Replace existing 4 inch and 6 inch pipes with 1,300 feet new 8 inch main along 5th Street from Clifton Avenue to Monmouth Avenue. CPS 7463 Coastal Operating Area D B 3 Segment 2. Goes with segments 1 & 3. $ 2,0,000 Replace 1,300 8 Ductile Iron System Flows and Pressure 537 Coastal Operating Area LAKEWOOD Jamesburg Lake Street (from to ) $ 200,000 Replace Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity Coastal Operating Area LAKEWOOD River Ave from High St to Henry St $ 770,000 Replace 2, PVC System Flows and Pressure 6181 Coastal Operating Area LAKEWOOD Carey St from Forest Ave to Lexington Ave $ 376,000 Replace 1,880 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 7193 Coastal Operating Area LAKEWOOD James St water stubs $ 36,000 Replace 1 8 Ductile Iron Safety and Reliability Coastal Operating Area LAKEWOOD Lexington Ave from 9th st to 10th st $ 100,000 Replace PVC Safety and Reliability 30 5th Street Replace 0' of 6" and 2" main on 5th St. between Madison LAKEWOOD 7436 Coastal Operating Area and Clifton $ 145,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural Cypress Ave Replace 1150 of 8" AC pipe on Cypress from 12" on Oak to LAKEWOOD 7437 Coastal Operating Area Carol $ 265,000 Replace 1,150 8 Ductile Iron Safety and Reliability/Structural Canterberry Rd. Replace 1770' of 6" AC pipe between W. County Line LAKEWOOD 7438 Coastal Operating Area Rd. and Tanglewood $ 440,000 Replace 1,770 8 Ductile Iron Safety and Reliability/Structural 7468 Coastal Operating Area LAKEWOOD Woehr St. Replace 950' of 6" CI pipe between Park & Cottage Place $ 225,000 Replace Ductile Iron Safety and Reliability/Structural 7469 Coastal Operating Area LAKEWOOD Dewey Ave Replace 0' =/ of 6" CI from E. 4th St. to exist 8" DI pipe $ 215,000 Replace 0 8 Ductile Iron Safety and Reliability/Structural 7935 Coastal Operating Area LAKEWOOD Spruce St, 2" Galvinized $ 142,500 Replace 1,452 8 PVC GALV Safety and Reliability/Structural 7962 Coastal Operating Area LAKEWOOD Birch St, 4" CI $ 107,500 Replace 1,064 8 PVC 19 4 CI Safety and Reliability/Structural 7963 Coastal Operating Area LAKEWOOD Manetta Pl, 2" $ 35,000 Replace PVC 19 2 CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Drum Ct, 2" CI $ 14,000 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD New England Ct, 2.25" $ 12,500 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD *CHECK EASEMENT* James St, 2" $ 25,000 Replace PVC PE Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Caranetta Dr, 4" CI $ 310,000 Replace 3,045 8 PVC CI Safety and Reliability/Structural 7973 Coastal Operating Area LAKEWOOD Harrison Pl, 1" CI $ 22,500 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Sunset Rd, 2" CI $ 105,000 Replace 1,018 8 PVC CI Safety and Reliability/Structural 7984 Coastal Operating Area LAKEWOOD S Lake Dr, 4" CI $ 150,000 Replace 1,446 8 PVC CI Safety and Reliability/Structural 7985 Coastal Operating Area LAKEWOOD Kimball Rd, 2" $ 29,000 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Bradshaw 2" $ 30,000 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD *CHECK EASEMENT* Cedar Bridge Ave, 2" $ 25,000 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Glen Terrace, 2" CI $ 9,500 Replace 94 8 PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Daisy Ct, 2.25" CI $ 17,500 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Poinsetta Ct, 2.25" $ 11,000 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Arbutus Dr, 4" CI $ 41,500 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Ardenwood Ave, 2.25" CI $ 70,000 Replace PVC CI Safety and Reliability/Structural 7993 Coastal Operating Area LAKEWOOD Courtney Rd, 6", 2" $ 130,000 Replace 1,181 8 PVC CI Safety and Reliability/Structural 7994 Coastal Operating Area LAKEWOOD Park Pl, 2" $ 80,000 Replace 7 8 PVC CI Safety and Reliability/Structural 7995 Coastal Operating Area LAKEWOOD School St, 4" CI $ 48,500 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Congress St, 1.5" GALV, 2" CI $ 85,000 Replace PVC GALV Safety and Reliability/Structural 7999 Coastal Operating Area LAKEWOOD Monmouth Ave, 4" CI, 6" DI $ 64,000 Replace PVC CI Safety and Reliability/Structural 8001 Coastal Operating Area LAKEWOOD 4th St, 4", 6" CI $ 125,000 Replace 1,258 8 PVC CI Safety and Reliability/Structural 8003 Coastal Operating Area LAKEWOOD 4th St, 4", 6" $ 116,000 Replace 1,176 8 PVC CI Safety and Reliability/Structural 8004 Coastal Operating Area LAKEWOOD Clifton Ave, 4" CI $ 42,500 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Clifton Ave, 4" CI, 6" CI $ 162,500 Replace 1,8 8 PVC CI Safety and Reliability/Structural 8019 Coastal Operating Area LAKEWOOD E 8th St, 2" CI, 6" DI $ 137,500 Replace 1,364 8 PVC DI Safety and Reliability/Structural 8021 Coastal Operating Area LAKEWOOD 9th St, 1.5" GALV, 6" CI $,000 Replace PVC GALV Safety and Reliability/Structural 8024 Coastal Operating Area LAKEWOOD 6th St, 4" CI, 6" CI $ 115,000 Replace 1,140 8 PVC CI Safety and Reliability/Structural 8735 Coastal Operating Area LAKEWOOD Regent Dr., 8" AC $ 626,430 Replace 3,064 8 Ductile Iron AC Safety and Reliability/Structural 8736 Coastal Operating Area LAKEWOOD Cardinal Ct., 6" AC $ 84,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Regent Pl, 6" AC $ 203,700 Replace Ductile Iron AC Safety and Reliability/Structural 8739 Coastal Operating Area LAKEWOOD Robin Dr, 6" AC $ 283,500 Replace 1,348 8 Ductile Iron AC Safety and Reliability/Structural 8964 Coastal Operating Area LAKEWOOD 1st Street 6" CI $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 8966 Coastal Operating Area LAKEWOOD N. Lake Dr. 6" CI & 8" DI $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 8969 Coastal Operating Area LAKEWOOD Forest Ave. 6" CI & 8" CI BTWN 4th St. & N. Lake Dr. $ 520,000 Replace 2,0 8 Ductile Iron CI Safety and Reliability/Structural 8971 Coastal Operating Area LAKEWOOD 4th St. 6" CI BTWN Monmouth Ave. & E. 4th St. $ 1,700,000 Replace Ductile Iron CI Safety and Reliability/Structural 8974 Coastal Operating Area LAKEWOOD E.4th Street 6" CI & 6" AC $ 180,000 Replace 0 8 Ductile Iron AC Safety and Reliability/Structural 8979 Coastal Operating Area LAKEWOOD Park Ave. South 6" CI $ 280,000 Replace 1,400 8 Ductile Iron DI Safety and Reliability/Structural 8983 Coastal Operating Area LAKEWOOD 3rd St. 6" CI $ 504,000 Replace 2,520 8 Ductile Iron CI Safety and Reliability/Structural 8985 Coastal Operating Area LAKEWOOD 6th St. 6" CI BTWN Clifton & Lexington $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8987 Coastal Operating Area LAKEWOOD 7th St. 6" CI $ 780,000 Replace 3,0 8 Ductile Iron CI Safety and Reliability/Structural 89 Coastal Operating Area LAKEWOOD 8th St.6" CI BTWN RT 9 & Monmouth Ave. $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8991 Coastal Operating Area LAKEWOOD 9th St. 6"CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 8992 Coastal Operating Area LAKEWOOD Squankum Rd. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8993 Coastal Operating Area LAKEWOOD 10th Street 6" CI $ 648,000 Replace 3,240 8 Ductile Iron CI Safety and Reliability/Structural 8995 Coastal Operating Area LAKEWOOD 11th Street 6"CI $ 800,000 Replace 4,000 8 Ductile Iron CI Safety and Reliability/Structural 8997 Coastal Operating Area LAKEWOOD 12th Street 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8998 Coastal Operating Area LAKEWOOD 12th Street 6" AC $ 2,000 Replace 1,300 8 Ductile Iron AC Safety and Reliability/Structural 8999 Coastal Operating Area LAKEWOOD 13th Street 6" AC & 6" CI $ 380,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 00 Coastal Operating Area LAKEWOOD 13th Street 6" CI BTWN Forest & RT 9 $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 01 Coastal Operating Area LAKEWOOD 14th Street 6" CI $ 1,400,000 Replace 7,000 8 Ductile Iron CI Safety and Reliability/Structural 02 Coastal Operating Area LAKEWOOD 14th Street 6"AC $ 220,000 Replace 1,100 8 Ductile Iron AC Safety and Reliability/Structural 05 Coastal Operating Area LAKEWOOD Hudson St. 6" AC & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron AC Safety and Reliability/Structural 06 Coastal Operating Area LAKEWOOD 15th Street 6"AC $ 80,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Tanglewood Ln. 6" AC $ 340,000 Replace 1,700 8 Ductile Iron 19 6 AC Safety and Reliability/Structural 30 Coastal Operating Area LAKEWOOD Tuxedo Terrace 6" AC $ 80,000 Replace Ductile Iron 19 6 AC Safety and Reliability/Structural Coastal Operating Area LAKEWOOD Parkside Dr. 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 33 Coastal Operating Area LAKEWOOD Laurelwood Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron DI Safety and Reliability/Structural 34 Coastal Operating Area LAKEWOOD Fernwood Ave. 6" AC & 6" CI $ 114,000 Replace Ductile Iron AC Safety and Reliability/Structural 35 Coastal Operating Area LAKEWOOD Oakwood Ave. 6" AC & 6" CI $ 224,000 Replace 1, 8 Ductile Iron CI Safety and Reliability/Structural Page 23 of 66

198 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 36 Coastal Operating Area LAKEWOOD Cedarview Ave. 6" CI & 6" AC $ 300,000 Replace 1,500 8 Ductile Iron AC Safety and Reliability/Structural 37 Coastal Operating Area LAKEWOOD Heathwood Ave. 6" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 38 Coastal Operating Area LAKEWOOD Pinemere Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 39 Coastal Operating Area LAKEWOOD RT 9/Madison Ave. 6" CI $ 1,700,000 Replace 8,000 8 Ductile Iron CI Safety and Reliability/Structural 40 Coastal Operating Area LAKEWOOD Autumn Rd. 6" CI $ 384,000 Replace 1,920 8 Ductile Iron CI Safety and Reliability/Structural 41 Coastal Operating Area LAKEWOOD Roselle Ct. 6" CI $ 268,000 Replace 1,340 8 Ductile Iron CI Safety and Reliability/Structural 42 Coastal Operating Area LAKEWOOD Chicanos Dr. 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 43 Coastal Operating Area LAKEWOOD Steven Ln. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 47 Coastal Operating Area LAKEWOOD Stratford Pl. 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 48 Coastal Operating Area LAKEWOOD Governors Rd. 6" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 49 Coastal Operating Area LAKEWOOD Conventry Dr. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 50 Coastal Operating Area LAKEWOOD Colony Circle 6" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 51 Coastal Operating Area LAKEWOOD Tudor Ct. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 52 Coastal Operating Area LAKEWOOD Williamsburg Ln. 6" CI $ 202,000 Replace 1,020 8 Ductile Iron CI Safety and Reliability/Structural Route 88 From HLK 167 (near the tracks) existing 12" near valves VLK 6637 Coastal Operating Area LAKEWOOD 3255, 3256 $ 2, Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 53 Coastal Operating Area LAKEWOOD Downing St. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 57 Coastal Operating Area LAKEWOOD Windsor Rd. 6" AC $ 1,000 Replace Ductile Iron AC Safety and Reliability/Structural 6640 Coastal Operating Area LAKEWOOD 7th Street Lakewood Ave to Forest Ave $ 344, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 64 Coastal Operating Area LAKEWOOD Livingston Dr. 6" AC $ 280,000 Replace 1,400 8 Ductile Iron AC Safety and Reliability/Structural 66 Coastal Operating Area LAKEWOOD Edgewood Ct. 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 68 Coastal Operating Area LAKEWOOD Wynat St. 6" AC $ 144,000 Replace Ductile Iron 19 6 AC Safety and Reliability/Structural 73 Coastal Operating Area LAKEWOOD Arlington Ave. 6" AC $ 0,000 Replace 3,000 8 Ductile Iron 19 6 AC Safety and Reliability/Structural 75 Coastal Operating Area LAKEWOOD W. Spruce St. 6" AC $ 200,000 Replace 1,000 8 Ductile Iron AC Safety and Reliability/Structural 81 Coastal Operating Area LAKEWOOD Pine St. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 85 Coastal Operating Area LAKEWOOD Pine St. 6" CI $,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 89 Coastal Operating Area LAKEWOOD Elaine St. 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 91 Coastal Operating Area LAKEWOOD Williams St. 6" AC $ 2,000 Replace 1,300 8 Ductile Iron AC Safety and Reliability/Structural 93 Coastal Operating Area LAKEWOOD Murray St. 6" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 96 Coastal Operating Area LAKEWOOD Cedar Ct. 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 98 Coastal Operating Area LAKEWOOD Shelley St. 6" CI $ 0 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LAKEWOOD High St. 6" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 9100 Coastal Operating Area LAKEWOOD Sherwood Dr. 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 9102 Coastal Operating Area LAKEWOOD Read St. 6" AC $ 124,000 Replace Ductile Iron AC Safety and Reliability/Structural 6756 Coastal Operating Area LAKEWOOD Lakewood Massachusetts Ave (from Prospect to North) $ 500, Replace Ductile Iron System Flows and Pressure 6757 Coastal Operating Area LAKEWOOD Lakewood Morris Ave & Side Streets $ 1,400, Replace Ductile Iron #N/A #N/A #N/A System Flows and Pressure 7536 Coastal Operating Area LAKEWOOD County Line Rd Water Main Deflection $ 25, Replace Ductile Iron DI Relocation/Opportunity 7715 Coastal Operating Area LAKEWOOD Bergen Avenue Sampson to Holly $ 200, Replace Asbestos Cement AC System Flows and Pressure Laurel Springs Fairmount Avenue Stone Road to North White Horse LAUREL SPRINGS 5335 Southwest Operating Area Pike (Existing 6" Ductile Iron Main) $ 304,000 Replace 1,0 8 Ductile Iron 1950's 4 Cast Iron Water Quality 5936 Southwest Operating Area LAUREL SPRINGS Laurel Springs Park Avenue Stone Road to VL $ 237,500 Replace 1,250 8 Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 5937 Southwest Operating Area LAUREL SPRINGS Laurel Springs Walnut Avenue Stone Road to Dead End $ 380,000 Replace 2,000 8 Ductile Iron 1970's 4 Cast Iron System Flows and Pressure 5938 Southwest Operating Area LAUREL SPRINGS Laurel Springs Tomlinson Avenue West Atlantic Avenue to Dead End $ 313,500 Replace 1,650 8 Ductile Iron 1950's 4 Ductile Iron System Flows and Pressure 68 Southwest Operating Area LAUREL SPRINGS Laurel Springs Glen Avenue Stone Road to Lakeview Ave $ 209,000 Replace 1,1 8 Ductile Iron Unknown 8 Unknown System Flows and Pressure Tomlinson Avenue, Lindsay Avenue, Maple Avenue, Elma Avenue, LAUREL SPRINGS 7673 Southwest Operating Area Lakeview Avenue $ 12,000 Replace 6,195 8 Concrete DI System Flows and Pressure 7674 Southwest Operating Area LAUREL SPRINGS Walnut Avenue, Glen Avenue, Lakeview Avenue, Park Avenue $ 1,200,000 Replace 6,096 8 Ductile Iron CI System Flows and Pressure 8912 Southwest Operating Area LAUREL SPRINGS Laurel Springs RRX at Atlantic Avenue and Stone Road $ 200,000 Replace 6 Ductile Iron DI Safety and Reliability/Structural 30 Laurel Springs Locust Avenue, Lakeview Avenue and Sycamore LAUREL SPRINGS 44 Southwest Operating Area Avenue $ 277,400 Replace 1,403 8 Ductile Iron CI Safety and Reliability/Structural 7537 Coastal Operating Area LAVALLETTE Westmont Ave, Lavallette $ 125, Replace Ductile Iron CI Water Quality Southwest Operating Area LAWNSIDE Lawnside Mott Street North Warwick Road to Dead End $ 161,500 Replace Ductile Iron 1980's 6 Ductile Iron System Flows and Pressure 6889 Southwest Operating Area LAWNSIDE Warwick Road & NJ Turnpike $ 1,000,000 Replace HDPE 1950's 6 Steel Safety and Reliability/Structural Lawnside North Warwick Road (CR 669); Mouldy Road and Brown 7527 Southwest Operating Area LAWNSIDE Street Between Robert Avenue to North Douglas Avenue $ 625, Replace Ductile Iron 19 6 DI System Flows and Pressure Linden Phase 1 Various streets between Park and Hagl and Saint 297 Central Operating Area LINDEN CITY George and Fay Ave $ 1,0, Replace 10 8 Ductile Iron Safety and Reliability/Structural 298 Central Operating Area LINDEN CITY Linden Alberta Streetbtween N Park and Richford $ 287, Replace Ductile Iron Safety and Reliability/Structural 299 Central Operating Area LINDEN CITY Linden Hagl Avenuebetween St George Ave and Fay Ave $ 337, Replace Ductile Iron Safety and Reliability/Structural Linden Phase 2 Various streets between Park and Hagl and Saint 632 Central Operating Area LINDEN CITY George and Fay Ave $ 5,000, Replace Ductile Iron Safety and Reliability/Structural Linden Phase 3 Various streets between Park and Hagl and Saint 633 Central Operating Area LINDEN CITY George and Fay Ave $ 1,000, Replace Ductile Iron Safety and Reliability/Structural 5227 Central Operating Area LINDEN CITY Allen Street from Edgar Rd (Rt 1) to Thomas Street $ 505, Replace 17 8 Ductile Iron Safety and Reliability/Structural 5228 Central Operating Area LINDEN CITY Bergen Ave from McKinley Street to Cranford Avenue $ 303, Replace Ductile Iron Safety and Reliability/Structural 5229 Central Operating Area LINDEN CITY Clark Street from St George to E. Henry $ 444, Replace Ductile Iron Safety and Reliability/Structural 5230 Central Operating Area LINDEN CITY Clinton St. From Edgar Rd. ( Rt, 1 ) to Railroad Ave $ 484, Replace 23 8 Ductile Iron Safety and Reliability/Structural 5231 Central Operating Area LINDEN CITY E. Elm St. From Wood Ave. to Bower St $ 6, Replace Ductile Iron Safety and Reliability/Structural 5232 Central Operating Area LINDEN CITY Essex Ave. ( 1 ) from Roselle St to W. Baltimore Ave. $ 525, Replace Ductile Iron Safety and Reliability/Structural 5233 Central Operating Area LINDEN CITY Essex Ave. ( 2 ) from E. Baltimore St. to Park Ave $ 303, Replace Ductile Iron Safety and Reliability/Structural 5234 Central Operating Area LINDEN CITY Grant St. From St. Georges Ave. to Pennsylvania Ave. $ 505, Replace Ductile Iron Safety and Reliability/Structural 5235 Central Operating Area LINDEN CITY Lexington Ave from Elizabeth Ave. to W. Blancke St. $ 143, Replace Ductile Iron Safety and Reliability/Structural 5236 Central Operating Area LINDEN CITY Lincoln St. From St. Georges Ave. to Pennsylvania Ave. $ 747, Replace Ductile Iron Safety and Reliability/Structural 5237 Central Operating Area LINDEN CITY Mopsick Ave. From Edgar Rd. ( Rt. 1 ) to 15th St. $ 282, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5238 Central Operating Area LINDEN CITY W. Gibbons St. From N. Wood Ave. to Stiles St. $ 747, Replace Ductile Iron Safety and Reliability/Structural 5239 Central Operating Area LINDEN CITY W. Stimpson Ave. From S. Stiles St. to S. Wood Ave. $ 363,0.00 Replace 12 8 Ductile Iron Safety and Reliability/Structural 5522 Central Operating Area LINDEN CITY 10th St. ( Woodlawn to Winans ) $ 332, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5523 Central Operating Area LINDEN CITY Woodlawn Ave. $ 253, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 5524 Central Operating Area LINDEN CITY 11th St. ( Mopsick to Woodlawn ) $ 450, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural Page 24 of 66

199 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5525 Central Operating Area LINDEN CITY 12th St. (Winans to Woodlawn ) $ 3, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5526 Central Operating Area LINDEN CITY 13th St. ( So. Wood to Woodlawn ) $ 257, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 5527 Central Operating Area LINDEN CITY 14th St. ( So. Wood to Clinton ) $ 116, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 5528 Central Operating Area LINDEN CITY 15th St. ( So. Wood to Clinton ) $ 114, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 55 Central Operating Area LINDEN CITY 15th St. ( S. Wood to Stiles ) $ 319, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5561 Central Operating Area LINDEN CITY 16th St. ( Stiles St. To Clinton ) $ 413, Replace Ductile Iron 1910's 6 Cast Iron Safety and Reliability/Structural 5562 Central Operating Area LINDEN CITY 17th St. ( Stiles to Clinton ) $ 381, Replace 12 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5563 Central Operating Area LINDEN CITY 18th St. ( Stiles to Clinton ) $ 352, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5564 Central Operating Area LINDEN CITY 19th St. ( Stiles to Clinton ) $ 311, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5566 Central Operating Area LINDEN CITY 20th St. ( Stiles to Dead End ) $ 281, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5567 Central Operating Area LINDEN CITY So. Wood Ave. ( Route 1 to Turnpike Overpass ) $ 2,863, Replace Ductile Iron Safety and Reliability/Structural 5568 Central Operating Area LINDEN CITY Emma Pl. $ 104, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 5569 Central Operating Area LINDEN CITY Winans Ave. ( Rt. 1 to Stiles St. ) $ 558, Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5570 Central Operating Area LINDEN CITY Eddy Ave. ( 15th to Dead End ) $ 127, Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 5571 Central Operating Area LINDEN CITY Eddy Ave. ( Dead End to ROW to Mopsick ) $ 62, Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural Central Operating Area LINDEN CITY Gable La. ( Stiles to Dead End ) $ 86, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural Central Operating Area LINDEN CITY Harding Ave. ( W.12th St. to W.15th St. ) $ 155, Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6635 Central Operating Area LINDEN CITY Dennis Pl. ( Grier to Bedle ) $ 154, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6636 Central Operating Area LINDEN CITY Gilchrist Ave. ( Grier to Klem ) $ 103, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6644 Central Operating Area LINDEN CITY Worth Ave. ( Route 1 to Grier Ave. ) $ 128, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure LINDEN CITY Tremley Point Main Replacement, Linden, Phase 1 South Wood Avenue 12" main from Grasseli Road to end of Linden / Roselle 300 Central Operating Area Sewage Authority. $ 1,125,000 Replace 3, PVC 1910's 12 Cast Iron Safety and Reliability/Structural 2017Q Central Operating Area LINDEN CITY Dewitt St. ( W. Curtis to W. Blancke ) $ 433,0 Replace 2,168 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2017Q Central Operating Area LINDEN CITY Dill Ave. ( Grant to Park ) $ 347,0 Replace 1,738 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2017Q4 75 Central Operating Area LINDEN CITY Tremley Point Main Replacement, Phase 2, Linden $ 1,100,000 Replace 3, PVC 1910's 12 Cast Iron Safety and Reliability/Structural 2017Q4 77 Central Operating Area LINDEN CITY Tremley Point Main Replacement Phase 3 Linden $ 675,000 Replace 2, PVC 1910's 12 Cast Iron Safety and Reliability/Structural 2018Q3 76 Central Operating Area LINDEN CITY E. Curtis St. ( Maple to W. Baltimore ) $ 575,340 Replace 2,676 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Union St. ( Maple to W. Baltimore ) $ 559,215 Replace 2,1 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Cleveland Ave (Maple to Lincoln) $ 471,495 Replace 2,193 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Jackson Ave. ( Maple to Lincoln ) $ 451,500 Replace 2,100 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Van Buren Ave (McCandless to Dead end.) $ 278,425 Replace 1,295 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY pierce ave(bower to dead end) $ 162,755 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Keep St(between W St. Georges and N. Stiles St $ 297,775 Replace 1,385 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Ercama St (between W St. Georges Ave and W Henry St) $ 378,400 Replace 1,7 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Erudo St (between W St. Georges to W. Elm St) $ 479,880 Replace 2,232 8 Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Lindegar St (between W St. Georges Ave and W. Elm St) $ 491,275 Replace 2,303 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Laurita St(between W St. George Ave and W. gibbons St) $ 175,225 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Miltonia St (between W. St. Georges Ave to W. Gibbons St. $ 187,050 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Summit St(between W St. George Ave and W. Curtis St) $ 341,850 Replace 1,5 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Ainsworth St( between W St. George Ave to W. Curtis St.) $ 330,240 Replace 1,536 8 Ductile Iron 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Orchard Ter.(between W. St. George Ave to Gesner St) $ 136,525 Replace Ductile Iron 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Gesner St(between N. Wood Ave to Laurita St.) $ 520,300 Replace 2,420 8 Ductile Iron 6 CI Water Quality 2018Q Central Operating Area LINDEN CITY W. Henry St (between N Stiles St and N Wood Ave) $ 696,0 Replace 3,240 8 Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W. Elm St( between N. Stiles St and N. Wood Ave) $ 647,150 Replace 3,010 8 Ductile Iron DI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Knopf St(between N. Stiles St and N Wood Ave) $ 584,800 Replace 2,720 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W. Curtis St(between N. Stiles and N. Wood Ave) $ 766,5 Replace 3,567 8 Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Laurita St( between W. Curtis St and N. Stiles St.) $ 385,280 Replace 1,792 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Miltonia St(between W. Curtis St and N Stiles St.) $ 477,085 Replace 2,219 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Lafayette St(between W Curtis and W Blancke St.) $ 447,200 Replace 2,080 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Spruce St (between W Curtis St and W Blancke St) $ 425,485 Replace 1,979 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Miner Ter (between W Curtis St to W Blancke St.) $ 409,3 Replace 1,4 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Brook St (between W Curtis St and W Blancke St) $ 391,730 Replace 1,822 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Helen St (between W. Elm St and W Blancke St) $ 191,135 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W Blancke St (between N Wood Ave to N Stiles St) $ 499,875 Replace 2,325 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W Price St (Between Donaldson Pl and Lumber St) $ 213,925 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Donaldson St (between W Price St to Dead End towards tracks) $ 142,975 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W. Price St/Lumber St(between W Elizabeth Ave to Wood Ave) $ 318,200 Replace 1,480 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY W Elizabeth Ave (between N Stiles St to N Wood Ave) $ 6,000 Replace 2, Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Wood Ave (between St George Ave and Amsterdam Ave) $ 1,980,000 Replace 6,0 12 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Carnegie St (between Middlesex St to Penn Ave) $ 569,750 Replace 2,650 8 Ductile Iron CEM System Flows and Pressure 2018Q Central Operating Area LINDEN CITY McCandless St (between Penn Ave and St Georges Ave ) $ 1,245,000 Replace 4, Ductile Iron CEM System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Bower St (St Georges to Hussa St) $ 731,000 Replace 3,400 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Pierce Ave (between Bower St to Dead End) $ 165,550 Replace Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY VanBuren Ave (between McCandless St and Dead End) $ 169,850 Replace 1,100 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Jackson Ave (Lincoln to Clark St) $ 412,800 Replace 1,920 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Cleveland Ave ( between Maple to Lincoln) $ 475,150 Replace 2,210 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Union St (W Baltimore to Clark St) $ 475,150 Replace 2,210 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY E. Curtis St (between W. Baltimore to Maple Ave) $ 574,050 Replace 2,670 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Middlesex St(W Baltimore to Maple Ave) $ 586,950 Replace 2,730 8 Ductile Iron CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY E. Henry St. (N. Wood Ave to Carnegie St) $ 972,875 Replace 4,525 8 Ductile Iron 6 CI System Flows and Pressure 2018Q Central Operating Area LINDEN CITY Princeton Rd. ( Lenape to Sunnyfield ) $ 413,445 Replace 1,922 8 Ductile Iron 19 2 CI System Flows and Pressure 2019Q Central Operating Area LINDEN CITY Brook St. ( W. Curtis to W. Blancke ) Replace Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area LINDEN CITY S. Wood Ave. ( W. Stimpson to Cedar ) $,000 Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Q Central Operating Area LINDEN CITY Brunswick Ave. (Park to Morses Mill ) Bayway Refinery $ 720,000 Replace 3, Ductile Iron 10's 12 Cast Iron System Flows and Pressure 2020Q Central Operating Area LINDEN CITY Miltonia St. ( From W. Curtis to Stiles ) $ 446,555 Replace 2,163 8 Ductile Iron CI System Flows and Pressure 9337 Central Operating Area LINDEN CITY Knopf St. ( Spruce to Stiles ) $ 266,385 Replace 1,227 8 Ductile Iron CI System Flows and Pressure 9339 Central Operating Area LINDEN CITY Harvard Rd. ( Summit to Wood ) $ 253,270 Replace 1,146 8 Ductile Iron 19 6 CI System Flows and Pressure 9340 Central Operating Area LINDEN CITY Yale Terr. ( Summit to Wood ) $ 239,940 Replace 1,117 8 Ductile Iron 19 6 CI System Flows and Pressure 9341 Central Operating Area LINDEN CITY Ingalls Ave. ( Alexander to Park) $ 175,655 Replace Ductile Iron CI System Flows and Pressure Page 25 of 66

200 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 9342 Central Operating Area LINDEN CITY Adams St. ( St. George to Caroline ) $ 178,450 Replace Ductile Iron CI System Flows and Pressure 9343 Central Operating Area LINDEN CITY Alexander Ave. ( St. George to Dill ) $,185 Replace Ductile Iron CI System Flows and Pressure 9344 Central Operating Area LINDEN CITY McKinley St. ( Mildred to Dill ) $ 112,445 Replace Ductile Iron CI System Flows and Pressure 9345 Central Operating Area LINDEN CITY Bernard Ave. ( St. George to Mildred ) $ 2,580 Replace 1,211 8 Ductile Iron CI System Flows and Pressure 9346 Central Operating Area LINDEN CITY Garfield St. ( St George to Pennsylvania ) $ 436,450 Replace 1,993 8 Ductile Iron CI System Flows and Pressure 9347 Central Operating Area LINDEN CITY Lindegar St. ( St. George to W. Elm ) $ 493,640 Replace 2,379 8 Ductile Iron CI System Flows and Pressure 9348 Central Operating Area LINDEN CITY Ercama St. ( St. George to W. Curtis ) $ 286,165 Replace 1,441 8 Ductile Iron CI System Flows and Pressure 9349 Central Operating Area LINDEN CITY Keep St. ( St. George to W. Curtis ) $ 296,485 Replace 1,385 8 Ductile Iron CI System Flows and Pressure 9350 Central Operating Area LINDEN CITY Baldwin Ave. ( St. George to E. Gibbons ) $ 256,280 Replace 1,188 8 Ductile Iron CI System Flows and Pressure 9380 Central Operating Area LINDEN CITY E. Gibbons St. ( N. Wood to Washington ) $ 228,115 Replace 1,062 8 Ductile Iron CI System Flows and Pressure 9383 Central Operating Area LINDEN CITY Caroline Ave. ( Garfield to Park ) $ 211,5 Replace Ductile Iron CI System Flows and Pressure 9384 Central Operating Area LINDEN CITY Sherman St. ( Bergen to Hussa ) $ 73,315 Replace Ductile Iron CI System Flows and Pressure Central Operating Area LINDEN CITY 3rd Ave. ( Walnut to Wheatsheaf ) $ 78,475 Replace Ductile Iron CI System Flows and Pressure Central Operating Area LINDEN CITY 2nd Ave. ( Walnut to Wheatsheaf ) $ 86,8 Replace Ductile Iron CI System Flows and Pressure Central Operating Area LINDEN CITY 1st Ave. ( Walnut to Wheatsheaf ) $ 100,835 Replace Ductile Iron CI System Flows and Pressure Central Operating Area LINDEN CITY R/W off Avenue C $ 206,185 Replace Ductile Iron DI Safety and Reliability 9474 Central Operating Area LINDEN CITY R/W off Avenue C $ 206,185 Replace Ductile Iron DI Safety and Reliability 7021 Central Operating Area LINDEN CITY Bower St. ( St. George to Hussa ) $ 664, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 7023 Central Operating Area LINDEN CITY Cranford Ave. ( St. George to Essex ) $ 468, Replace Cast Iron 1920's 6 Cast Iron System Flows and Pressure 7024 Central Operating Area LINDEN CITY E. Curtis St. ( Wood to Maple ) $ 354, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 7027 Central Operating Area LINDEN CITY Grant St. ( St. George to Mildred ) $ 238, Replace 11 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 7661 Central Operating Area LINDEN CITY Dill Ave. ( Park Ave. to Grant Ave. ) $ 376, Replace Ductile Iron CI System Flows and Pressure 65 Central Operating Area LINDEN CITY Replace 48" & 36" Valves $ 400, Replace Ductile Iron CEM Safety and Reliability/Structural Southwest Operating Area LINDENWOLD Lindenwold Lowell Avenue Linden to Chestnut $ 266, Replace Ductile Iron Safety and Reliability/Structural 7594 Southwest Operating Area LINDENWOLD Lindenwold Pinegrove Ave, Monroe Ave, Wallace Ave $ 380,000 Replace 1,876 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q4 Lindenwold Aston Martin Dr, Bentley Road, Mercedes Road, Lancia LINDENWOLD 73 Southwest Operating Area Pl, Delahaye Rd, Thunderbird Road, Healey Place $ 1,500,000 Replace 7,745 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Southwest Operating Area LINDENWOLD Lindenwold Columbis Avenue Lake Blvd to Wade Avenue $ 95,000 Replace Ductile Iron 1970's 6 Ductile Iron System Flows and Pressure 2020Q Southwest Operating Area LINDENWOLD Lindenwold Pinegrove Avenue, Monroe Avenue, and Wallace Avenue $ 364,800 Replace 1,920 6 Ductile Iron GALV Safety and Reliability/Structural LINDENWOLD Lindenwold Black Horse Pike N, 12th Avenue, 11th Avenue, 10th Avenue, 9th Avenue, 8th Avenue, 7th Avenue, 6th Avenue, 5th 8665 Southwest Operating Area Avenue, 4th Avenue Glendora Avenue and Front Street $ 2,994,400 Rehab 15,7 8 Ductile Iron 19 2 CI Safety and Reliability/Structural Lindenwold S Hawthorne Street, Walnut Avenue E, E Maple Avenue, LINDENWOLD 8681 Southwest Operating Area Cedar Avenue, and Chestnut Avenue $ 866,400 Replace 4,5 8 Ductile Iron DI Safety and Reliability/Structural 8682 Southwest Operating Area LINDENWOLD Lindenwold W Elm Avenue, W Linden Avneue, and W Maple Avenue $ 630,800 Replace 3,320 6 Ductile Iron AC Safety and Reliability/Structural Lindenwold Cypress Avenue, W Emerson Street, W Lowell Street, and LINDENWOLD 8683 Southwest Operating Area Elizabeth Avenue $ 383,800 Replace 2,020 8 Ductile Iron AC Safety and Reliability/Structural 87 Southwest Operating Area LINDENWOLD Lindenwold RRX Linden Avenue and Carlton Street $ 200,000 Replace Ductile Iron DI Safety and Reliability/Structural 30 Lindenwold Wayne Road, Jaguar Road, and Robert Avenue Dead 7076 Southwest Operating Area LINDENWOLD End (North of 4th Avenue) to Dead End $ 349,0.00 Replace Ductile Iron Safety and Reliability/Structural 5599 Coastal Operating Area LINWOOD Cambridge Avenue between Shore Road and Franklin Blvd $ 189, Replace Ductile Iron Relocation/Opportunity 51 Coastal Operating Area LINWOOD E. Devonshire Ave from Shore Rd to Franklin Blvd $ 189, Replace Ductile Iron Relocation/Opportunity 52 Coastal Operating Area LINWOOD Berkshire Avenue between Woode lynne Ave and Franklin Blvd $, Replace Ductile Iron Relocation/Opportunity 53 Coastal Operating Area LINWOOD Woode lynne Blvd between E. Devonshire Ave and Arlington Ave $ 123, Replace Ductile Iron Relocation/Opportunity 97 Coastal Operating Area LINWOOD Central Avenue between New Road and Shore Road $ 370, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6829 Coastal Operating Area LINWOOD Morris Avenue from Wabash Avenue, west to end of Morris Ave $ 65,000 Replace Ductile Iron 19's 2 Galvanized Steel Water Quality Q Coastal Operating Area LINWOOD Belhaven Avenue from Wabash, west to end of Belhaven $ 65,000 Replace 2 4 Ductile Iron 19's 2 Galvanized Steel Water Quality Q Coastal Operating Area LINWOOD Kirklin Avenue between Shore Road and New Road $ 465,000 Replace 2, Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area LINWOOD Shore Road (LW Ph 1) between Poplar Avenue and E. Vernon Avenue $ 887,500 Replace 3, Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LINWOOD Linwood Cleaning and Lining 2018 $ 4,200,000 Rehab 8,500 8 Other AC Safety and Reliability/Structural 2018Q Coastal Operating Area LINWOOD Shore Road (LW PH 2) from Devonshire Ave to Poplar Avenue $ 662,500 Replace 2, Ductile Iron 1910's 8 Cast Iron Safety and Reliability/Structural 2019Q4 64 Coastal Operating Area LINWOOD Shore Road (LW PH 3) between Seaview Ave and Devonshire Ave $ 950,000 Replace 3, Ductile Iron CI Safety and Reliability/Structural Shore Road (LW PH 4) Between Greenwich Avenue & Seaview LINWOOD 215 Coastal Operating Area Avenue $ 167,500 Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 214 Coastal Operating Area LINWOOD Shore Road (LW PH 5) Between Iona Avenue & Greenwich Avenue $ 35,000 Replace Ductile Iron 19 6 DI System Flows and Pressure Coastal Operating Area LINWOOD Shore Road (LW PH 6) Between Garfield Avenue & Iona Avenue $ 140,000 Replace Ductile Iron 19 6 AC System Flows and Pressure Shore Road (LW PH 7) Between Ocean Heights Avenue & Garfield LINWOOD 212 Coastal Operating Area Avenue $ 487,500 Replace 1, Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6541 Coastal Operating Area LINWOOD W. Seaview Avenue between Shore Road and Wabash Avenue $ 75,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LINWOOD Maple Avenue between US Rt 9 and Wilson Avenue $ 152,000 Replace 7 8 Ductile Iron CI Safety and Reliability/Structural 6550 Coastal Operating Area LINWOOD Davis Avenue between Maple Avenue and Shore Road $ 412,000 Replace 2,056 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 7574 Coastal Operating Area LINWOOD Lincoln Ave. Steven Dr. State St. Dee Dr. Wood Dr. $ 820,000 Replace 4,100 8 Ductile Iron AC System Flows and Pressure 225 Coastal Operating Area LINWOOD Ocean Heights Avenue Between Shore Road & Wabash Avenue $ 212,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 226 Coastal Operating Area LINWOOD Ocean Heights Avenue Between Wabash Avenue & Steelman Avenue $ 217,300 Replace Ductile Iron 1980's 8 Ductile Iron System Flows and Pressure 227 Coastal Operating Area LINWOOD Ocean Heights Avenue Between Steelman Avenue & US Route 9 $ 227,0 Replace Ductile Iron 19 8 CI System Flows and Pressure Iona Avenue from Shore Road to VLW 530, Woode lynne Blvd from LINWOOD 50 Coastal Operating Area Iona Ave to Myrtle Ave and Myrtle Ave from Shore Rd to Arbor Dr $ 412,000 Replace 1,644 8 Ductile Iron 1950's 6 Asbestos Cement Relocation/Opportunity Dawn Drive between Franklin and End of Road and Woode lynne Blvd LINWOOD 57 Coastal Operating Area between Dawn Dr and Iona Avenue $ 300,000 Replace 1,195 8 Ductile Iron 19's 6 Cast Iron Relocation/Opportunity 99 Coastal Operating Area LINWOOD Haines Avenue between New Road and Shore Road $ 376,000 Replace 2,347 8 Ductile Iron 1910's 6 Asbestos Cement Safety and Reliability/Structural 6461 Coastal Operating Area LINWOOD Patcong Avenue between Wabash Avenue and Shore Road $ 220,000 Replace Ductile Iron CI Safety and Reliability/Structural Hamilton Avenue (between New Rd and West Ave) West Avenue LINWOOD 6462 Coastal Operating Area (between Joseph Ave and Patcong Ave) $ 630,0 Replace 2, Ductile Iron 19 8 CI Safety and Reliability/Structural 6503 Coastal Operating Area LINWOOD Grammercy Avenue between Ocean Heights Ave and N. end of Road $ 240,000 Replace Ductile Iron CI Safety and Reliability/Structural 6537 Coastal Operating Area LINWOOD Frances Avenue between US Rt 9 and Shore Road $ 463,000 Replace 2,394 8 Ductile Iron AC Safety and Reliability/Structural 6538 Coastal Operating Area LINWOOD Garfield Ave between Shore Road and Wabash Avenue $ 175,000 Replace 3 8 Ductile Iron 19 4 CI Safety and Reliability/Structural 6539 Coastal Operating Area LINWOOD Greenwich Avenue between Shore Road and Wabash Avenue $ 118,800 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Page 26 of 66

201 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6543 Coastal Operating Area LINWOOD E. Seaview Avenue between Shore Rd and Franklin Blvd $ 122,500 Replace Ductile Iron CI Safety and Reliability/Structural 6544 Coastal Operating Area LINWOOD Belhaven Ave between Shore Rd and Oak Ave $ 125,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 6545 Coastal Operating Area LINWOOD W. Devonshire Ave between Shore Rd and Oak Avenue $ 243,000 Replace 1, Ductile Iron CI Safety and Reliability/Structural 6546 Coastal Operating Area LINWOOD US Route 9 from Central Ave to Monroe Ave, Cleaning & Lining $ 800,000 Rehab 4, Cast Iron 19's 12 Cast Iron Water Quality Barr Avenue between Maple Ave and Wabash Avenue & branch N. on LINWOOD 6548 Coastal Operating Area Walbash $ 3,000 Replace 1,642 8 Ductile Iron AC Safety and Reliability/Structural 6561 Coastal Operating Area LINWOOD W. Vernon Avenue between Leeds Ave and Warren Ave $ 223,000 Replace 1,110 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 7577 Coastal Operating Area LINWOOD Linwood Tank # 7. Kirklin Ave. Wabash Ave., Frances, Grammercy. $ 1,180,000 Replace 6, Ductile Iron AC System Flows and Pressure School House Dr., Belhaven Ave., Morris Ave., Princeton Ln., Harvard LINWOOD 8303 Coastal Operating Area Ln., Dartmouth Ln., Yale Ln., Grant Ave. $ 1,145,000 Replace 4,577 8 Ductile Iron 19 6 CI System Flows and Pressure 8305 Coastal Operating Area LINWOOD Richard Drive between Monroe Ave. & Van Sant Ave. $ 246,250 Replace Ductile Iron 19 6 CI System Flows and Pressure 8306 Coastal Operating Area LINWOOD Oak Avenue between Popular Avenue & Van Sant Avenue $ 192,500 Replace Ductile Iron CI System Flows and Pressure 8307 Coastal Operating Area LINWOOD Marie Avenue, Pierce Avenue, Barlett Avenue $ 505,500 Replace 2,022 8 Ductile Iron 19 6 CI System Flows and Pressure 8309 Coastal Operating Area LINWOOD Davis Ave., Wilson Ave., Sterling Ave., Brighton Dr. $ 735,000 Replace 2,934 8 Ductile Iron 19 6 CI System Flows and Pressure 8310 Coastal Operating Area LINWOOD Cedar Place $ 9,000 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area LINWOOD Wilson Avenue between Shore Road and Lincoln Avenue $ 112,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area LINWOOD Lincoln Avenue between Poplar Avenue and Sterling Avenue $ 89,000 Replace Ductile Iron CI Safety and Reliability Coastal Operating Area LINWOOD Oak Avenue between Van Sant Avenue and Devonshire Avenue $ 480,2 Replace 1, Ductile Iron 19 8 CI Safety and Reliability/Structural 8381 Coastal Operating Area LINWOOD Jefferson Avenue between Route 9 and Oak Avenue $ 140,850 Replace Ductile Iron AC Safety and Reliability/Structural 8382 Coastal Operating Area LINWOOD Edgewood Avenue between Route 9 and Pine Street $ 305,000 Replace 1,219 8 Ductile Iron AC Safety and Reliability/Structural 8383 Coastal Operating Area LINWOOD Monroe Avenue from Route 9 to Wabash Avenue $ 413,750 Replace 1,655 8 Ductile Iron CI Safety and Reliability/Structural 8384 Coastal Operating Area LINWOOD Edgewood Avenue between Wabash Avenue and Woode lynne Blvd $ 315,000 Replace 1,257 8 Ductile Iron 19 6 CI Safety and Reliability/Structural Hemlock Drive, Meadow View Ave, Dianne Ct, Devon Ave, Helena Dr LINWOOD 8395 Coastal Operating Area and Franklin Blvd between Hemlock Dr and Helena Dr $ 987,500 Replace 4,327 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 7575 Coastal Operating Area LINWOOD Laurel Ave. Elm Ave. Van Sant Ave. Bryant Ave. $ 640, Replace 33 8 Ductile Iron CI System Flows and Pressure 7587 Coastal Operating Area LINWOOD Carol Road $ 25, Replace Ductile Iron 19 2 GALV Water Quality North Operating Area LITTLE FALLS Little Falls Clove Road $ 354, Replace Ductile Iron System Flows and Pressure 38 North Operating Area LITTLE FALLS Little Falls Paterson Ave $ 647, Replace Ductile Iron Safety and Reliability/Structural 55 North Operating Area LITTLE FALLS Little Falls Turnberry (town taking over roadway) $ 328, Replace HDPE Safety and Reliability/Structural 129 North Operating Area LITTLE FALLS Little Falls Sisco Lane off of Lower Notch $ 84, Replace Ductile Iron Safety and Reliability/Structural North Operating Area LITTLE FALLS Capalbo Ave. (from Valve VLF 658BO to Dead End) $ 70, Replace Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability 30 LITTLE FALLS Morningside Circle between Francisco and Jacobus 6720 North Operating Area LITTLE FALLS (around the circle) $ 500, Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability 6748 North Operating Area LITTLE FALLS LITTLE FALLS Zeliff Ave between Main St and Woodcliffe Ave $ 250, Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6739 North Operating Area LITTLE FALLS LITTLE FALLS Notch Rd from rt 46 to Longhill Rd $ 380,000 Replace 1,0 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability/Structural 2019Q North Operating Area LITTLE FALLS LITTLE FALLS Overlook Ave from Lower Notch Rd to Notch Rd $ 4,000 Replace 2,300 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability/Structural 2019Q North Operating Area LITTLE FALLS Main St replacement (west end) $ 472,500 Replace 2, Ductile Iron 1920's 6 Cast Iron Safety and Reliability 2020Q North Operating Area LITTLE FALLS Main St center portion $ 832,500 Replace 3, Ductile Iron 1920's 6 Cast Iron Safety and Reliability 2020Q North Operating Area LITTLE FALLS LITTLE FALLS Montclair Ave from RR crossing to Oak Dr Cedar Grove $ 180,000 Replace 0 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 6747 North Operating Area LITTLE FALLS LITTLE FALLS Wilmore Rd Between Prospect St and 1st ave $ 370,000 Replace 1,850 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6836 North Operating Area LITTLE FALLS LITTLE FALLS Woods Rd from Long Hill Rd to ROW $ 280,000 Replace 1,400 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6746 North Operating Area LITTLE FALLS LITTLE FALLS Walnut St between Union and Stevens Ave $ 340,000 Replace 1,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6882 North Operating Area LITTLE FALLS LITTLE FALLS Donato Drive entire loop, plus Paul, Pine and Elm $ 592,000 Replace 2,9 8 Cast Iron 1950's 6 Cast Iron Safety and Reliability 6745 North Operating Area LITTLE FALLS LITTLE FALLS Villa Rd from Longhill Rd $ 100,000 Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6883 North Operating Area LITTLE FALLS LITTLE FALLS Loretta Dr from Bergen to town line $,000 Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural North Operating Area LITTLE FALLS Long Hill Rd $ 1,417,500 Replace 6, Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability 554 North Operating Area LITTLE FALLS Little Falls E Main St from Paterson Ave to Browertown Rd $ 925,000 Replace 3, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 6743 North Operating Area LITTLE FALLS LITTLE FALLS Notchcroft Rd from Overlook Ave to Long Hill Rd $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability/Structural 65 North Operating Area LITTLE FALLS Little Falls Main Street from Montclair Ave to Route 23 $ 832,500 Replace 3, Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 9456 North Operating Area LITTLE FALLS C&L CI mains in Little Falls $ 9,000,000 Rehab 49, Cast Iron CI Water Quality 9464 North Operating Area LITTLE FALLS Main St east end $ 1,045,000 Replace 3, Ductile Iron CI Safety and Reliability 5811 Coastal Operating Area LITTLE SILVER Crest Dr & Heights Terr Main Replacement $ 348, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability 6489 Coastal Operating Area LITTLE SILVER Branch ave 36" Valve Replacements $ 250, Replace 2 36 Cast Iron Safety and Reliability Coastal Operating Area LITTLE SILVER Sunnycrest Dr Main Replacement $ 255,000 Replace Ductile Iron 1920's 2 Cast Iron System Flows and Pressure 2017Q4 Install valves and smaller diameter pipe inside 6"CI at this NJ transit LITTLE SILVER Coastal Operating Area crossing $ 125,000 Replace HDPE CI Safety and Reliability/Structural 2017Q Coastal Operating Area LITTLE SILVER Sunnycrest Ct. $ 36,000 Replace Ductile Iron CI Relocation/Opportunity Q Coastal Operating Area LITTLE SILVER Little Silver Pky Main Replacement $ 183,750 Replace Ductile Iron 1940's 2 Cast Iron Safety and Reliability 5814 Coastal Operating Area LITTLE SILVER Winfield Dr Main Replacement $ 154,500 Replace 1,030 8 Ductile Iron 1940's 2 Cast Iron Safety and Reliability 5815 Coastal Operating Area LITTLE SILVER N Lovett Ave Main Replacement $ 153,750 Replace 1,025 8 Ductile Iron 1950's 2 Cast Iron System Flows and Pressure 5816 Coastal Operating Area LITTLE SILVER Woodland St Main Replacement $ 105,000 Replace Ductile Iron 1930's 2 Cast Iron System Flows and Pressure 250 Coastal Operating Area LITTLE SILVER Little Silver Seven Bridges Road (from Little Silver Pt Rd to Holly Dr) $ 180,000 Replace 0 8 Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity 8127 Coastal Operating Area LITTLE SILVER Prospect Ave. 2" CI, 6" CI & 6" AC $ 324,000 Replace 1,620 8 Ductile Iron CI Safety and Reliability/Structural 8128 Coastal Operating Area LITTLE SILVER Orchard Pl. 2"CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8129 Coastal Operating Area LITTLE SILVER Monroe Ave & Brook Ave. 2" CI $ 232,000 Replace 1,1 8 Ductile Iron CI Safety and Reliability/Structural 8130 Coastal Operating Area LITTLE SILVER Church St. 4" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8131 Coastal Operating Area LITTLE SILVER Standish Rd. 2 " CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8132 Coastal Operating Area LITTLE SILVER Salem Ln. 2" CI & 6"CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8133 Coastal Operating Area LITTLE SILVER Alden Terrace 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LITTLE SILVER Woodbine Ave. 2" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 8135 Coastal Operating Area LITTLE SILVER Branch Ave. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LITTLE SILVER Borden Pl. 2" CI & 6" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 8186 Coastal Operating Area LITTLE SILVER Rosslyn Ct. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8187 Coastal Operating Area LITTLE SILVER Shrewood Circle 2.25" CI $ 40,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area LOCH ARBOUR Edgemont Dr. 4" CI $ 2,000 Replace 2,0 8 Ductile Iron 10 4 CI Safety and Reliability/Structural 2020Q4 383 Southwest Operating Area LOGAN TWP Logan Mechanic Street Law Street to Church street $ 171, Replace Ductile Iron System Flows and Pressure 245 Coastal Operating Area LONG BRANCH Long Branch Oakhill Ave. Gerard Avenue and Campbell $, Replace 0 6 Ductile Iron Safety and Reliability/Structural 251 Coastal Operating Area LONG BRANCH Long Branch New Court $ 70, Replace 0 8 Ductile Iron Safety and Reliability/Structural 265 Coastal Operating Area LONG BRANCH Long Branch Sairs Avenue from Hulik to West End $ 180, Replace 0 12 Ductile Iron Relocation/Opportunity 5793 Coastal Operating Area LONG BRANCH Columbia Ave water main lowerings $ 75, Replace Ductile Iron Relocation/Opportunity 30 Page 27 of 66

202 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5913 Coastal Operating Area LONG BRANCH Vanderbuilt ave $ 50, Replace Ductile Iron 1920's 2 Steel Safety and Reliability Coastal Operating Area LONG BRANCH Hulick Place $ 132, Replace Ductile Iron Unknown 2 Galvanized Steel Safety and Reliability 6467 Coastal Operating Area LONG BRANCH Sampson Place between Long Branch Avenue and James Street $ 98, Replace 5 8 Ductile Iron 1920's 2 Galvanized Steel Safety and Reliability 6648 Coastal Operating Area LONG BRANCH Wardell St Replace 2" $ 100, Replace Ductile Iron 1920's 2 Galvanized Steel Water Quality 252 Coastal Operating Area LONG BRANCH Long Branch Shore Drive (from Patten to Narragansett) $ 450,000 Replace 3, PVC CI Safety and Reliability/Structural 2017Q Coastal Operating Area LONG BRANCH Cooper Avenue from Long Branch Ave to Ocean Blvd $ 150,000 Replace Ductile Iron System Flows and Pressure 2018Q Coastal Operating Area LONG BRANCH Elberon Terrace 2.25" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Norgrove Ave. 2" GALV $ 280,000 Replace 1,400 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Lockwood Ave 2" CI & 2" GALV $ 340,000 Replace 1,700 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Matilda Terrace & Eastbourne Ave. 2" GALV & 6" CI $ 300,000 Replace 1,500 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Passey Gardens & Ocean Blvd. 2" GALV $ 180,000 Replace 0 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Montgomery Ave. 2" GALV $ 140,000 Replace Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Ricky Ln. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Westbourne Ave. 4" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Emmons St. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Spring Street 2" & 4" CI $ 124,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Court Street 2" GALV $ 40,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH William Street 2.25 & 2" CI $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Washington Street 4" & 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Hampton Ave. 2" CI & 6" CI $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Harrison Street 2" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Lafayette St. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Lane Street 2" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH S 7th Ave. 4" & 6" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Cherry St. 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Jeffrey St. & Hillside Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Morris Ave. 6" CI $ 5,000 Replace 2,800 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Warburton Pl. 2" & 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH 7th Ave. 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH W. Columbus Pl 6" CI $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Edwards Ave. 2" & 6" CI $ 404,000 Replace 2,020 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 78 Coastal Operating Area LONG BRANCH Laurel St. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Slocum Pl. 2" & 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH 4th Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Van Dyke Pl. 8" CI $ 108,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Garfield Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Belmont Ave. 6" CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 75 Coastal Operating Area LONG BRANCH Central Place. 2.25" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Eastwood Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area LONG BRANCH Elmwood Ave. 2" GALV $ 80,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area LONG BRANCH Baruch Dr. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 261 Coastal Operating Area LONG BRANCH Long Branch Hoey Ave between Marshall and lennox $ 22,500 Replace PVC 19's 6 Ductile Iron Safety and Reliability/Structural Coastal Operating Area LONG BRANCH East St Main Replacement $ 27,000 Replace Ductile Iron 1930's 2 Ductile Iron System Flows and Pressure Coastal Operating Area LONG BRANCH Long Branch John Street from Hendrickson Ave to terminus $ 145,000 Replace 0 6 Ductile Iron System Flows and Pressure 7807 Coastal Operating Area LONG BRANCH Stratton Place 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH N. Lincoln Ave. 2" GALV & 6" CO $ 100,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 7810 Coastal Operating Area LONG BRANCH Garfield Terrace 2" CI & 6" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 7811 Coastal Operating Area LONG BRANCH Ocean Court 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Stuyveasant Place 2" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 7813 Coastal Operating Area LONG BRANCH Pullman Ave. 2 " CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7814 Coastal Operating Area LONG BRANCH Lincoln Court 2" CI $ 240,000 Replace 1,200 8 Ductile Iron AC Safety and Reliability/Structural 7815 Coastal Operating Area LONG BRANCH Bethal Ave. 4" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Royal Place 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7818 Coastal Operating Area LONG BRANCH Norgrove Place 2" & 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 7820 Coastal Operating Area LONG BRANCH Castlewall Ave. 2" GALV $ 2,000 Replace 1,300 8 Ductile Iron GALV Safety and Reliability/Structural 7821 Coastal Operating Area LONG BRANCH Elizabeth Terrace 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7823 Coastal Operating Area LONG BRANCH Branton Ave 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7826 Coastal Operating Area LONG BRANCH Cummings Ave. 2" CI & Overlook Ave 2" GALV $ 0,000 Replace 3,000 8 Ductile Iron GALV Safety and Reliability/Structural 7827 Coastal Operating Area LONG BRANCH Fairfield Ave. 2" CI & 6" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 7828 Coastal Operating Area LONG BRANCH Yorke Ave. 2" CI & 6" CI $ 164,000 Replace Ductile Iron CI Safety and Reliability/Structural 7829 Coastal Operating Area LONG BRANCH Oakley Ave. 2" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7830 Coastal Operating Area LONG BRANCH Jersey Ave. 2" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7831 Coastal Operating Area LONG BRANCH Hoey Ave. 2" CI & 4" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 7832 Coastal Operating Area LONG BRANCH Reid Street 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7833 Coastal Operating Area LONG BRANCH Marshall Court 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Lenox Ave. & Woodgate Ave. 4" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 7835 Coastal Operating Area LONG BRANCH Hollywood Ave. & Monmouth Place 2" CI $ 7,000 Replace 3,800 8 Ductile Iron CI Safety and Reliability/Structural 7837 Coastal Operating Area LONG BRANCH Hoey Street 2" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 7838 Coastal Operating Area LONG BRANCH Cottage Ave. 4" UNK, 2" CI & 4" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 7839 Coastal Operating Area LONG BRANCH Shrewsbury Ave. 4" CI & 6" AC $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 7840 Coastal Operating Area LONG BRANCH W. End Ave. 2" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 7841 Coastal Operating Area LONG BRANCH Indiana Ave. 2" GALV & 4" CI $ 0,000 Replace 3,000 8 Ductile Iron GALV Safety and Reliability/Structural 7842 Coastal Operating Area LONG BRANCH Cottage Place 4" CI & 6" CI $ 3,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 7844 Coastal Operating Area LONG BRANCH Howland Ave. 2" $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 7847 Coastal Operating Area LONG BRANCH W. End Court 4" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7848 Coastal Operating Area LONG BRANCH Eastbourne Ave. 1.25" CI & 2" CI $ 3,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 7850 Coastal Operating Area LONG BRANCH High Street 2" CI & 6" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 7851 Coastal Operating Area LONG BRANCH Summer Street & Springdale Ave. 2" & 6" CI $ 380,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 7853 Coastal Operating Area LONG BRANCH Pearl Street 2" CI & 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 7856 Coastal Operating Area LONG BRANCH Cleveland Ave. 2" CI & 6" AC $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural Page 28 of 66

203 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7857 Coastal Operating Area LONG BRANCH N. Bath Ave. 2" GALV & 4" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 7858 Coastal Operating Area LONG BRANCH Dunbar Ave. 2" CI $ 220,000 Replace 1,100 8 Ductile Iron DI Safety and Reliability/Structural 7859 Coastal Operating Area LONG BRANCH Vanpelt Place 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Arthur Ave 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7861 Coastal Operating Area LONG BRANCH Ocean Blvd. 2" BTWN Dunbar Ave. & Arthur Ave. $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7864 Coastal Operating Area LONG BRANCH Nesto Terrace 2" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 7877 Coastal Operating Area LONG BRANCH Jay Street 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Willow Ave. 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 7886 Coastal Operating Area LONG BRANCH Park Pl. 2" GALV $,000 Replace 0 8 Ductile Iron GALV Safety and Reliability/Structural 7887 Coastal Operating Area LONG BRANCH Brinley St. 2" CI $ 100,000 Replace Ductile Iron DI Safety and Reliability/Structural 7888 Coastal Operating Area LONG BRANCH Conover Pl. 2" GALV $ 44,000 Replace Ductile Iron GALV Safety and Reliability/Structural Coastal Operating Area LONG BRANCH 3rd Ave. 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 7897 Coastal Operating Area LONG BRANCH Memorial Pkwy. 2" CI $,000 Rehab Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH N. 2nd Ave. 4" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Liberty St. 6" CI $ 140,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 73 Coastal Operating Area LONG BRANCH Monmouth Ave. 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 74 Coastal Operating Area LONG BRANCH Union Ave. 6" CI 7 6" AC $ 340,000 Replace 1,700 8 Ductile Iron CI Safety and Reliability/Structural 76 Coastal Operating Area LONG BRANCH Seaview Ave. 2" GALV 6" AC, 6" CI & 8" CI $ 540,000 Replace 2,700 8 Ductile Iron CI Safety and Reliability/Structural 77 Coastal Operating Area LONG BRANCH Witmer Place 2" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 78 Coastal Operating Area LONG BRANCH James Street 6" CI $ 126,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Rosewood Ave. 2" GALV & 2" CI $ 200,000 Replace 1,000 6 Ductile Iron CI Safety and Reliability/Structural 7913 Coastal Operating Area LONG BRANCH Mac Arthur Ave. 2" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7914 Coastal Operating Area LONG BRANCH Calvert Ave. 2" CI $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Charles Street 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH Long Branch Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 7917 Coastal Operating Area LONG BRANCH Hoyt St. Now Court Street 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area LONG BRANCH East Hillsdale Ave. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8302 Coastal Operating Area LONG BRANCH Middle Ln. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 8324 Coastal Operating Area LONG BRANCH River Ln. 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7239 Coastal Operating Area LONG BRANCH Ocean ave. from Brighton ave to Morris ave $ 795, Replace Ductile Iron Safety and Reliability/Structural 7375 Coastal Operating Area LONG BRANCH Brighton ave $ 210, Replace Ductile Iron CI Relocation/Opportunity 88 North Operating Area LONG HILL TWP Long Hill Rayburn Road (East and West) $ 6, Replace Ductile Iron Safety and Reliability/Structural 89 North Operating Area LONG HILL TWP Long Hill High Street Maple to Central $ 387, Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural 132 North Operating Area LONG HILL TWP Long Hill Old Mill Road $ 89, Replace Ductile Iron System Flows and Pressure 136 North Operating Area LONG HILL TWP Long Hill Circle Drive (southern portion) $ 224, Replace Ductile Iron Safety and Reliability/Structural 5737 North Operating Area LONG HILL TWP Springfield Ave Valley Rd RRxng BerkHts LongHill $ 1,500, Replace HDPE 1930's 8 Steel Safety and Reliability/Structural 6753 North Operating Area LONG HILL TWP LONG HILL Sherwood Lane from Pleasant Plains Rd. to Forest Drive $ 0, Replace PVC 1970's 8 Ductile Iron Safety and Reliability/Structural 61 North Operating Area LONG HILL TWP LONG HILL Carlton Rd from Long Hill Rd to Dogwood Terrace $ 540, Replace PVC 1970's 12 Ductile Iron Safety and Reliability/Structural 7054 North Operating Area LONG HILL TWP Carlton Road, From White Bridge Rd. to Dogwwod Terrace $ 922, Replace Ductile Iron 1970's 12 Cast Iron Safety and Reliability/Structural 6525 North Operating Area LONG HILL TWP Passaic Ave and North Ave from Somerset to end north of Chestnut St. $ 459,375 Replace 1,375 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 2017Q North Operating Area LONG HILL TWP Maple Av from St Joseph to Delaware $ 170,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area LONG HILL TWP Central Ave from Long Hill Rd to Chestnut St $ 359,000 Replace 1,795 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q North Operating Area LONG HILL TWP LONG HILL Forest Dr from Lupine $ 400,000 Replace 2,000 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area LONG HILL TWP Long Hill Rd from Merersvillle Rd to Hydrant HLH 84 east of Gillette Rd. $ 949,500 Replace 4, Ductile Iron 1940's 6 Stove Pipe System Flows and Pressure 6523 North Operating Area LONG HILL TWP Union Street from dead end to Warren Ave $ 312,000 Replace 1,5 8 Ductile Iron Unknown 6 Cast Iron System Flows and Pressure 6534 North Operating Area LONG HILL TWP Pine Street from High Street to Dead end $ 54,000 Replace 3 4 Ductile Iron 1930's 2 Cast Iron System Flows and Pressure North Operating Area LONG HILL TWP LONG HILL Elm St from Central Ave $ 400,000 Replace 2,000 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 6526 North Operating Area LONG HILL TWP Essex St from Passaic Ave to Warren Ave $ 395,000 Replace 1,975 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6535 North Operating Area LONG HILL TWP Chestnut Street from North Ave to Central Ave $ 183,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 6244 North Operating Area LONG HILL TWP Hillside Drive from Long Hill Rd to Lacey Ave $ 156,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 6752 North Operating Area LONG HILL TWP LONG HILL Madison St Morristown Rd $ 230,000 Replace 1,150 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6504 North Operating Area LONG HILL TWP Meyersville Rd from New Vernon Rd to Crestwood Rd $ 662,000 Replace 3,310 8 Ductile Iron 19's 8 Cast Iron Water Quality 6529 North Operating Area LONG HILL TWP Mercer Street from Passaic Ave to end $ 327,000 Replace 1,635 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 6533 North Operating Area LONG HILL TWP Railroad Ave from end to end $ 174,125 Replace Ductile Iron Safety and Reliability/Structural 6751 North Operating Area LONG HILL TWP LONG HILL King Drive from Norwood Drive $ 1,000 Replace Cast Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6754 North Operating Area LONG HILL TWP LONG HILL Western Blvd from Valley to end $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural Passaic Ave from Valley Rd to Hydrant HLH 75 just South of Somerset LONG HILL TWP 6506 North Operating Area St. $ 370,000 Replace 1,850 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6878 North Operating Area LONG HILL TWP LONG HILL Oaks Rd from Basking Ridge Rd to Cross Hill Rd $ 210,000 Replace 1,050 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability 6528 North Operating Area LONG HILL TWP Mercer Street from Passaic Ave to end $ 327,000 Replace 1,635 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 6755 North Operating Area LONG HILL TWP LONG HILL Winding Way from Chestnut St to High Street $ 500,000 Replace 2,500 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 7293 North Operating Area LONG HILL TWP Somerset St from Main St west to dead end $ 200, Replace Ductile Iron Safety and Reliability/Structural 7538 North Operating Area LONG HILL TWP Valley Road Ph 1, from Morristown Rd to Passaic Ave. $ 1,765, Replace Ductile Iron CI Relocation/Opportunity 7578 North Operating Area LONG HILL TWP Valley Road Ph 2, from Morristown Rd to Mountain Ave $ 925, Replace Ductile Iron DI Safety and Reliability 393 Southwest Operating Area LUMBERTON TWP Lumberton Landing Street Acacia Apartments to creek $ 270, Replace Ductile Iron #N/A #N/A #N/A System Flows and Pressure 394 Southwest Operating Area LUMBERTON TWP Lumberton Wilson Ave Main Street to Dead end $ 105, Replace Ductile Iron Safety and Reliability/Structural Lumberton Spout Spring Avenue West South Avenue to West South 5338 Southwest Operating Area LUMBERTON TWP Avenue $ 380, Replace Ductile Iron 1950's 6 Asbestos Cement Water Quality 5510 Southwest Operating Area LUMBERTON TWP Lumberton Creek Road Main Street to HULM 65 $ 20,000 Replace 30 6 Ductile Iron 1970's 4 Cast Iron System Flows and Pressure Southwest Operating Area LUMBERTON TWP Lumberton Ross Street Chestnut Street to Main Street $ 115,000 Replace Ductile Iron 1970's 4 Cast Iron System Flows and Pressure 11 Southwest Operating Area LUMBERTON TWP Lumberton Moore Street Main Street to Chambers Street $ 80,750 Replace Ductile Iron 1970's 4 Cast Iron System Flows and Pressure Southwest Operating Area LUMBERTON TWP Lumberton Chambers Street Chestnut Street to Moore Street $ 85,500 Replace Ductile Iron 1970's 4 Cast Iron System Flows and Pressure Southwest Operating Area LUMBERTON TWP Lumberton Spout Spring Avenue West South Avenue to Dead End $ 1,000 Replace 1,000 8 Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 8693 Southwest Operating Area LUMBERTON TWP Lumberton Eayrestown Road Between Route 38 to Municipal Drive $ 1,540,000 Replace 6, Ductile Iron DI Sustained Economic Growth Page 29 of 66

204 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter LUMBERTON TWP Lumberton Poplar Ct, Oakdale Dr, Hickory Ct, Woodstock Ct, Williams Ct, Edwards Ct, Neil Ct between Nassau Road, Glenwood Road and 8832 Southwest Operating Area Maple Grove Boulevard $ 332,500 Replace 1,138 4 Ductile Iron PVC Sustained Economic Growth 354 Southwest Operating Area MAGNOLIA Magnolia Brooke Avenue (East) West Atlantic to Walnut $ 95, Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 355 Southwest Operating Area MAGNOLIA Magnolia Brooke Avenue (West) Otterbranch to Albertson $ 300, Replace 10 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 356 Southwest Operating Area MAGNOLIA Magnolia Lincoln Avenue West Atlantic to Walnut $ 95, Replace Ductile Iron System Flows and Pressure 357 Southwest Operating Area MAGNOLIA Magnolia Jackson Avenue West Atlantic to Charles $ 320, Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 358 Southwest Operating Area MAGNOLIA Magnolia West Jackson Avenue East Atlantic to Warwick $ 210, Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 359 Southwest Operating Area MAGNOLIA Magnolia West Madison Avenue West Atlantic to Albertson $ 230, Replace 0 8 Ductile Iron 1950's 4 Cast Iron System Flows and Pressure Magnolia North Walnut Street West Lincoln Street to NJAW Southwest Operating Area MAGNOLIA Magnolia Station $ 80, Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural Magnolia West Atlantic Avenue West Brooke Avenue to West 7189 Southwest Operating Area MAGNOLIA Evesham Avenue (CR 544) $ 266, Replace Ductile Iron Safety and Reliability/Structural 7615 Southwest Operating Area MAGNOLIA Magnolia Warwick Atlantic Ave Railroad Crossing $ 200,000 Replace Ductile Iron AC Safety and Reliability/Structural Q Southwest Operating Area MAGNOLIA Warwick Road Evesham Road to Atlantic Ave $ 350,000 Replace 1,632 8 Ductile Iron DI Safety and Reliability/Structural Magnolia E Jefferson Avenue, Lafayette Avenue, Stephen Place, MAGNOLIA 8573 Southwest Operating Area Cumberland Avenue, E Washington Avenue and Gloucester Avenue $ 1,280,0 Replace 6,740 8 Ductile Iron AC Safety and Reliability/Structural Magnolia Camden Avenue, Brook Avenue, Williams Road, Paulson MAGNOLIA Drive, Fern Avenue, Phillips Avenue, Maryland Avenue, Marion 8574 Southwest Operating Area Avenue, Davis Road, Johnson Place, and Arnold Place $ 1,9,800 Replace 10,320 8 Ductile Iron AC Safety and Reliability/Structural 8922 Southwest Operating Area MAGNOLIA Magnolia RRX at N Warwick Road and E Atlantic Avenue $ 200,000 Replace Ductile Iron AC Safety and Reliability/Structural Southwest Operating Area MAGNOLIA Magnolia RRX at W Evesham Avenue and N Atlantic Avenue $ 200,000 Replace 6 Ductile Iron CI Safety and Reliability/Structural Southwest Operating Area MAGNOLIA Magnolia RRX at W Lincoln Avenue and N Atlantic Avenue $ 200,000 Replace 8 Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MANTOLOKING Mantoloking E. Pelican Way $ 65, Replace 0 6 Ductile Iron System Flows and Pressure 275 Coastal Operating Area MANTOLOKING Mantoloking E. Marlin Way $ 65, Replace 0 6 Ductile Iron System Flows and Pressure 3 Coastal Operating Area MANTOLOKING Mantoloking Herbert Street $ 40, Replace Ductile Iron Water Quality Coastal Operating Area MANTOLOKING Mantoloking Route 35 $ Replace Ductile Iron Safety and Reliability/Structural 651 Coastal Operating Area MANTOLOKING Mantoloking Route 35 $ Replace Ductile Iron Safety and Reliability/Structural DOT Funded Mantoloking Downer Ave from Bay Ave to terminus Coastal Operating Area MANTOLOKING (bay). $ 32, Replace Ductile Iron Safety and Reliability/Structural 787 Coastal Operating Area MANTOLOKING Mantoloking Herbert St from Rt 35 to Barnegat Ln. $ 24, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area MANTOLOKING Mantoloking Chafey Pl from Rt 35 to East Ave (connect to Rt 35). $ 52, Replace 2 8 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area MANTOLOKING Mantoloking Carrigan Pl from Rt 35 to East Ave (extend to Rt 35). $ 44, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 30 7 Coastal Operating Area MANTOLOKING Mantoloking Mathis Pl from Rt 35 to East Ave (extend to Rt 35). $ 48, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area MANTOLOKING Mantoloking Channel Ln from HMA 32 tee to terminus (bay). $ 28, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area MANTOLOKING Mantoloking Old Bridge St from Bay Ave to terminus (bay). $ 25,200 Replace Ductile Iron 1950's 2.5 Cast Iron Safety and Reliability/Structural Q Coastal Operating Area MANTOLOKING East Avenue from Mathis Place to Lyman Street, Mantoloking $ 540,000 Replace 2,700 8 Ductile Iron Safety and Reliability 2020Q4 282 Coastal Operating Area MANTOLOKING Mantoloking Shell Road (from Rt 35 N to Terminus) $ 30,000 Replace Ductile Iron 1940's 2 Cast Iron Relocation/Opportunity Coastal Operating Area MANTOLOKING Mantoloking Barnegat Lane / Bay Ave $ 200,000 Replace 1, Ductile Iron Unknown None Selected Cast Iron Safety and Reliability/Structural 72 Central Operating Area MANVILLE BOROUGH Manville Camplain Rd. 9th Ave to 20th Ave $ 400, Replace Ductile Iron Relocation/Opportunity 73 Central Operating Area MANVILLE BOROUGH Manville North 3 ThirdDukes Parkway to Brook Blvd $ 234, Replace Ductile Iron Safety and Reliability/Structural 74 Central Operating Area MANVILLE BOROUGH Manville North FourthDukes Parkway to Brook Blvd $ 270, Replace Ductile Iron Safety and Reliability/Structural 75 Central Operating Area MANVILLE BOROUGH Manville North First Street $ 370, Replace Ductile Iron Safety and Reliability/Structural 76 Central Operating Area MANVILLE BOROUGH Manville North Second Ave $ 413, Replace 0 8 Ductile Iron Safety and Reliability/Structural 635 Central Operating Area MANVILLE BOROUGH Manville South Main Street/Roosevelt $ 142, Replace 1 8 Ductile Iron Safety and Reliability/Structural Central Operating Area MANVILLE BOROUGH Roosevelt Avenue Main Replacement between 13 Ave and 20th ave $ 350, Replace Ductile Iron Safety and Reliability/Structural 5289 Central Operating Area MANVILLE BOROUGH North 8th Avenue from Brooks Blvd to Dukes Pky $ 400, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 5410 Central Operating Area MANVILLE BOROUGH Beekman St Main Replacement $ 100, Replace 3 8 FRP 1930's 4 Cast Iron Safety and Reliability/Structural Central Operating Area MANVILLE BOROUGH William St Main Replacement $ 200, Replace Ductile Iron 1930's 6 Cast Iron Relocation/Opportunity 5418 Central Operating Area MANVILLE BOROUGH Rosalie St Main Relacement $ 200, Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 5419 Central Operating Area MANVILLE BOROUGH Arlington Street Main Replacement $ 200, Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 5420 Central Operating Area MANVILLE BOROUGH Weiss St Main Replacement $ 20, Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 5421 Central Operating Area MANVILLE BOROUGH North St main replacement $ 300, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 5426 Central Operating Area MANVILLE BOROUGH South 21th Ave Main Replacement $ 225, Replace Ductile Iron Safety and Reliability/Structural 5494 Central Operating Area MANVILLE BOROUGH Gladys Ave Main replacement $ 250, Replace Ductile Iron 1930's 6 Unknown Safety and Reliability/Structural 5496 Central Operating Area MANVILLE BOROUGH North Orchard St Main Replacement $ 200, Replace Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 5497 Central Operating Area MANVILLE BOROUGH Bridge St main replacement $ 150, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural Central Operating Area MANVILLE BOROUGH Garry St Main Replacement $ 2, Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 5771 Central Operating Area MANVILLE BOROUGH Rabens Avenue Main Replacement $ 340, Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 5772 Central Operating Area MANVILLE BOROUGH South Greasheimer St Main Replacement $ 200, Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 5774 Central Operating Area MANVILLE BOROUGH Fable Ave Main Replacement $ 270, Replace 0 8 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 51 Central Operating Area MANVILLE BOROUGH South 12th Ave main replacement $ 68, Replace Ductile Iron Safety and Reliability/Structural Central Operating Area MANVILLE BOROUGH Marion Place/ St John St Main Replacement $ 1, Replace Ductile Iron 1940's 4 Asbestos Cement System Flows and Pressure 6759 Central Operating Area MANVILLE BOROUGH North 8th Ave $ 125, Replace 5 8 Ductile Iron 1940's 4 Asbestos Cement Safety and Reliability/Structural 6761 Central Operating Area MANVILLE BOROUGH North 6th Ave main replacement $ 115, Replace Ductile Iron 1940's 4 Asbestos Cement Safety and Reliability/Structural 6762 Central Operating Area MANVILLE BOROUGH North 5th Ave main replacement $ 102, Replace Ductile Iron 1940's 4 Cast Iron Safety and Reliability/Structural Central Operating Area MANVILLE BOROUGH Manville Finderne Ave south of English CT bridge $ 200,000 Replace Steel 19's 12 Galvanized Steel Safety and Reliability Q4 46 Central Operating Area MANVILLE BOROUGH South 14th Ave Main replacement $ 145,000 Replace Ductile Iron CI Safety and Reliability/Structural Q4 63 Central Operating Area MANVILLE BOROUGH South 16th Ave Main replacement $ 150,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q4 77 Central Operating Area MANVILLE BOROUGH North 5th Avenue Main replacement $ 400,000 Replace 1,774 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 78 Central Operating Area MANVILLE BOROUGH North 6th Ave Main Replacement $ 500,000 Replace 2,077 8 Ductile Iron AC Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South St Main Replacement $ 1,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH Dakota St Main replacement $ 150,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q4 9 Central Operating Area MANVILLE BOROUGH South 3rd Ave Main Replacement between South St and Camplain Rd. $ 325,000 Replace 1,688 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH Filak Ave /South 2nd St Main Replacement $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 18th Ave. Main Replacement $ 300,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 17th Ave Main Replacement $ 300,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 16th Ave Main Replacement $ 300,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 14 Ave. Main Replacement $ 300,000 Replace 1,123 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 13 Ave Main replacement $ 300,000 Replace 1,157 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Page 30 of 66

205 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 9185 Central Operating Area MANVILLE BOROUGH Pope St Main replacement $ 350,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH South 7th Street Main Replacement $ 400,000 Replace 1,722 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 77 Central Operating Area MANVILLE BOROUGH Manville S Main Street bridge Roosevelt to JFK $ 648,000 Replace 1, Ductile Iron 1930's 10 Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH Central avenue Main Replacement $ 100,000 Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 2019Q4 45 Central Operating Area MANVILLE BOROUGH South 15th Ave Main replacement $ 171,416 Replace Ductile Iron CI Safety and Reliability/Structural Q4 80 Central Operating Area MANVILLE BOROUGH North 7th Avenue Main Replacement $ 550,000 Replace 2,293 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area MANVILLE BOROUGH Washington Ave Main Replacement $ 150,000 Replace 4 8 Ductile Iron AC Safety and Reliability/Structural Q Central Operating Area MANVILLE BOROUGH South 5Th Ave Main Replacement $ 450,000 Replace 1,875 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 6th Street Main replacement $ 400,000 Replace 1,712 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 8th Avenue Main replacement $ 400,000 Replace 2,043 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 10th Avenue main replacement $ 350,000 Replace 1,477 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 12th Ave Main Replacement $ 350,000 Replace 1,453 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 11th Street Main replacement $ 400,000 Replace 2,079 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area MANVILLE BOROUGH South 15th Ave main replacement $ 300,000 Replace Ductile Iron CI Safety and Reliability/Structural 5409 Central Operating Area MANVILLE BOROUGH Gladys Ave Main Replacement $ 250,000 Replace 1,0 8 Ductile Iron Safety and Reliability/Structural 5495 Central Operating Area MANVILLE BOROUGH RR Place main replacement $ 75,000 Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 30 Onka street Main replacement between Kennedy Blvd and Raritan MANVILLE BOROUGH 6161 Central Operating Area Ave. $ 300,000 Replace 1,2 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6577 Central Operating Area MANVILLE BOROUGH Huff Bridge St $ 50,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability Central Operating Area MANVILLE BOROUGH South 20 Ave Main Replacement $ 112,000 Replace Ductile Iron AC Safety and Reliability/Structural North Operating Area MAPLEWOOD Summit Ave between Baldwin and Garfield $ 100, Replace Ductile Iron 1940's 2 Cast Iron System Flows and Pressure 5701 North Operating Area MAPLEWOOD Wyoming Historic District rehabilitation of unlined cast iron mains $ 4,000, Base Project Cast Iron Water Quality 5703 North Operating Area MAPLEWOOD Wooodland Road from Jefferson Road to Beach Place (West) $, Replace 0 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 5707 North Operating Area MAPLEWOOD Lenox Place and Maplewood Ave Ridgewood Road to Baker Street $ 244, Replace Ductile Iron 1910's 4 Ductile Iron System Flows and Pressure 5708 North Operating Area MAPLEWOOD Everitt Place Highland Place to Baker Street $ 75, Replace Ductile Iron System Flows and Pressure 30 Maplewood Ave and Beach Pl Maplewood Ave from Jefferson to MAPLEWOOD 5705 North Operating Area Beach Pl and Beach Pl from Maplewood Av to Woodland $ 247,500 Replace 1, Ductile Iron 1910's 4 Ductile Iron System Flows and Pressure 2017Q North Operating Area MAPLEWOOD Maplewood Ave Lenox Ave to Beach Place $ 450,000 Replace 2, Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2017Q North Operating Area MAPLEWOOD Oakland Rd, Maplewood between Dunnell Rd & Kensington Terr $ 270,000 Replace 2 16 Ductile Iron CI System Flows and Pressure 2017Q North Operating Area MAPLEWOOD Mountain Ave from Ridgewood to Maplewood $ 135,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q North Operating Area MAPLEWOOD Hickory Drive Kermit to Ridgewood $ 230,000 Replace 1,150 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2019Q North Operating Area MAPLEWOOD Maplewood Ave Jefferson to Parker $ 192,000 Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 2019Q4 16 in Kensington, then Prospect, Elmwood, Boyden and MAPLEWOOD 9301 North Operating Area Parker to the Irvington line $ 2,300,000 Replace 9, Ductile Iron CI Safety and Reliability/Structural 2019Q4 07 North Operating Area MAPLEWOOD Concord from Prospect to Florida $ 1,000 Replace Ductile Iron CI Safety and Reliability North Operating Area MAPLEWOOD Wyoming Historic Disctrict rehabilitation of cast iron water mains $ 4,500,000 Rehab 20,000 6 Cast Iron 1910's 6 Cast Iron Water Quality 9438 North Operating Area MAPLEWOOD Cedar Lane from Wyoming Ave to Walton Road $ 1,212, Rehab Cast Iron CI System Flows and Pressure 39 North Operating Area MENDHAM BOROUGH Mendham Boro Phoenix Dr $ 256, Replace Ductile Iron Safety and Reliability/Structural 59 North Operating Area MENDHAM BOROUGH Mendham Main Street (harmony brook x ing) $ 65, Replace Ductile Iron Unknown 12 Cast Iron Relocation/Opportunity North Operating Area MENDHAM BOROUGH Mendham Main Street (Burnett Creek Culvert X ing) $ 130, Replace Ductile Iron Relocation/Opportunity North Operating Area MENDHAM BOROUGH W. Main Street from Mountain Ave to Ralston Hill Rd $ 1,787, Replace Ductile Iron Unknown 6 Cast Iron System Flows and Pressure 7036 North Operating Area MENDHAM BOROUGH Knollwood Well to Horizon tank feed $ 0,000 Replace 3, Other 19's 12 Cast Iron Safety and Reliability 2017Q North Operating Area MENDHAM BOROUGH Hallstead Road from E. Main St to End $ 281,750 Replace 1,610 6 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area MENDHAM BOROUGH Prospect Street from Hilltop Rd to End $ 281,750 Replace 1,610 6 Ductile Iron Unknown 4 Cast Iron System Flows and Pressure 2019Q North Operating Area MENDHAM BOROUGH Mountain Side Road from Mountain Ave to west of hydrant HMH 175 $ 766,000 Replace 3,830 8 Ductile Iron Unknown 6 Asbestos Cement System Flows and Pressure 2019Q North Operating Area MENDHAM BOROUGH Maple Ave from Mountain Ave to Garabrant St $ 393,000 Replace 1,965 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 2019Q North Operating Area MENDHAM BOROUGH Garabrant St from Mountain Ave to Maple Ave $ 2,000 Replace 1,300 8 Ductile Iron Unknown 8 Asbestos Cement Safety and Reliability 2019Q North Operating Area MENDHAM BOROUGH East Main Street from Cold Hill Rd to Mountain Ave $ 1,181,250 Replace 5, Ductile Iron Unknown 6 Ductile Iron System Flows and Pressure 2019Q North Operating Area MENDHAM BOROUGH Rehab project Horizon Dr and Glenbrook Rd $ 9,000 Rehab 6,0 8 Cast Iron Unknown 8 Cast Iron System Flows and Pressure 2020Q4 Rehab project area next to West Morris High School and Tempe Wick MENDHAM BOROUGH 6334 North Operating Area Rd $ 1,9,000 Rehab 9,950 8 Cast Iron Unknown 8 Unknown System Flows and Pressure 2020Q4 Rehab project area next to West Morris High School and Tempe Wick MENDHAM BOROUGH 6335 North Operating Area Rd $ 1,9,000 Rehab 9,950 8 Cast Iron Unknown 6 Cast Iron System Flows and Pressure 2020Q North Operating Area MENDHAM BOROUGH Talmage Rd from Hilltop Road to Corey Lane $ 1,558,125 Replace 6, Ductile Iron Unknown None Selected Cast Iron System Flows and Pressure 6340 North Operating Area MENDHAM BOROUGH Hilltop Rd from Talmage Rd to Bernardsville Rd $ 1,641,250 Replace 6, Ductile Iron Unknown 6 Cast Iron System Flows and Pressure 6341 North Operating Area MENDHAM BOROUGH Horseshoe Bend Rd from Bernardsville Rd to Corey Lane $ 1,428,750 Replace 6, Ductile Iron Unknown 8 Asbestos Cement System Flows and Pressure 6791 North Operating Area MENDHAM BOROUGH MENDHAM BOROUGH Country Lane from Main St to Lake Dr $ 330,000 Replace 1,650 8 Ductile Iron Unknown 8 Asbestos Cement Safety and Reliability/Structural 6793 North Operating Area MENDHAM BOROUGH MENDHAM BOROUGH Mansfield Rd from Maple Ave $ 80,000 Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 30 MENDHAM TWP Florie Farm Rd from Mountain Ave to Knollwood MENDHAM BOROUGH 6830 North Operating Area Trail $ 562,500 Replace 2, Ductile Iron Unknown 12 Ductile Iron Safety and Reliability/Structural 6332 North Operating Area MENDHAM BOROUGH Bower Dr from Phoenix Dr. to Dean Rd $ 166,400 Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6792 North Operating Area MENDHAM BOROUGH MENDHAM BOROUGH Hoffman Rd from Mountain Ave to Bowers $ 1,000 Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 7639 North Operating Area MENDHAM BOROUGH Talmage Road between Coventry Road and Corey Lane $ 648,000 Replace 3,678 8 Ductile Iron 19 4 CI System Flows and Pressure 6325 North Operating Area MENDHAM TWP Browning Court from Corey Lane to end $ 364, Replace Ductile Iron Unknown 6 Cast Iron Water Quality 6326 North Operating Area MENDHAM TWP Thackery Lane from Corey Lane to end $ 412, Replace 20 8 Ductile Iron 10's 2 Galvanized Steel Water Quality 6795 North Operating Area MENDHAM TWP MENDHAM TWP Knollwood Trail from Deer Run to Farm Rd $ 8,000 Replace 4,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6794 North Operating Area MENDHAM TWP MENDHAM TWP Hilltop Cir from Deer Run to Cherry Lane $ 0,000 Replace 4,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural Middle Township Brighton Road Between Stone Harbor Blvd & Coastal Operating Area MIDDLE TWP Ormand Road $ 61, Replace Ductile Iron System Flows and Pressure Middle Township Highland Road Between Stone Harbor Blvd & 176 Coastal Operating Area MIDDLE TWP Ormand Road $ 157, Replace Ductile Iron System Flows and Pressure Middle Township US Route 9 Between 200 ft south of Colonial Ave 196 Coastal Operating Area MIDDLE TWP & Pacific Avenue (CM B 7.2) $ 192, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural Middle Township US Route 9 Between Pacific Avenue & Hand 197 Coastal Operating Area MIDDLE TWP Avenue $ 577, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Middle Township US Route 9 Between Hand Avenue & Mechanic 210 Coastal Operating Area MIDDLE TWP Street $ 330, Replace 0 12 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Middle Township US Route 9 Between Stone Harbor Blvd & 211 Coastal Operating Area MIDDLE TWP Mechanic $ 495, Replace Ductile Iron System Flows and Pressure Page 31 of 66

206 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Middle Township Mechanic Street Between US Route 9 & Boyd 221 Coastal Operating Area MIDDLE TWP Street (CM B 6) $ 150, Replace 0 12 Ductile Iron System Flows and Pressure Middle Township Romney Place Between US Route 9 & Magnolia 224 Coastal Operating Area MIDDLE TWP Drive (Romney Moratorium ends Jan 2016) $ 258, Replace Ductile Iron 1950's 3 Cast Iron System Flows and Pressure 242 Coastal Operating Area MIDDLE TWP Stone Harbor Blvd Between Brighton Rd & Bayberry Drive $ 100, Replace Ductile Iron 19's 6 Cast Iron Relocation/Opportunity Coastal Operating Area MIDDLE TWP Middle Township Crest Haven Rd Between Parkway & Moore Rd $ 75, Replace Ductile Iron Relocation/Opportunity 5275 Coastal Operating Area MIDDLE TWP Middle Township GSP Interchanges 9 11 (NJDOT Betterments) $ 256, Replace Ductile Iron Relocation/Opportunity 6137 Coastal Operating Area MIDDLE TWP MT Hand Ave between Dias Creek Rd and Boyd St $ 245, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6140 Coastal Operating Area MIDDLE TWP MT Mount Vernon Ave between Crest Rd and E. Romney Pl $ 71, Replace Ductile Iron 1970's 6 Asbestos Cement System Flows and Pressure Coastal Operating Area MIDDLE TWP MT E. Romney Pl between Mt Vernon Ave and End $ 56, Replace Ductile Iron Unknown 8 Unknown System Flows and Pressure Coastal Operating Area MIDDLE TWP MT Crest Road between SH Blvd and Mount Vernon Ave $ 234, Replace Ductile Iron 1940's 6 Asbestos Cement System Flows and Pressure 6157 Coastal Operating Area MIDDLE TWP MT Fairmont Road between Ormond Rd and SH Blvd $ 133, Replace 7 8 Ductile Iron 1940's 8 Asbestos Cement Safety and Reliability 6158 Coastal Operating Area MIDDLE TWP MT Ormond Road between Route 9 and Fairmont Rd $ 155, Replace 8 8 Ductile Iron 1940's 8 Asbestos Cement Safety and Reliability 222 Coastal Operating Area MIDDLE TWP Mechanic Street between Goshen Road and Magnolia Avenue $ 465,000 Replace 1, Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 223 Coastal Operating Area MIDDLE TWP Goshen Road Between Mechanic Street & Railroad Avenue (CM B 4) $ 175,000 Replace 6 12 Ductile Iron 1950's 2 Galvanized Steel System Flows and Pressure 5256 Coastal Operating Area MIDDLE TWP Valley Road between Pacific and End $ Replace Ductile Iron GALV System Flows and Pressure Coastal Operating Area MIDDLE TWP Eldredge Road from Bennett Road to End $ 300,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area MIDDLE TWP Mechanic Street from 8 inch DI to Dias Creek Road $ 140,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 59 Coastal Operating Area MIDDLE TWP Mechanic Street from the railroad tracks to North Boyd Street $ 110,000 Replace 1, Ductile Iron CI System Flows and Pressure 5614 Coastal Operating Area MIDDLE TWP Dias Creek Road from Mechanic Street to Hand Avenue $ 124,000 Replace Ductile Iron AC System Flows and Pressure 6132 Coastal Operating Area MIDDLE TWP Atlantic Avenue between Boyd St and Route 9 $ 131,250 Replace Ductile Iron CI System Flows and Pressure 6134 Coastal Operating Area MIDDLE TWP Bennett Road between Route 9 and Bayberry Dr, Bore Under Parkway $ 512,500 Replace 1,650 8 Ductile Iron CI System Flows and Pressure 6135 Coastal Operating Area MIDDLE TWP Boyd Street between Romney Place and Mechanic St $ 162,750 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6136 Coastal Operating Area MIDDLE TWP Boyd Street between Stites Ave and Pacific Ave $ 250,250 Replace 1,396 8 Ductile Iron CI System Flows and Pressure 6138 Coastal Operating Area MIDDLE TWP Douglass Rd between Bennett Rd and southern end of Douglass $ 27,125 Replace Ductile Iron AC Safety and Reliability Coastal Operating Area MIDDLE TWP Poplar Street between Mechanic St and Church St $ 94,500 Replace Ductile Iron AC System Flows and Pressure 6142 Coastal Operating Area MIDDLE TWP Eldredge Road between Steel Rd and End of Eldredge $ 105,000 Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability Coastal Operating Area MIDDLE TWP Fitch Road between Steel Rd and End of Fitch Rd $ 122,500 Replace Ductile Iron AC System Flows and Pressure 6144 Coastal Operating Area MIDDLE TWP Steel Road between Hewitt Rd and End of Steel Rd $ 36,750 Replace Ductile Iron 1940's 8 Asbestos Cement Safety and Reliability Coastal Operating Area MIDDLE TWP Bennett Road between GSP and Fitch Rd $ 183,300 Replace 1,188 8 Ductile Iron CI Safety and Reliability/Structural 6147 Coastal Operating Area MIDDLE TWP Meridian Ln between Orbit Dr and End of Meridian $ 63,000 Replace Ductile Iron 19 6 AC Safety and Reliability Coastal Operating Area MIDDLE TWP Orbit Lane between Route 9 and End of Orbit Ln loop $ 229,250 Replace 2,111 8 Ductile Iron 19 6 AC System Flows and Pressure 6153 Coastal Operating Area MIDDLE TWP Colonial Avenue between Route 9 and End of Colonial $ 196,000 Replace 1,062 8 Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure 6155 Coastal Operating Area MIDDLE TWP Stites Avenue between Boyd St and Main St $ 166,250 Replace Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure 6156 Coastal Operating Area MIDDLE TWP Easy Street between Route 9 and End of Easy St $,750 Replace Ductile Iron AC Safety and Reliability 8867 Coastal Operating Area MIDDLE TWP Mechanic Street between Route 9 ending 0' east of Route 9 $ 140,000 Replace Ductile Iron AC Safety and Reliability/Structural 8868 Coastal Operating Area MIDDLE TWP Hand Avenue between Railroad and Boyd Street $ 250,000 Replace Ductile Iron CI Safety and Reliability/Structural 8869 Coastal Operating Area MIDDLE TWP Church Street between Poplar Street and Magnolia Avenue $ 2,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLE TWP Church Street between Boyd Street and Main Street $ 177,500 Replace Ductile Iron AC Safety and Reliability/Structural 8871 Coastal Operating Area MIDDLE TWP Magnolia Road between Mechanic Street and Dennisville Road $ 830,500 Replace 3, Ductile Iron AC Safety and Reliability/Structural 8882 Coastal Operating Area MIDDLE TWP Dennisville Road between Route 9 and Winding Way $ 350,000 Replace 1, Ductile Iron AC Safety and Reliability/Structural 8883 Coastal Operating Area MIDDLE TWP Route 9 between N. Main Street Well and Easy Street $ 793,000 Replace 2, Ductile Iron AC Safety and Reliability/Structural Route 9 between Easy Street and Crest Haven Road, Including Crest MIDDLE TWP 8884 Coastal Operating Area Haven Rd to Parkway Overpass $ 911,625 Replace 2, Ductile Iron AC Safety and Reliability/Structural Crest Haven Road between Parkway Overpass to Highschool and MIDDLE TWP 8886 Coastal Operating Area through to Moore Road $ 1,292,250 Replace 3, Ductile Iron AC Safety and Reliability/Structural 5241 Central Operating Area MIDDLESEX BOROUGH E Street from Chestnut St. to Ashland Ave $ 141, Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 5240 Central Operating Area MIDDLESEX BOROUGH Chestnut St. From Raritan Ave. to C Street $ 262,0 Replace 1,300 8 Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area MIDDLESEX BOROUGH Beechwood Rd/Orchard Rd(between Ambrose to Lydecker Pl) $ 586,950 Replace 2,730 8 Ductile Iron 19 6 CI System Flows and Pressure 2019Q Central Operating Area MIDDLESEX BOROUGH Fairview Ave. From Union Ave to Seneca Ave. $ 540,000 Replace 2,700 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Melrose Ave. From Union Ave. to Seneca Ave. $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Greene Ave. From Union Ave. to Osceola Ave. $ 268,000 Replace 1,340 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Delaware Ave. From Greene Ave. to Clinton Ave. $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH East Greenlawn Ave. From Melrose Ave. to Woodland Ave. South. $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Seneca Ave. From Melrose Ave. to Pierrepont Ave. $ 380,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH F Street From Chestnut St. to Ashland Rd. $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area MIDDLESEX BOROUGH D Street. From Lincoln Blvd. to Ashland Rd. $ 304,000 Replace 1,520 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH C Street. From Lincoln Blvd. to Ashland Rd. $ 632,000 Replace 3,1 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH South Ave. From Mountain Ave. to Blackford Ave. $ 220,000 Replace 1,100 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2020Q Central Operating Area MIDDLESEX BOROUGH Mead Ave. & Center Place. From Seneca Ave. to Mead Ave. $ 308,000 Replace 1,540 8 Ductile Iron CI Safety and Reliability/Structural 9413 Central Operating Area MIDDLESEX BOROUGH Oak Dr. From Lincoln Blvd. to Ashland Rd. $ 720,000 Replace 3,0 8 Ductile Iron CI Safety and Reliability/Structural 9414 Central Operating Area MIDDLESEX BOROUGH George Ave. From Lincoln Blvd. to Oak Dr. $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 9415 Central Operating Area MIDDLESEX BOROUGH Ashland Rd. From Lincoln Blvd. to A Street $ 564,000 Replace 2,820 8 Ductile Iron CI Safety and Reliability/Structural 9416 Central Operating Area MIDDLESEX BOROUGH Oswego Ave. From George Ave. to Oak Dr. $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural Central Operating Area MIDDLESEX BOROUGH Greenlawn Ave. From George Ave. to Oak Dr. $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Central Operating Area MIDDLESEX BOROUGH Washington Ave. ( June Way to Bound Brook Rd. ) Replace Ductile Iron CI System Flows and Pressure 9466 Central Operating Area MIDDLESEX BOROUGH Wilson St Replace Ductile Iron CI System Flows and Pressure 9423 Central Operating Area MIDDLESEX BOROUGH Rock Ln. From 6th St. to 4th St. $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 9444 Central Operating Area MIDDLESEX BOROUGH Marshall Pl. ( Bound Brook to Woodrow ) $ 131,365 Replace 6 8 Ductile Iron CI System Flows and Pressure 94 Central Operating Area MIDDLESEX BOROUGH Dayton Ave. ( Nelson to Bound Brook Rd. ) Replace Ductile Iron CI System Flows and Pressure 9461 Central Operating Area MIDDLESEX BOROUGH Dayton St. ( Nelson to Bound Brook Rd. ) Replace Ductile Iron CI System Flows and Pressure 9462 Central Operating Area MIDDLESEX BOROUGH E. Wilson St. ( Dayton to Dead End ) Replace Ductile Iron CI System Flows and Pressure 9409 Central Operating Area MIDDLESEX BOROUGH Oscala Ave. From Melrose Ave. to Woodland Ave. South $ 380, Replace 10 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 246 Coastal Operating Area MIDDLETOWN Middletown Hamilton from Leonard to dead end $ 137, Replace Ductile Iron Safety and Reliability/Structural 247 Coastal Operating Area MIDDLETOWN Middletown Florence from Ocean to dead end $ 108, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Middletown Viola Street from Appleton to Thompson $ 247, Replace Ductile Iron Safety and Reliability/Structural 578 Coastal Operating Area MIDDLETOWN Middletown Monmouth Avenue from Appleton to terminus $ 225, Replace Ductile Iron Safety and Reliability/Structural 579 Coastal Operating Area MIDDLETOWN Middletown Bray Avenue Bridge over Pews Creek Phase 1 $ 225, Replace Ductile Iron 1950's 8 Asbestos Cement Safety and Reliability/Structural Middletown Holland Road Install approximately 450' of 12" DIP in Coastal Operating Area MIDDLETOWN Holland Road Between Red Hill Rd and HMT 437 $ 78, Replace Ductile Iron Safety and Reliability/Structural Page 32 of 66

207 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5301 Coastal Operating Area MIDDLETOWN Middletown Bergen St Main Replacement $ 300, Replace Ductile Iron 1950's 2 Galvanized Steel Safety and Reliability 5469 Coastal Operating Area MIDDLETOWN Middletown Liberty St From Conover to Church $ 85, Replace Ductile Iron Relocation/Opportunity Middletown Liberty Street Road Reconstruction between Conover / 5662 Coastal Operating Area MIDDLETOWN Church $ 80, Replace Ductile Iron Safety and Reliability 5800 Coastal Operating Area MIDDLETOWN 9th St Main Replacement $ 202, Replace Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability 5801 Coastal Operating Area MIDDLETOWN 7th St Main Replacement $ 252, Replace Ductile Iron 1930's 2 Galvanized Steel System Flows and Pressure 5802 Coastal Operating Area MIDDLETOWN 8th St Main Replacement $ 95, Replace Ductile Iron 1930's 8 Ductile Iron System Flows and Pressure 5817 Coastal Operating Area MIDDLETOWN Michigan Ave Main Replacement $ 255, Replace Ductile Iron 1940's 2 Cast Iron Safety and Reliability 6488 Coastal Operating Area MIDDLETOWN Maple Street Main Replacement $ 51, Replace Ductile Iron Safety and Reliability Coastal Operating Area MIDDLETOWN Springfield Ave Main Replacement $ 48, Replace Ductile Iron System Flows and Pressure Coastal Operating Area MIDDLETOWN Summit Ave Main Replacement $ 262, Replace Ductile Iron Safety and Reliability 7516 Coastal Operating Area MIDDLETOWN MOUNTIANSIDE AVENUE $ 204, Replace Ductile Iron CI System Flows and Pressure 7278 Coastal Operating Area MIDDLETOWN High Boy Ct Main Replacement $ 97,500 Replace Ductile Iron CI Safety and Reliability/Structural 2017Q Coastal Operating Area MIDDLETOWN Turner Drive Main Replacement $ 400,000 Replace 1,148 8 Ductile Iron CI Safety and Reliability 2017Q Coastal Operating Area MIDDLETOWN Montana Ave Main Replacement $ 210,000 Replace 1,400 8 Ductile Iron 1940's 2 Cast Iron System Flows and Pressure 2017Q Coastal Operating Area MIDDLETOWN Middletown Bray Avenue Bridge over Pews Creek Phase 2 $ 100,000 Replace Ductile Iron Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Clairmont Ave. 2.25" CI, 6" CI & 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Railroad Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Myrtle Ave. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN Lohsen Ave. 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Carter Ave. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Broad St. 6" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN Carter Ave. 6" CI BTWN Thompson Ave. & S. End Ave. $ 128,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN S End Ave. 6" CI $ 88,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN Seabreeze Ave. 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Orchard Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN 5th St. 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area MIDDLETOWN 7th St. 2" CI BTWN Maple Leaf Dr. & Terminus $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area MIDDLETOWN Beachview Ave. 4" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q4 580 Coastal Operating Area MIDDLETOWN Middletown Campbell Avenue Bridge over Creek $ 30,000 Replace HDPE 1950's 8 Asbestos Cement Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Middletown River Road, McClee's creek $ 280,000 Replace HDPE 1930's 12 Cast Iron Safety and Reliability/Structural 5429 Coastal Operating Area MIDDLETOWN 10th Street Main Replacement $ 195,000 Replace 1,300 8 Ductile Iron 1950's 2 Galvanized Steel Safety and Reliability 5799 Coastal Operating Area MIDDLETOWN Viola Ave Main Replacement $,000 Replace Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability Coastal Operating Area MIDDLETOWN Summit Ave Main Replacement $ 294,750 Replace 1,965 8 Ductile Iron 1930's 2 Galvanized Steel System Flows and Pressure 5808 Coastal Operating Area MIDDLETOWN Appleton Ave Main Replacement $ 150,000 Replace 1,000 8 Ductile Iron 1950's 2 Cast Iron Safety and Reliability 5819 Coastal Operating Area MIDDLETOWN York Ave Main Replacement $ 168,750 Replace Ductile Iron 1930's 2.25 Cast Iron System Flows and Pressure 5820 Coastal Operating Area MIDDLETOWN Wood Ave Main Replacement $ 228,750 Replace Ductile Iron CI System Flows and Pressure 5821 Coastal Operating Area MIDDLETOWN Georgia Ave Main Replacement $ 84,000 Replace Ductile Iron 1930's 2 Cast Iron Safety and Reliability Coastal Operating Area MIDDLETOWN W Front Street Main Repalcement (east) $ 525,000 Replace 3, Ductile Iron 1940's 12 Cast Iron Safety and Reliability 50 Coastal Operating Area MIDDLETOWN Navesink River Road (west) Main Replacement $ 0,000 Replace 2,0 12 Ductile Iron 1940's 12 Cast Iron Safety and Reliability/Structural 7040 Coastal Operating Area MIDDLETOWN Lexington Ct Main Replacement $ 150,000 Replace 1,000 8 PVC 19's 6 Asbestos Cement Safety and Reliability/Structural Install 20,000 feet 16 inch transmission pipe along Leonardville Rd to MIDDLETOWN 7446 Coastal Operating Area Navesink and Water Witch $ 14,800,000 Replace 20, Ductile Iron System Flows and Pressure 5468 Coastal Operating Area MIDDLETOWN Middletown Pine St main Replacement $ 129,000 Replace 8 8 Ductile Iron 1930's 2 Galvanized Steel Relocation/Opportunity 7113 Coastal Operating Area MIDDLETOWN VMT 1043C & VMT 1042 Valve Replacement $ 150,000 Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Replace 2 16" Valves at East and Park $ 100,000 Replace Ductile Iron Safety and Reliability Coastal Operating Area MIDDLETOWN Handy Boy Ct Main Replacement $ 97,500 Replace 5 6 Ductile Iron AC Safety and Reliability/Structural 7280 Coastal Operating Area MIDDLETOWN Orphan Boy Ct Main Replacement $ 71,250 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Replace main at county bridge MT 9 near Mater Dei School $ 175,000 Replace HDPE Relocation/Opportunity Coastal Operating Area MIDDLETOWN Water main replacement\rehab $ 150,000 Replace 0 8 Ductile Iron Safety and Reliability Midd State Hwy 35 & Navesink River RD Water main MIDDLETOWN 7381 Coastal Operating Area replacement\rehab $ 225,000 Replace 0 8 Ductile Iron Safety and Reliability 7506 Coastal Operating Area MIDDLETOWN Replace Valve VMT 517 $ 40,000 Replace 5 16 Ductile Iron Safety and Reliability Coastal Operating Area MIDDLETOWN Clinton Ave. 2" CI & 6" AC $ 3,0 Replace 1,800 8 Ductile Iron AC Safety and Reliability/Structural 7921 Coastal Operating Area MIDDLETOWN Clinton Place 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7922 Coastal Operating Area MIDDLETOWN Greene Ave. 2" CI & 6" CI $ 440,000 Replace 2,200 8 Ductile Iron CI Safety and Reliability/Structural 7923 Coastal Operating Area MIDDLETOWN Maple Drive 2" CI $ 64,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Hollie Dr. W. 2" CI 7 6" AC $ 100,000 Replace Ductile Iron AC Safety and Reliability/Structural 7928 Coastal Operating Area MIDDLETOWN Main Street 2.25" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7930 Coastal Operating Area MIDDLETOWN Ridge Ave. 2" CI $ 1,400 Replace Ductile Iron CI Safety and Reliability/Structural 7931 Coastal Operating Area MIDDLETOWN Park Place 2" CI $ 1,200 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7932 Coastal Operating Area MIDDLETOWN Garnsey Place 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Campbell Ave. 2" CI BTWN Ridge Ave & Church St. $ 1,200 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7936 Coastal Operating Area MIDDLETOWN Compton St. 2" CI $ 24,000 Replace 8 Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Cherry St. 1.5" GALV $ 100,000 Replace Ductile Iron GALV Safety and Reliability/Structural 7938 Coastal Operating Area MIDDLETOWN Collins Ave 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 7939 Coastal Operating Area MIDDLETOWN Creek Rd. 2" CI $ 40,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Campbell Ave. 2" CI BTWN Wilson Ave. & Main St. $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Walada Ave. 2" CI $ 140,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 7943 Coastal Operating Area MIDDLETOWN Gordon Court 2" CI $ 140,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 7944 Coastal Operating Area MIDDLETOWN Avenue A 2" CI $ 80,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Avenue B 2" CI $ 68,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Plymouth Ave. 2" CI & 6" CI $ 2,200 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 7947 Coastal Operating Area MIDDLETOWN Avenue D 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7949 Coastal Operating Area MIDDLETOWN Sharon Pl. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Lawrence Pl. 2" CI $ 40,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Veronica Pl. 2" CI $ 64,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Walnut St. 2" CI & 6" CI $ 100,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 7954 Coastal Operating Area MIDDLETOWN Poplar St. 2" CI & 6" CI $ 100,000 Replace 1,000 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 7955 Coastal Operating Area MIDDLETOWN Eastmond Pl 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural 30 Page 33 of 66

208 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 7956 Coastal Operating Area MIDDLETOWN Hudson Ave. 2" CI & 6" CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 7957 Coastal Operating Area MIDDLETOWN Mills Ave, Middletown, NJ $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 7958 Coastal Operating Area MIDDLETOWN Texas Rd. 2" CI & 2" CU $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Briarcliff Pl. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 79 Coastal Operating Area MIDDLETOWN Grace Ave. 2" CI & 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 7961 Coastal Operating Area MIDDLETOWN Mercer Ave. 2" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 7966 Coastal Operating Area MIDDLETOWN Orchard Pl. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Woodlawn Ave. 6" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Morningside Pl. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7971 Coastal Operating Area MIDDLETOWN Sunset Pl. 2" CI & 6" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 7972 Coastal Operating Area MIDDLETOWN 1st Ave. 2" CI $ 1,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 7974 Coastal Operating Area MIDDLETOWN 2nd Ave. 2" CI $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 7975 Coastal Operating Area MIDDLETOWN Central Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 7976 Coastal Operating Area MIDDLETOWN Bray Ave. 6" CI BTWN Main St. & Terminus $ 380,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 7977 Coastal Operating Area MIDDLETOWN Clinton Ave. 2" CI BTWN Center Ave. & Terminus $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 7980 Coastal Operating Area MIDDLETOWN Oregon Ave. 1" CI & 2" CI $ 104,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 7981 Coastal Operating Area MIDDLETOWN Ohio Ave. 2" GALV & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 7982 Coastal Operating Area MIDDLETOWN Baldwin Ave. 2" CI & 6" CI $ 408,000 Replace 2,040 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 7996 Coastal Operating Area MIDDLETOWN Taylor Ave. 2" GALV & 6" CI $ 164,000 Replace Ductile Iron CI Safety and Reliability/Structural 7998 Coastal Operating Area MIDDLETOWN Atlantic Ave. 2" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 8000 Coastal Operating Area MIDDLETOWN Sycamore Ave. 2" CI, 4" CI & 6" CI $ 480,000 Replace 2,400 8 Ductile Iron CI Safety and Reliability/Structural 8002 Coastal Operating Area MIDDLETOWN Union Pl. 2" CI $ 24,000 Replace 8 Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Atlantic Ave. 4" CI BTWN Port Monmouth RD. & Park Ave. $ 224,000 Replace 1, 8 Ductile Iron 19 4 CI Safety and Reliability/Structural 8007 Coastal Operating Area MIDDLETOWN Port Monmouth Rd. 4" CI $ 220,000 Replace 1,100 8 Ductile Iron 19 4 CI Safety and Reliability/Structural 8009 Coastal Operating Area MIDDLETOWN Oregon Ave. 6" CI BTWN Jersey Ave. & Fielding Ave. $,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8010 Coastal Operating Area MIDDLETOWN Jersey Ave. 6" CI & 2" CI $ 280,000 Replace 1,400 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8011 Coastal Operating Area MIDDLETOWN Union Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8013 Coastal Operating Area MIDDLETOWN Waterview Ave. 2 " CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 8014 Coastal Operating Area MIDDLETOWN Sandy Hook Ave. 2" CI $ 1,400 Replace Ductile Iron CI Safety and Reliability/Structural 8015 Coastal Operating Area MIDDLETOWN Woodbine Street 6" AC & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 19 6 AC Safety and Reliability/Structural 8016 Coastal Operating Area MIDDLETOWN 2nd St. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN 3rd Street 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN 4th Street 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN 6th St. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN 8th St. 2.25" CI & 6" CI BTWN Terminus & Terminus Belford $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 8026 Coastal Operating Area MIDDLETOWN E End Ave. 2" CI & 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 8027 Coastal Operating Area MIDDLETOWN Krueger Pl 4" CI $ 64,000 Replace Ductile Iron 19 4 CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Bray Ave. BTWN Monmouth Ave. & Bayside Pkwy $,000 Replace 0 8 Ductile Iron 19 4 CI Safety and Reliability/Structural 8030 Coastal Operating Area MIDDLETOWN Hudson Ave. 4" CI & 6" CI BTWN Monmouth Ave. & Bayside Pkwy $ 100,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8031 Coastal Operating Area MIDDLETOWN Park Ave. 2" CI BTWN Main St. & Terminus $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Monmouth Ave. 2" CI Btwn Port Monmouth Rd & Terminus $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN 1st Street 1" CU $ 1,0 Replace Ductile Iron CI Safety and Reliability/Structural 8058 Coastal Operating Area MIDDLETOWN Linden AVENUE 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Butler Ln. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 80 Coastal Operating Area MIDDLETOWN Blossom Circle W. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Blossom Circle E. 2" CI $ 44,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Elm Ct. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Nottingham Way 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Division St. 2" CI & 2" PE $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8065 Coastal Operating Area MIDDLETOWN Hall St. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area MIDDLETOWN Stearns Ave. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8067 Coastal Operating Area MIDDLETOWN Locust Point Rd. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8068 Coastal Operating Area MIDDLETOWN Brotherton Ave. 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 8181 Coastal Operating Area MIDDLETOWN Meadowview Ln. 2.25" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural North Operating Area MILLBURN Millburn Undercliff Road $ 285, Replace 0 8 Ductile Iron Safety and Reliability/Structural North Operating Area MILLBURN Millburn Glen Ave between Brookside and Lackawana (20") $ 80, Replace Ductile Iron Safety and Reliability/Structural North Operating Area MILLBURN Millburn Glen Ave between Brookside and Lackawana (24") $ 1,250, Replace Ductile Iron Safety and Reliability/Structural North Operating Area MILLBURN Millburn Essex and Spring $ 200, Replace Ductile Iron System Flows and Pressure Millburn West Orange Old Short Hills Road from E. Northfield Rd to 135 North Operating Area MILLBURN St. Barnabas Hospital $ 435, Replace 20 8 Ductile Iron System Flows and Pressure Millburn/W. Orange Old Short Hills Rd._St. Barnabas Hospital to 551 North Operating Area MILLBURN Hansen Rd. (1850 lf in 2013) Ph2 $ 337, Replace Ductile Iron System Flows and Pressure Millburn/W. Orange Old Short Hills Rd._Hansen Rd. to Silver Spring 552 North Operating Area MILLBURN Rd. (2650 lf in 2013) Ph3 $ 337, Replace Ductile Iron System Flows and Pressure Millburn Millburn Ave at Millburn High School Rehab 0 LF of 10" 832 North Operating Area MILLBURN CI $ 175, Rehab 0 10 Other Safety and Reliability 5504 North Operating Area MILLBURN Park Place between Knollwood to Forest $ 130, Replace 8 8 Ductile Iron Relocation/Opportunity 5532 North Operating Area MILLBURN South Orange Ave from Old Short Hills Rd to Exeter Rd $ 240, Replace Ductile Iron Safety and Reliability/Structural 6279 North Operating Area MILLBURN Rehab 18" & 20" transmission main in Old Short Hills Rd & Glen Ave $ 1,000, Rehab Cast Iron 1910's 20 Cast Iron System Flows and Pressure 6725 North Operating Area MILLBURN Hartshorn from Slayton to end of main west of Cambridge $ 430, Replace Ductile Iron #N/A #N/A #N/A Relocation/Opportunity 6789 North Operating Area MILLBURN Wyoming Historic District rehabilitation of cast iron water mains $ 20, Rehab Cast Iron Water Quality 7055 North Operating Area MILLBURN Great Hills Rd from Wildwood to Holly Dr $ 4, Replace Ductile Iron Unknown 6 Cast Iron Relocation/Opportunity 6818 North Operating Area MILLBURN MILLBURN White Oak Ridge Rd from Hobart Ave to the grade line $ 4,000 Replace 2,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area MILLBURN MILLBURN Highland Ave from Western Dr to Hobart Ave $ 480,000 Replace 2,400 8 Ductile Iron Unknown 3 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area MILLBURN Essex St from Holmes to Lackawanna $ 150,000 Replace 0 8 Ductile Iron CI Safety and Reliability 2017Q North Operating Area MILLBURN Glen Ave between Lackawanna & Sagamore $ 1,500,000 Replace 2, Ductile Iron CI Safety and Reliability/Structural 2017Q North Operating Area MILLBURN Linden Street from Sycamore Road to Wyoming Ave $ 180,000 Replace 0 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q North Operating Area MILLBURN Elm Street from Sycamore to Wyoming $ 153,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2018Q North Operating Area MILLBURN Cedar Street from existing main between Sagamore and Wyoming $,000 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure Q North Operating Area MILLBURN MILLBURN Great Hills Rd from Old Short Hills to Wildwood $ 280,000 Replace 1,400 8 Ductile Iron 10's 6 Cast Iron Safety and Reliability 2018Q4 Page 34 of 66

209 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8978 North Operating Area MILLBURN Parsonage Hill Rd $ 4,200,000 Replace 6, Ductile Iron CI Safety and Reliability/Structural 2018Q4 MILLBURN Old Short Hills Rd from Parsonage Hill to Grade line near S MILLBURN 6888 North Operating Area Beechcroft $ 520,000 Replace 2,0 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability 2019Q North Operating Area MILLBURN MILLBURN Hartshorn Dr from Randall Dr to grade line $ 420,000 Replace 2,100 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area MILLBURN MILLBURN Ols Short Hills Rd from Silver Spring grade line near Fox Hill $ 740,000 Replace 3,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2020Q Central Operating Area MILLBURN A Street From Lincoln Blvd. to Ashland Rd. $ 288,000 Replace 1,440 8 Ductile Iron CI Safety and Reliability/Structural 2020Q North Operating Area MILLBURN MILLBURN East Pine Terr from Blatusrol Way to Campbell Rd $ 180,000 Replace 0 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 40 North Operating Area MILLBURN Millburn Browning Rd. Tennyson to White Oak $ 380,000 Replace 1,0 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6183 North Operating Area MILLBURN KNOLLWOOD FROM WELLS TO PARK $ 100,000 Replace Ductile Iron 10's 3 Cast Iron System Flows and Pressure 6898 North Operating Area MILLBURN MILLBURN Hobart from South St to White Oak Ridge $ 480,000 Replace 2,400 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability 6208 North Operating Area MILLBURN FIELDING MILLBURN $ 91,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure MILLBURN Silver Spring Rd from South Orange Ave to Old Short Hills MILLBURN 6800 North Operating Area Rd $ 1,200,000 Replace 6,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6897 North Operating Area MILLBURN MILLBURN Hobart from White Oak Ridge to Brantwood $ 280,000 Replace 1,400 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability 6799 North Operating Area MILLBURN MILLBURN Kean Rd from Winthrop Rd $ 4,000 Replace 2,300 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6831 North Operating Area MILLBURN MILLBURN Hartshorn Dr from Highview Rd to Oakey Rd $ 380,000 Replace 1,0 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6899 North Operating Area MILLBURN MILLBURN Hobart from Highland to Station St $ 170,000 Replace Ductile Iron Unknown 8 Cast Iron Safety and Reliability 6797 North Operating Area MILLBURN MILLBURN Highview Rd from Hartshorn Dr and Farbrook Dr $ 220,000 Replace 1,100 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 60 North Operating Area MILLBURN MILLBURN Hobart from Old Short Hills Rd to Whitney $ 220,000 Replace 1,100 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability 7111 North Operating Area MILLBURN Canoe Brook Rd Main Replacement $ 182,000 Replace Ductile Iron System Flows and Pressure 7641 North Operating Area MILLBURN Short Hills Avenue from Winding Way to Wells Ln $ 520,000 Replace 2,2 12 Ductile Iron CI System Flows and Pressure 8858 North Operating Area MILLBURN Old Short Hills Road from Kenilworth Drive to Farley Road $ 175,000 Replace Ductile Iron CI System Flows and Pressure 6216 North Operating Area MILLBURN Short Hills Ave. Culvert $ 30,000 Replace Ductile Iron 1910's 6 Cast Iron Relocation/Opportunity 30 Wyoming Historic District rehabilitation of unlined cast iron water MILLBURN 67 North Operating Area mains $ 4,500,000 Rehab 20,000 6 Cast Iron 1910's 6 Cast Iron Water Quality 6876 North Operating Area MILLBURN MILLBURN Main St from Route 78 to Essex St $ 680,000 Replace 3,400 8 Ductile Iron Unknown 4 Cast Iron Relocation/Opportunity 16" Whittingham, Ridgewood, Main St, Ocean, Orchard to Short Hills MILLBURN 9405 North Operating Area station $ 1,500,000 Replace 5, Ductile Iron CI Safety and Reliability/Structural 9465 North Operating Area MILLBURN Millburn Ave from Lackawanna to Morris Ave, and Morris to Rte 24 $ 1,800,000 Rehab 9, Other CI Water Quality 9367 North Operating Area MILLBURN Millburn Ave $ 500, Replace Ductile Iron 18 6 CI System Flows and Pressure 9368 North Operating Area MILLBURN 2016 Cleaning and Lining Millburn $ 5,000, Rehab Cast Iron CI System Flows and Pressure 5804 Coastal Operating Area MONMOUTH BEACH Griffin St Main Replacement $ 225, Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability 7157 Coastal Operating Area MONMOUTH BEACH Tocci Avenue from Wesley to Griffin, replace 3" galvanized $, Replace 5 8 Ductile Iron Safety and Reliability 8149 Coastal Operating Area MONMOUTH BEACH Central Rd. 4" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area MONMOUTH BEACH Riverdale Ave Main Replacement $ 352,000 Replace 2, Ductile Iron 1920's 6 Cast Iron Safety and Reliability 8148 Coastal Operating Area MONMOUTH BEACH Riverview Rd. 4" DI & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 8150 Coastal Operating Area MONMOUTH BEACH River Ave. 4" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 8151 Coastal Operating Area MONMOUTH BEACH Beach Rd. 4" CI $ 0,000 Replace 3,000 8 Ductile Iron 19 4 CI Safety and Reliability/Structural 8152 Coastal Operating Area MONMOUTH BEACH Willow Ave GALV $ 240,000 Replace 1,200 8 Ductile Iron GALV Safety and Reliability/Structural 8153 Coastal Operating Area MONMOUTH BEACH West St. 2" CI & 6" CI $ 220,000 Replace 1,100 8 Ductile Iron AC Safety and Reliability/Structural 8154 Coastal Operating Area MONMOUTH BEACH Hastings Pl. 6" CI $ 164,000 Replace Ductile Iron CI Safety and Reliability/Structural 8155 Coastal Operating Area MONMOUTH BEACH Circle Dr. 4" DI $ 26,000 Replace Ductile Iron DI Safety and Reliability/Structural Southwest Operating Area MOUNT HOLLY TWP Mt. Holly Devon Street Bartram Avenue to cul de sac $ 323, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 396 Southwest Operating Area MOUNT HOLLY TWP Mt. Holly King Street Grant Street to Washington Street $ 266, Replace Ductile Iron Safety and Reliability/Structural 397 Southwest Operating Area MOUNT HOLLY TWP Mt. Holly Ridgeway Street High Street to Jackson Road $ 513, Replace Ductile Iron Safety and Reliability/Structural 398 Southwest Operating Area MOUNT HOLLY TWP Mt. Holly Rutland Avenue Bartram Avenue to Grant Street $, Replace Ductile Iron Safety and Reliability/Structural 399 Southwest Operating Area MOUNT HOLLY TWP Mt. Holly Clifton Avenue from Bartram Avenue to Grant Street $ 209, Replace Ductile Iron Safety and Reliability/Structural 5343 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Grant Street Levis Drive to High Street $ 675, Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5408 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Cherry Street Ridgway Street to Garden Street $ 2, Replace Ductile Iron 1910's 3 Cast Iron Water Quality 5511 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Mount Holly Avenue Mill Street to Ridgeway Street $ 437, Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5715 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Dawn Drive Mill Street to Sunset Drive $ 240, Replace 0 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 5844 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Bartram Avenue Devon Road to High Street $ 285, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure Mount Holly Thornton Drive and Thornton Place Stevens Drive to 5964 Southwest Operating Area MOUNT HOLLY TWP Ashurst Lane $ 285, Replace Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure 5965 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Warwick Place Hemlock Street to Dead End $ 28, Replace Ductile Iron System Flows and Pressure 30 Mount Holly Levis Drive Rancocas Road (CR 626) to High Street (CR 7201 Southwest Operating Area MOUNT HOLLY TWP 691) $ 765, Replace Ductile Iron Sustained Economic Growth Mount Holly Woodpecker Lane High Street (CR 691) to Woodland 7225 Southwest Operating Area MOUNT HOLLY TWP Road (CR 630) $ 475, Replace Ductile Iron Safety and Reliability/Structural 7228 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Hemlock Street Stevens Drive to Ashurst Lane $ 152, Replace Ductile Iron System Flows and Pressure 7269 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Front Street Randolph Dr to Woodlane Road (CR 630) $ 235,0.00 Replace Ductile Iron Safety and Reliability/Structural Mount Holly Madison Avenue (CR 691) Between Washington Street 7517 Southwest Operating Area MOUNT HOLLY TWP (CR 537) to Lexington Avenue; Cedar St full length $ 830, Replace Ductile Iron CI System Flows and Pressure 401 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Caley Ave Ridge Ave to Cedar St $ 180,000 Replace 9 8 Ductile Iron CI System Flows and Pressure 2017Q4 Mount Holly Smith Lane & Holly Lane Burlington Mt Holly Road to MOUNT HOLLY TWP 7646 Southwest Operating Area Woodpecker Lane $ 1,0,000 Replace 8,374 8 Ductile Iron AC Safety and Reliability/Structural 2019Q1 Mount Holly Tinker Drive & Smith Lane Woodpecker Lane to MOUNT HOLLY TWP 7647 Southwest Operating Area Woodlane Road $ 1,300,000 Replace 6,712 8 Ductile Iron AC Safety and Reliability/Structural 2019Q Southwest Operating Area MOUNT HOLLY TWP Mt Holly Sunset Drive $ 400,000 Replace 1, Ductile Iron Safety and Reliability 2020Q4 Mount Holly Woodlane Road (WEST) Between High Street (CR 561) MOUNT HOLLY TWP 7525 Southwest Operating Area to Front Street $ 1,300,000 Replace 5, Ductile Iron System Flows and Pressure 2020Q Southwest Operating Area MOUNT HOLLY TWP Mount Holly Rancocas Road (CR 626) *EAST* and Brown Street $ 500,000 Replace 2,4 12 Ductile Iron 10 4 CI Safety and Reliability/Structural 2020Q4 Mount Holly Chestnut Street Washington Street (CR 537) to capped MOUNT HOLLY TWP 400 Southwest Operating Area main on Chestnut $ 95,000 Replace Ductile Iron CI System Flows and Pressure Mt Holly Hydrants near intersection of Mill St and High St and MOUNT HOLLY TWP Southwest Operating Area intersection of Broad St and Buttonwood St $ 30,000 Replace Ductile Iron Unknown 6 Unknown System Flows and Pressure Mount Holly/Lumberton Madison Avenue/Main Street Washington MOUNT HOLLY TWP 5514 Southwest Operating Area Street to VLUM 585 (North of Ellis Avenue) $ 1,000,000 Replace 4, Ductile Iron 1920's 8 Cast Iron System Flows and Pressure Page 35 of 66

210 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5515 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Rancocas Road Lambert Drive to Levis Drive $ 0,000 Replace 2, Ductile Iron 10's 4 Cast Iron System Flows and Pressure Mt. Holly Jacksonville Rd Stevens Dr to Broad St and Rancocas Valley MOUNT HOLLY TWP 5516 Southwest Operating Area Reg. H.S. driveway $ 440,000 Replace 2,300 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 5517 Southwest Operating Area MOUNT HOLLY TWP Mt Holly Hydrants near intersection of Pine St and Hulme St $ 30,000 Replace Ductile Iron Unknown 6 Unknown System Flows and Pressure Southwest Operating Area MOUNT HOLLY TWP Mount Holly Pine Street Hearld Avenue to East South Avenue $ 1,000 Replace Ductile Iron 1920's 8 Cast Iron System Flows and Pressure Mount Holly/Hainesport Marne Highway / Washington Street King MOUNT HOLLY TWP 5520 Southwest Operating Area Street to Deacon Road $ 1,200,000 Replace 5, Ductile Iron 1950's 8 Cast Iron System Flows and Pressure Mount Holly Riemer Street Washington Street to Arch Street and MOUNT HOLLY TWP 5543 Southwest Operating Area Arch Street from Riemer Street to Oak Street $ 210,000 Replace 9 8 Ductile Iron CI Water Quality Mt. Holly / Hainesport Clean and line (or replace in kind) CI mains on MOUNT HOLLY TWP 5545 Southwest Operating Area multiple streets $ 975,000 Rehab 6, 's 6 Cast Iron Water Quality Mount Holly Green Street Station to Hillside Rd via Green St, Mill St, MOUNT HOLLY TWP 5840 Southwest Operating Area and Buttonwood St $ 8,000 Replace 4, Ductile Iron Pre Cast Iron Safety and Reliability 5966 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Wesley Court Hickory Street to Dead End $ 57,000 Replace Ductile Iron 1950's 3 Asbestos Cement System Flows and Pressure Southwest Operating Area MOUNT HOLLY TWP Mount Holly Windsor Place Homestead Avenue to Dead End $ 57,000 Replace Ductile Iron 1950's 4 Asbestos Cement System Flows and Pressure Southwest Operating Area MOUNT HOLLY TWP Mount Holly Clover Street Union Street to Garden Street $ 171,000 Replace 0 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6336 Southwest Operating Area MOUNT HOLLY TWP Mt. Holly Clean and line neighborhood north of Green St Station $ 1,575,000 Rehab 10, 's 8 Cast Iron Water Quality Mount Holly Somerset Avenue, Holeman Street, Calrton Avenue MOUNT HOLLY TWP 6989 Southwest Operating Area Washington Street to Washington Street $ 247,000 Rehab 1,300 8 Ductile Iron 10's 6 Cast Iron Water Quality Mount Holly Lippincott Lane and Eagle Avenue Washington Street MOUNT HOLLY TWP 6991 Southwest Operating Area to Dead End $ 294,500 Rehab 1,550 8 Ductile Iron 1930's 8 Cast Iron Water Quality Mount Holly Oak Street and Chestnut Street Washington Street to MOUNT HOLLY TWP 6992 Southwest Operating Area capped main on Chestnut $ 1,000 Replace Ductile Iron 1920's 6 Cast Iron Water Quality Mount Holly North and South Martin Avenue Levis Drive to Levis MOUNT HOLLY TWP 7203 Southwest Operating Area Drive $ 425,0 Replace 2,2 8 Ductile Iron Safety and Reliability/Structural 7268 Southwest Operating Area MOUNT HOLLY TWP Mount Holly Front Street High Street (CR 691) to Ridgley Street $ 701,000 Replace 3, Ductile Iron Safety and Reliability/Structural 8177 Southwest Operating Area MOUNT HOLLY TWP Paxson Street & Murrell Street $ 175,000 Replace Ductile Iron CI Safety and Reliability/Structural Mount Holly South Avenue, Lois Avenue, Greenwood Avenue MOUNT HOLLY TWP 8694 Southwest Operating Area Between Madison Avenue to Pine Street $ 1,202,400 Replace 5, Ductile Iron CI Safety and Reliability/Structural Mount Holly Shreve Street and Hulme Street Between Pine Street to MOUNT HOLLY TWP 8695 Southwest Operating Area Paducah Road $ 1,094,400 Replace 8,134 8 Ductile Iron AC Safety and Reliability/Structural Mount Holly Holly Lane, Smith Lane, Robin Lane, Curfew Lane, Canary MOUNT HOLLY TWP Lane, Cardinal Lane, Blue Jay Lane, Starling Lane Between Mount 8703 Southwest Operating Area Holly Bypass to Woodpecker Lane $ 1,523,800 Replace 8,020 8 Ductile Iron AC Safety and Reliability/Structural Mount Holly Evergreen St, Emma St, Ridgely St, Barberry Ln, Smith Ln, MOUNT HOLLY TWP Mitchell Ter, Sussex Rd, Hilton Rd, Plymouth Ct, Tinker Dr, Randolph Ave, Chennault Ct, Harmon R and Bong Ter Between Woodpecker 8706 Southwest Operating Area Lane to Front Street $ 3,268,000 Replace 17,138 8 Ductile Iron AC Safety and Reliability/Structural Mount Holly Ashurst Lane Between Woodlane Road to Garden MOUNT HOLLY TWP 8707 Southwest Operating Area Street $ 450,000 Replace 2, Ductile Iron CI Safety and Reliability/Structural Mount Holly Parkview Dr, Winding Way, Meadow Ln, Cedar Mill Ln, MOUNT HOLLY TWP Farmdale Rd, and Brook RUn Rd Between Monmouth Road to 8713 Southwest Operating Area Farmdale Road $ 1,455,400 Replace 7,127 8 Ductile Iron AC Safety and Reliability/Structural Mount Holly Briarwood Avenue and Manor Avenue Between Sunset MOUNT HOLLY TWP 8714 Southwest Operating Area Drive to Dawn Drive to Mill Street $ 399,000 Replace 2,057 8 Ductile Iron AC Safety and Reliability/Structural Mount Holly Wesley Court and Windsor Place Between Homestead MOUNT HOLLY TWP 8833 Southwest Operating Area Avenue to Hickory Street $ 1,121,000 Replace 5,898 8 Ductile Iron AC Safety and Reliability/Structural 86 Southwest Operating Area MOUNT HOLLY TWP White Street & Church Street $ 275,000 Replace 1,370 8 Ductile Iron CI Safety and Reliability 8989 Southwest Operating Area MOUNT HOLLY TWP Village Square Apartments (First Montgomery Drive) $ 325,000 Replace 1,695 8 Ductile Iron AC System Flows and Pressure MOUNT HOLLY TWP Mount Holly Stevens Drive, Hawthorne Avenue, Hickory Street, Wesley Court, Homestead Avenue, Windsor Place Between Clover 54 Southwest Operating Area Street to Jackson Road $ 950,000 Replace 4,956 8 Ductile Iron AC Sustained Economic Growth 3 Southwest Operating Area MT EPHRAIM Mount Ephraim 2nd Ave Black Horse Pike to Delaware $ 247, Replace Ductile Iron Relocation/Opportunity 5267 Southwest Operating Area MT EPHRAIM Mount Ephraim Roosevelt Avenue Kings Hwy to End $ 3, Replace Ductile Iron Relocation/Opportunity Mount Ephraim Linwood Avenue; Jefferson Avenue; Clevelend 5982 Southwest Operating Area MT EPHRAIM Avenue Roosevelt Avenue to Dead End $ 342, Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure Mount Ephraim Grant Avenue West Kings Highway (CR 551) to Bell 7154 Southwest Operating Area MT EPHRAIM Road $ 494, Replace 20 8 Ductile Iron Safety and Reliability/Structural 7680 Southwest Operating Area MT EPHRAIM Mt Ephraim Ave, Gloucester Ave, Warrington Ave, James St $ 410,000 Replace 2, 8 Ductile Iron CI System Flows and Pressure 2017Q4 Mount Ephraim East Buckingham Avenue Hill Avenue to End of MT EPHRAIM Southwest Operating Area Roadway $ 45,000 Replace Ductile Iron System Flows and Pressure 2020Q Southwest Operating Area MT EPHRAIM Mount Ephraim Cleveland Avenue West Kings Highway to Dead End $ 218,500 Replace 1,150 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 5940 Southwest Operating Area MT EPHRAIM Mount Ephraim Jefferson Avenue West Kings Highway to Dead End $ 228,000 Replace 1,200 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 5941 Southwest Operating Area MT EPHRAIM Mount Ephraim Hill Avenue East Kings highway to VME 43 $ 121,0 Replace Ductile Iron 1940's 4 Cast Iron System Flows and Pressure Mount Ephraim Lambert Avenue and Park Circle Drive Station MT EPHRAIM 5942 Southwest Operating Area Avenue to VME 378 $ 389,500 Replace 2,050 8 Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 5943 Southwest Operating Area MT EPHRAIM Mount Ephraim Rudderow Avenue Bell Road to Dead End $ 114,000 Replace 0 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure Mount Ephraim Harding Avenue and Lowell Avenue West Kings MT EPHRAIM 69 Southwest Operating Area Highway (CR 551) to Bell Road (CR 658) $ 575,000 Replace 3,000 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 8873 Southwest Operating Area MT EPHRAIM Mt. Ephraim Rudderow Avenue and Glover Avenue $ 334,400 Replace 1,7 8 Ductile Iron CI Safety and Reliability/Structural Mt. Ephraim Oak Avenue, Lincoln Avenue, Washington MT EPHRAIM 8874 Southwest Operating Area Avenue,Winthrop Avenue and Baird Avenue $ 1,162,800 Replace 6, 8 Ductile Iron CI Safety and Reliability/Structural Mt. Ephraim Garfield Avenue, Davis Avenue, Lincoln Avenue, Liberty MT EPHRAIM 8875 Southwest Operating Area Avenue, and Baird Avenue $ 912,000 Replace 4,800 8 Ductile Iron CI Safety and Reliability/Structural 9434 Southwest Operating Area MT EPHRAIM Northmont Avenue & Cedar Avenue $ 400,000 Replace 2,030 8 Ductile Iron CI Relocation/Opportunity 9476 Southwest Operating Area MT EPHRAIM Valley Road $ 16,000 Replace Ductile Iron CI Safety and Reliability/Structural 143 North Operating Area MT OLIVE Mount Olive West Jersey 2" Mains Ph1 $ 630, Replace Ductile Iron System Flows and Pressure 5588 North Operating Area MT OLIVE Mount Olive West Jersey 2" Mains Ph2 $ 945, Replace Ductile Iron System Flows and Pressure Page 36 of 66

211 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 13 North Operating Area MT OLIVE Whipporwill and Hudson $ 110,000 Replace Ductile Iron CI Safety and Reliability 118 Coastal Operating Area NEPTUNE Ocean Grove Webb Ave, Beach to Penn $ 202, Replace Ductile Iron System Flows and Pressure 119 Coastal Operating Area NEPTUNE Ocean Grove Heck Ave, Lawerence to Beach $ 363, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure Coastal Operating Area NEPTUNE Ocean Grove Clark from Central to Lawerence $ 310, Replace Ductile Iron System Flows and Pressure 253 Coastal Operating Area NEPTUNE Neptune Hillside Road, from Brighton to terminus $ 128, Replace Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability/Structural 257 Coastal Operating Area NEPTUNE Ocean Grove Mt. Zion Way $ 37, Replace Ductile Iron System Flows and Pressure 30 2 Coastal Operating Area NEPTUNE Neptune Route 35 (from Bangs to Monroe) $, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area NEPTUNE Neptune Central Ave Main Replacement $ 624, Replace 20 8 Ductile Iron 10's 6 Cast Iron System Flows and Pressure Neptune Pennsylvania Ave Main Replacement between Inskip Ave 5249 Coastal Operating Area NEPTUNE and Asbury Ave $ 474, Replace 20 8 Ductile Iron 1910's 8 Ductile Iron Safety and Reliability 5308 Coastal Operating Area NEPTUNE Asbury ave from Rt 35 extending east to Memorial dr. $ 1,250, Replace Ductile Iron 10's 8 Cast Iron Safety and Reliability/Structural Replace 4" CI main on Wilson Road from Pittenger Place to Riverside 5763 Coastal Operating Area NEPTUNE Drive $ 115, Replace Ductile Iron Safety and Reliability/Structural 5794 Coastal Operating Area NEPTUNE Replace 4" CI main on Overlook Drive, Neptune, Shark River Hills $ 375, Replace Ductile Iron System Flows and Pressure 5795 Coastal Operating Area NEPTUNE Replace 2" CI main on Ely Road in Neptune $ 75, Replace Ductile Iron Safety and Reliability 5972 Coastal Operating Area NEPTUNE Lakewood Rd $ 800, Replace Ductile Iron Unknown 2 Cast Iron Safety and Reliability/Structural 5976 Coastal Operating Area NEPTUNE McDermott Rd SRH $ 214, Replace Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability 5979 Coastal Operating Area NEPTUNE Schock Ave Neptune SRH $, Replace Ductile Iron 1930's 2 Cast Iron System Flows and Pressure 39 Coastal Operating Area NEPTUNE Elmwood Dr. $ 125, Replace Ductile Iron GALV Safety and Reliability 40 Coastal Operating Area NEPTUNE Lorraine DR. $ 130, Replace Ductile Iron CI Water Quality 7068 Coastal Operating Area NEPTUNE Lawrence Ave Main Replacement $ 117, Replace 0 8 Ductile Iron 1920's 4 Cast Iron Safety and Reliability 7071 Coastal Operating Area NEPTUNE Fulham place $ 1, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 7196 Coastal Operating Area NEPTUNE Morrisey Road 6"CI main replacement $ 228, Replace 0 12 Ductile Iron Safety and Reliability/Structural 7277 Coastal Operating Area NEPTUNE Davis Avenue $ 210, Replace Ductile Iron Safety and Reliability 7384 Coastal Operating Area NEPTUNE West Lake Avenue $ 350, Replace Ductile Iron Safety and Reliability/Structural 7385 Coastal Operating Area NEPTUNE West Lake Avenue $ 350, Replace Ductile Iron Relocation/Opportunity 7386 Coastal Operating Area NEPTUNE West Lake Avenue $ 350, Replace Ductile Iron Relocation/Opportunity 7387 Coastal Operating Area NEPTUNE West Lake Avenue $ 350, Replace Ductile Iron Relocation/Opportunity 7503 Coastal Operating Area NEPTUNE Fisher ave $ 300, Replace Ductile Iron CI Safety and Reliability/Structural 5655 Coastal Operating Area NEPTUNE Ocean Ave Webb Ave to Main Ave $ 125,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ocean Ave Pitman Ave to Ocean Ptwy $ 110,000 Replace Ductile Iron CI Safety and Reliability/Structural Q4 23 Coastal Operating Area NEPTUNE Audrey Place $ 70,000 Replace Ductile Iron 19 2 GALV Safety and Reliability Q4 43 Coastal Operating Area NEPTUNE 11th Ave $ 330,000 Replace 2,083 8 Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability 2018Q Coastal Operating Area NEPTUNE MT TABOR WAY $ 300,000 Replace 1,949 8 Ductile Iron CI System Flows and Pressure 2018Q Coastal Operating Area NEPTUNE Inskip Ave. 4" CI $ 140,000 Replace 1,416 8 Ductile Iron CI Safety and Reliability/Structural 7740 Coastal Operating Area NEPTUNE Franklin Ave. 4" CI $ 210,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Clark Ave. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Broadway 4" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Embury Ave. 4" CI $ 140,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Olin Street 4" CI $,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Main Ave 6" CI $ 408,000 Replace 2,040 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Pitman Ave. 4" CI $ 140,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ocean Pathway 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Bath Ave. 4" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Pilgrim Pathway 4" CI $ 30,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Atlantic Ave. 4" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Seaview Ave. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Vanderbuilt Pl. 2" GALV $,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Olden Ave. 2" CI & 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Monroe Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Milton Ave. 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Stratford Ave. 2.5" CI & 6" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Rutherford Ave. 2" CI & 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Bradley Ave. 2" GALV $ 1,000 Replace Ductile Iron 10 2 GALV Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ivy Pl. 2" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Wells Ave. 2" GALV $,000 Replace Ductile Iron 10 2 CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Union 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Union Ave. 2" CI BTWN Corlies Ave & 10th Ave. $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Lafayette Ave. & 9th Ave. 2" GALV $ 148,000 Replace Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 9th Ave. 4" CI, 6" CI & 12" AC $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 8th Ave. 2" GALV, 2" CI,6" CI, 4" CI & 6" AC $ 840,000 Replace 4,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ridge Ave. 4" CI, 12" CI, 20" CI, 12" CI, 2" GALV, & 8" AC $ 1,0,000 Replace 5,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Pharo St. 4" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 1st Street 4" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Division St. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Heck Ave. 4" CI & 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Myrtle Ave. 2" CI, 6" AC, & 6" CI $ 920,000 Replace 4,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE South Neptune Blvd. 2" CI & 8" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Greenwood Pl. 2" GALV $ 220,000 Replace 1,100 8 Ductile Iron GALV Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Hobart Pl. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Leonard Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Washington Ave. 6" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Bangs Ave. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Bangs Ave. 6" CI BTWN Fisher Ave. & Myrtle Ave. $ 88,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Drummond Ave. 6" CI $ 504,000 Replace 2,520 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE State Rt 35 6" CI $ 9,000 Replace 3,800 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Neptune Blvd. 6" CI Terminus to Wells Ave. $ 240,000 Replace 1,200 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE RT 35 BTWN Monroe Ave. & Bradford Ave. $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Ocean Ave. 6" CI $ 44,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE Spray Ave. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q4 Page 37 of 66

212 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8541 Coastal Operating Area NEPTUNE Seaview Ave. 6" CI $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE McClintock St. 6" CI & 8" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Mt. Carmel Way 2.25" CI & 8" CI $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 7th Ave. 6" CI & 10" CI $ 700,000 Replace 3,500 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Hamilton Ave. 6" CI $ 232,000 Replace 1,1 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Hawthorne Ave. 6" CI $ 208,000 Replace 1,040 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Alberta Ave. 6" CI, 6" AC & 8" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Union Ave. 2" CI & 6" CI BTWN 7th Ave. & 5th Ave. $ 152,000 Replace 7 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Deal Ave. 6" CI $ 320,000 Replace 1,0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 6th Ave. 2" CI & 6" CI $ 700,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 86 Coastal Operating Area NEPTUNE 6th Ave. 6" CI & 12" CI BTWN Ridge Ave. & Atkins Ave. $ 4,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE 6th Ave. 6" CI & 8" CI BTWN Taylor Ave. & Terminus $ 5,000 Replace 2,300 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE RT 35 S. 2" CI & 4" CI $ 400,000 Replace 15,000 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE W. Concourse 6" CI $ 2,000 Replace 1,300 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area NEPTUNE Shark River Island Cleaning and Lining $ 2,000,000 Rehab 6,808 8 Other DI Safety and Reliability/Structural 2018Q4 Ocean Grove Main St (from Beach to Ocean) & Ocean From Main to NEPTUNE 116 Coastal Operating Area Pitman $,000 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 117 Coastal Operating Area NEPTUNE Ocean Grove Embury St, from Beach to Ocean $ 105,000 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 254 Coastal Operating Area NEPTUNE Neptune Seawall Ave (from Ridge to Whiteville) $,000 Replace Ductile Iron 1930's 6 Concrete Safety and Reliability/Structural Neptune Prospect Avenue from Brighton to Oakdale and from NEPTUNE 581 Coastal Operating Area Fairfield to Riverside $ 525,000 Replace 3,500 8 Ductile Iron 1940's 4 Cast Iron Safety and Reliability/Structural 5975 Coastal Operating Area NEPTUNE Vernon Ave $ 175,000 Replace 1,000 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability 5980 Coastal Operating Area NEPTUNE Clayton ave $ 150,000 Replace Ductile Iron 1940's 4 Cast Iron Water Quality 37 Coastal Operating Area NEPTUNE Park Pl Neptune SRH $,000 Replace Ductile Iron CI Safety and Reliability 5977 Coastal Operating Area NEPTUNE Robbins rd $ 210,000 Replace 1,246 8 Ductile Iron 1930's 2 Cast Iron System Flows and Pressure 41 Coastal Operating Area NEPTUNE Couse Rd. $ 236,000 Replace 1,350 8 Ductile Iron 1920's 2 Cast Iron Safety and Reliability 7041 Coastal Operating Area NEPTUNE Greenwood Ave Main Replacement $,000 Replace Ductile Iron 1920's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area NEPTUNE Prospect Ave $ 225,000 Rehab Ductile Iron CI System Flows and Pressure 7541 Coastal Operating Area NEPTUNE Glenmere Ave $ 275,000 Replace 1,647 6 Ductile Iron CI System Flows and Pressure 7559 Coastal Operating Area NEPTUNE 10th Ave Main Replacement $ 375,000 Replace 2,452 8 Cast Iron CI Safety and Reliability 7717 Coastal Operating Area NEPTUNE BENSON AND EMBURY AVENUE OCEAN GROVE $ 150,000 Replace Ductile Iron CI Relocation/Opportunity 7741 Coastal Operating Area NEPTUNE Stockton Ave. 4" CI & 12" AC $ 800,000 Replace 4,000 8 Ductile Iron CI Safety and Reliability/Structural 7751 Coastal Operating Area NEPTUNE Delaware Ave. 4" CI $ 70,000 Replace Ductile Iron AC Safety and Reliability/Structural 8188 Coastal Operating Area NEPTUNE Locust St.2" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8189 Coastal Operating Area NEPTUNE Maple Ave. 2" CI & 6" AC $,000 Replace 0 6 Ductile Iron AC Safety and Reliability/Structural 81 Coastal Operating Area NEPTUNE Prospect Pl 2" CI & 6" DI $ 180,000 Replace 0 8 Ductile Iron DI Safety and Reliability/Structural 8191 Coastal Operating Area NEPTUNE Bayard Pl. 2" GALV $ 100,000 Replace Ductile Iron PVC Safety and Reliability/Structural 8192 Coastal Operating Area NEPTUNE Tilton Pl. 2" CI $ 140,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 8193 Coastal Operating Area NEPTUNE Victor Pl 2" GALV $ 100,000 Replace Ductile Iron PVC Safety and Reliability/Structural 8194 Coastal Operating Area NEPTUNE Maple Ave. 2" CI BTWN Wayside Rd. & Hazel St. $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8195 Coastal Operating Area NEPTUNE Highland Ave. 2" GALV $ 100,000 Replace Ductile Iron GALV Safety and Reliability/Structural 8196 Coastal Operating Area NEPTUNE Marion St. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8197 Coastal Operating Area NEPTUNE Remsen Mill Rd 2" PE $ 140,000 Replace Ductile Iron PE Safety and Reliability/Structural 8199 Coastal Operating Area NEPTUNE Center St. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8200 Coastal Operating Area NEPTUNE Poppy Ave. 4" CI $ 20,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Hemlock Dr. 2" CI $ 20,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Cedar Terrace 2" CI & 6"AC $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8203 Coastal Operating Area NEPTUNE Cortland St. 2" GALV & 6" DI $ 64,000 Replace Ductile Iron GALV Safety and Reliability/Structural Coastal Operating Area NEPTUNE Sayre St. 2" CI & 6" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8207 Coastal Operating Area NEPTUNE Brockton Ave. 6" CI & 6" AC $ 280,000 Replace 1,400 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 8208 Coastal Operating Area NEPTUNE Millbrook Ave. 6" CI & 6" AC $ 304,000 Replace 1,520 8 Ductile Iron CI Safety and Reliability/Structural 8211 Coastal Operating Area NEPTUNE Richardson Ave. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Newgate Ln. 2" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8233 Coastal Operating Area NEPTUNE Carton Ave. 4" CI $ 164,000 Replace Ductile Iron CI Safety and Reliability/Structural 8234 Coastal Operating Area NEPTUNE Oakdale Dr. 4" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8235 Coastal Operating Area NEPTUNE Oakdale Dr. 4" CI BTWN Glenmere Ave & S Riverside Dr. $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Cottage Pl. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8237 Coastal Operating Area NEPTUNE Fairfield Way 4" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8238 Coastal Operating Area NEPTUNE Woodmere Dr. 4" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8239 Coastal Operating Area NEPTUNE Cedar Pl. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Fairview Pl. 4" CI $,000 Replace 0 8 Ductile Iron 19 4 CI Safety and Reliability/Structural 8242 Coastal Operating Area NEPTUNE Valley Rd. 4" CI & 2" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 8243 Coastal Operating Area NEPTUNE Tremont Dr. 2" GALV, 4" CI, & 6" AC $ 440,000 Replace 2,200 8 Ductile Iron AC Safety and Reliability/Structural 8244 Coastal Operating Area NEPTUNE Milford Rd. 2" CI $ 140,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 8245 Coastal Operating Area NEPTUNE N Benton Pl. 2" CI $ 80,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Clinton Pl. 4" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Arnold Pl. 4" CI $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 8248 Coastal Operating Area NEPTUNE The Plaza 2" GALV, 4" CI, 6" CI & 2.25" CI $ 220,000 Replace 1,100 8 Ductile Iron 19 2 GALV Safety and Reliability/Structural 8445 Coastal Operating Area NEPTUNE Neptune Blvd. 6" AC & 6"CI $ 0,000 Replace 3,000 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 8456 Coastal Operating Area NEPTUNE Heck Ave. 6" CI & 6" AC BTWN RT 35 & Neptune Blvd. $ 3,000 Replace 1,800 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 8496 Coastal Operating Area NEPTUNE Hoover Rd. 6" CI $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 8497 Coastal Operating Area NEPTUNE Robin Rd. 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8508 Coastal Operating Area NEPTUNE Asbury Ave./ Rt 35 6" CI $ 700,000 Replace 3, Ductile Iron CI Safety and Reliability/Structural 8511 Coastal Operating Area NEPTUNE Bradford Ave. 6" CI & 6" AC $ 224,000 Replace 1, 8 Ductile Iron AC Safety and Reliability/Structural 8520 Coastal Operating Area NEPTUNE Cordtland St. 2" GALV $ 40,000 Replace Ductile Iron GALV Safety and Reliability/Structural Coastal Operating Area NEPTUNE Beach Ave. 6" CI & 10" CI $ 1,000,000 Replace 5,000 8 Ductile Iron CI Safety and Reliability/Structural 8551 Coastal Operating Area NEPTUNE Bradfiske Ave. 6" AC $ 148,000 Replace Ductile Iron 10 6 AC Safety and Reliability/Structural 8552 Coastal Operating Area NEPTUNE Huntington Ave. 6" CI & 6" AC $ 152,000 Replace 7 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 85 Coastal Operating Area NEPTUNE Stamford Dr.& Surrey Ln. 6" CI & 8" CI $ 640,000 Replace 3,200 8 Ductile Iron CI Safety and Reliability/Structural 8561 Coastal Operating Area NEPTUNE Blackwell Way 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural Page 38 of 66

213 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8562 Coastal Operating Area NEPTUNE Chelsea Ct. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8563 Coastal Operating Area NEPTUNE Brixton Pl. 8" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8564 Coastal Operating Area NEPTUNE Stockwell Ln. 6" CI $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 8565 Coastal Operating Area NEPTUNE Mayfair Ln. 6" CI $ 480,000 Replace 2,400 8 Ductile Iron CI Safety and Reliability/Structural 8566 Coastal Operating Area NEPTUNE Wakefield Rd. 6" CI $ 1,012,000 Replace 5,0 8 Ductile Iron CI Safety and Reliability/Structural 8567 Coastal Operating Area NEPTUNE Chadwell Ct. 6" CI $ 208,000 Replace 1,040 8 Ductile Iron CI Safety and Reliability/Structural 8568 Coastal Operating Area NEPTUNE Marlow Pl. 6" CI $ 228,000 Replace 1,140 8 Ductile Iron CI Safety and Reliability/Structural 8569 Coastal Operating Area NEPTUNE Fenchurch Way 6" AC $ 1,000 Replace Ductile Iron AC Safety and Reliability/Structural 8570 Coastal Operating Area NEPTUNE Harrow Ct. 6" AC $ 1,000 Replace Ductile Iron AC Safety and Reliability/Structural 8583 Coastal Operating Area NEPTUNE Holborn Ln. 6" AC $ 80,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area NEPTUNE Halton Ct. 6" CI $ 164,000 Replace Ductile Iron CI Safety and Reliability/Structural 8587 Coastal Operating Area NEPTUNE Eton Way 6" CI $ 308,000 Replace 1,540 8 Ductile Iron CI Safety and Reliability/Structural 8591 Coastal Operating Area NEPTUNE Oxford Way 6" CI & 6" AC $ 468,000 Replace 2,340 8 Ductile Iron CI Safety and Reliability/Structural 8597 Coastal Operating Area NEPTUNE E. Lawn Drive 6" CI $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 84 Coastal Operating Area NEPTUNE Wayside Rd. 6" CI $ 448,000 Replace 2,240 8 Ductile Iron CI Safety and Reliability/Structural 88 Coastal Operating Area NEPTUNE Laurel Pl. 6" AC $ 184,000 Replace Ductile Iron AC Safety and Reliability/Structural 89 Coastal Operating Area NEPTUNE Fortunato Pl. 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8610 Coastal Operating Area NEPTUNE Fletcher Dr. 2" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8650 Coastal Operating Area NEPTUNE Berkeley Ln. 2" CI & 6" AC & 6" CI $ 284,000 Replace 1,420 8 Ductile Iron CI Safety and Reliability/Structural 8654 Coastal Operating Area NEPTUNE Edgeware Pl. 6" AC $ 140,000 Replace Ductile Iron AC Safety and Reliability/Structural 8655 Coastal Operating Area NEPTUNE Corlies Ave (33) & Memorial Dr. (40A) Intersection. 6" CI & 6" AC $ 420,000 Replace 1,100 8 Ductile Iron AC Safety and Reliability/Structural 8667 Coastal Operating Area NEPTUNE Seaview Circle N. 6" CI $ 180,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8668 Coastal Operating Area NEPTUNE New York Rd. 6" CI $ 92,000 Replace 4 8 Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Waterview Ct. 6" CI $ 68,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Albany Rd. 6" CI $ 188,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8672 Coastal Operating Area NEPTUNE Rt 35/ River rd. Shark River 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8673 Coastal Operating Area NEPTUNE Riley Rd. 6" CI $ 84,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Glenmere Ave. 6" CI $ 68,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE Highland Ave. 6" CI $ 700,000 Replace 3,500 8 Ductile Iron AC Safety and Reliability/Structural 8700 Coastal Operating Area NEPTUNE S. Riverside Dr. 6" AC $ 140,000 Replace Ductile Iron 19 6 AC Safety and Reliability/Structural 8701 Coastal Operating Area NEPTUNE Arnold Ave. 2" CI $,000 Replace 0 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 8702 Coastal Operating Area NEPTUNE Carol Ave. 2" CI $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE CITY Stiener Ave $ 410, Replace Ductile Iron 1920's 6 Stove Pipe System Flows and Pressure 7796 Coastal Operating Area NEPTUNE CITY Stratford Ave. 2.5" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Ivy Place 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Bennett Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Prospect St. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q4 82 Coastal Operating Area NEPTUNE CITY Woodland Ave. 2" CI & 2" GALV $ 88,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area NEPTUNE CITY Wilson Ave. 2" CI $,000 Replace 0 6 Ductile Iron 19 2 CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY McAneny St. 2.25" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Ridge Ave. 6" CI & 8" CI $ 520,000 Replace 2,0 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Union Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Neptune Ave./17 6"CI & 8"CI $ 424,000 Replace 2, 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY TFH Way 8" CI $ 184,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Coastal Operating Area NEPTUNE CITY Concourse $ 480,000 Replace 3,520 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 5628 Coastal Operating Area NEPTUNE CITY County Rt40A (memorial Dr) and Evergreen ave $ 30,000 Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural Coastal Operating Area NEPTUNE CITY Riverdale Ave. 2" CI & 6" CI $ 2,000 Replace 1,300 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8251 Coastal Operating Area NEPTUNE CITY Summerlan Pl. 2" CI $ 80,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE CITY Locust Ave. 6" CI & 6" AC $ 300,000 Replace 1,500 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8256 Coastal Operating Area NEPTUNE CITY 3rd Ave. 2" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 8257 Coastal Operating Area NEPTUNE CITY Hillside Ave. 2" CI $ 180,000 Replace 0 6 Ductile Iron 19 2 CI Safety and Reliability/Structural 8258 Coastal Operating Area NEPTUNE CITY Hawthorne Ave. 2" GALV, 2" CI, 6" AC & 6" CI $ 4,000 Replace 2,300 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8259 Coastal Operating Area NEPTUNE CITY Summit Ave. 2" CI & 2" GALV $ 1,000 Replace Ductile Iron GALV Safety and Reliability/Structural 8261 Coastal Operating Area NEPTUNE CITY RT 35 S/ Morris Ave. 2" CI $ 220,000 Replace 1,100 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 8263 Coastal Operating Area NEPTUNE CITY Smock St. 2" GALV $ 104,000 Replace Ductile Iron 19 2 GALV Safety and Reliability/Structural 8264 Coastal Operating Area NEPTUNE CITY Laird Ave. 2" CI & 6" CI $ 1,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8265 Coastal Operating Area NEPTUNE CITY Windsor Terrace 2" CI $ 44,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area NEPTUNE CITY Midwood St. 2" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8611 Coastal Operating Area NEPTUNE CITY 5th Ave. " CI & 6" ST $ 388,000 Replace 1,940 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 8612 Coastal Operating Area NEPTUNE CITY 5th Ave.6" CI, 6" AC & 8" CI $ 640,000 Replace 3,200 8 Ductile Iron CI Safety and Reliability/Structural 8613 Coastal Operating Area NEPTUNE CITY Morris Ave. 6" AC $ 132,000 Replace 6 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 8614 Coastal Operating Area NEPTUNE CITY 3rd Ave. 6" CI BTWN RT 35 & Memorial Dr. $ 340,000 Replace 1,700 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8628 Coastal Operating Area NEPTUNE CITY Ridge Terrace 6" AC $ 240,000 Replace 1,200 8 FRP 10 6 AC Safety and Reliability/Structural 8629 Coastal Operating Area NEPTUNE CITY W. Wall St. 6" CI $ 104,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 86 Coastal Operating Area NEPTUNE CITY Rowland Pl. 6" CI $ 1,400,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8692 Coastal Operating Area NEPTUNE CITY Lawrence Dr. 6" CI $ 220,000 Replace 1,100 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8697 Coastal Operating Area NEPTUNE CITY Over Brook Pl. 6" CI $ 1,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8698 Coastal Operating Area NEPTUNE CITY Oliver Dr. 8" CI $ 204,000 Replace 1,020 8 Ductile Iron 19 8 CI Safety and Reliability/Structural 8704 Coastal Operating Area NEPTUNE CITY Tucker Dr. 6" CI & 6" AC $ 2,000 Replace 1,300 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 8705 Coastal Operating Area NEPTUNE CITY E End Ave. (17) 6" CI $,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8718 Coastal Operating Area NEPTUNE CITY Lipman Pl. 6" AC $ 124,000 Replace Ductile Iron 10 6 AC Safety and Reliability/Structural 8719 Coastal Operating Area NEPTUNE CITY Windsor Ct. 6" AC $ 220,000 Replace 1,100 8 Ductile Iron 19 6 DI Safety and Reliability/Structural 8720 Coastal Operating Area NEPTUNE CITY Lincoln Ave. 6" AC $,000 Replace 0 8 Ductile Iron 10 6 AC Safety and Reliability/Structural 8721 Coastal Operating Area NEPTUNE CITY Oak Terrace 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8722 Coastal Operating Area NEPTUNE CITY RT 35 6" CI $ 180,000 Replace 0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8723 Coastal Operating Area NEPTUNE CITY Rt 35 / W. Sylvania Ave. 6" CI & 2" CI $ 500,000 Replace 2,500 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 8724 Coastal Operating Area NEPTUNE CITY RT 17/ W. Sylvania Ave. 6" CI $ 1,500,000 Replace 7,000 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8729 Coastal Operating Area NEPTUNE CITY Riverview Ave. 6" AC, 2" GALV, 1.25" CI, 6" CI, 12" CI & 12" DI $ 0,000 Replace 3, PVC 10 6 AC Safety and Reliability/Structural 41 North Operating Area NEW PROVIDENCE New Providence Central Ave. South to Allison $ 628, Replace Ductile Iron Safety and Reliability/Structural 6803 North Operating Area NEW PROVIDENCE NEW PROVIDENCE Central Ave from South St to Springfield Ave $ 1,529, Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural Page 39 of 66

214 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8996 North Operating Area NEW PROVIDENCE Springfield Ave from Maple to Constantine (Summit City line) Phase 6 $ 0,000 Replace 1, Ductile Iron 19 8 DI Safety and Reliability/Structural 2017Q North Operating Area NEW PROVIDENCE NEW PROVIDENCE Southgate Rd from South St to Hathaway Dr $ 5,000 Replace 2,800 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area NEW PROVIDENCE Springfield Ave. Ph 4, from Salt Brook to Gales Ave. $ 875,000 Replace 3, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2018Q3 New Providence Springfield Ave. Ph 5 from Gales Drive to Maple NEW PROVIDENCE 6166 North Operating Area Street $ 875,000 Replace 3, Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2018Q3 NEW PROVIDENCE Passaic St from Springfield Ave to Commonwealth NEW PROVIDENCE 6812 North Operating Area Ave $ 5,000 Replace 2,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area NEW PROVIDENCE NEW PROVIDENCE South St from Dian Ct to Springfield Ave $ 740,000 Replace 3,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area NEW PROVIDENCE Passaic Ave Passaic River bridge replacement $ 200,000 Replace 7 12 Ductile Iron CI Relocation/Opportunity 2018Q North Operating Area NEW PROVIDENCE NEW PROVIDENCE Gales Dr from South St to Springfield Ave $ 400,000 Replace 2,000 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural NEW PROVIDENCE Pleasent View Ave from Livingston ave to NEW PROVIDENCE 6815 North Operating Area Springfield Ave $ 420,000 Replace 2,100 8 Ductile Iron Unknown None Selected Cast Iron Safety and Reliability/Structural 6813 North Operating Area NEW PROVIDENCE NEW PROVIDENCE Pearl St from Central Ave to Fickler Pl $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural NEW PROVIDENCE Runnymeade Pkwy from Springfield Ave and NEW PROVIDENCE 6816 North Operating Area Ridgeview Ave $ 440,000 Replace 2,200 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6847 North Operating Area NEW PROVIDENCE NEW PROVIDENCE The Fellsway from Maple St to Forest Rd $ 400,000 Replace 2,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6848 North Operating Area NEW PROVIDENCE NEW PROVIDENCE Walton Ave from Passaic St to Hedden Pl $ 440,000 Replace 2,200 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6801 North Operating Area NEW PROVIDENCE NEW PROVIDENCE 6TH Ave from Livingston Ave $ 70,000 Replace Ductile Iron Unknown 2 Cast Iron Safety and Reliability/Structural North Operating Area NEW PROVIDENCE NEW PROVIDENCE Central Ave from Maple to Brook Hollow $ 440,000 Replace 2,200 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6806 North Operating Area NEW PROVIDENCE NEW PROVIDENCE Hawthorne Dr from Central Ave to Pearl St $ 3,000 Replace 1,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6814 North Operating Area NEW PROVIDENCE NEW PROVIDENCE Pine Ct from Pine Way $ 100,000 Replace Ductile Iron Unknown 2 Cast Iron Safety and Reliability/Structural 557 North Operating Area NEW PROVIDENCE New Providence Livingston Ave. from Central to Springfield Ave $ 6,000 Replace 3,280 8 Ductile Iron 1940's 4 Cast Iron Safety and Reliability/Structural 6809 North Operating Area NEW PROVIDENCE NEW PROVIDENCE Magnolia Dr from Springfield Ave to Valentine Rd $ 250,000 Replace 1,250 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural New Providence Livingston Ave. from Central to South of Greenwood NEW PROVIDENCE 556 North Operating Area Rd $ 440,000 Replace 2,200 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6802 North Operating Area NEW PROVIDENCE NEW PROVIDENCE Acorn Dr from Central Ave and Tall Oaks $ 230,000 Replace 1,150 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 8845 North Operating Area NEW PROVIDENCE South Street WMR Springfield to Central $ 625,000 Replace 3, Ductile Iron 19 6 CI System Flows and Pressure 8846 North Operating Area NEW PROVIDENCE Academs Street from Elkwood to Springfield $ 125,000 Replace Ductile Iron CI System Flows and Pressure 8847 North Operating Area NEW PROVIDENCE Livingston Avenue from 2nd St to Grant Ave $ 250,000 Replace Ductile Iron CI System Flows and Pressure 7523 North Operating Area NEW PROVIDENCE Springfield Ave. Ph 3 from Central Ave. to Salt Brook $ 625,000 Replace 2, Ductile Iron CI Safety and Reliability/Structural 301 Central Operating Area NORTH PLAINFIELD BOROUGH N. Plainfield North Maple Avenue $ 32, Replace Ductile Iron System Flows and Pressure Central Operating Area NORTH PLAINFIELD BOROUGH North Plainfield Rehab $ 1,125, Rehab Other 1920's 6 Cast Iron System Flows and Pressure 5534 Central Operating Area NORTH PLAINFIELD BOROUGH Henry Court from Cedar St. to Dead End $ 48, Replace Ductile Iron System Flows and Pressure Central Operating Area NORTH PLAINFIELD BOROUGH Brook Ave. ( Meadowbrook Rd. to Dead End ) $ 51, Replace Ductile Iron Water Quality Central Operating Area NORTH PLAINFIELD BOROUGH Brook Ave. ( Meadowbrook Rd. to Dead End ) $ 51, Replace Ductile Iron Water Quality Central Operating Area NORTH PLAINFIELD BOROUGH Ivy Pl. ( Mali Dr. to Dead End ) $ 52, Replace Ductile Iron Water Quality Central Operating Area NORTH PLAINFIELD BOROUGH Rock Ave. ( Redfield to Anna Pl. ) $ 457, Replace Ductile Iron CI System Flows and Pressure 7617 Central Operating Area NORTH PLAINFIELD BOROUGH Norwood Ave. $ 4, Replace Ductile Iron CI System Flows and Pressure 7663 Central Operating Area NORTH PLAINFIELD BOROUGH Greenbrook Rd. & West End Ave. $ 1,362, Replace Ductile Iron CI System Flows and Pressure 7698 Central Operating Area NORTH PLAINFIELD BOROUGH Various Streets North Plainfield $ 2,400,000 Rehab 7,500 6 Other Plastic CI System Flows and Pressure 2017Q Central Operating Area NORTH PLAINFIELD BOROUGH Jefferies Pl. ( Mountain Ave. to Tie In ) $ 55,0 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Lewis St., ( Mountain Ave. to Tie In ) $ 96,750 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Rutledge Ct., Cul De Sac ) $ 26,250 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Anworth Ave., ( From Farragut to Mali ) $ 81,700 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH North Plainfield Cleaning Lining $ 4,140,815 Rehab 21,455 6 Other CI Water Quality 2019Q Central Operating Area NORTH PLAINFIELD BOROUGH Verdon St. ( Summit to Grandview ) $ 73,000 Replace Ductile Iron 1910's 2 Cast Iron System Flows and Pressure Q Central Operating Area NORTH PLAINFIELD BOROUGH Allen Pl. ( Fairview to Dead End ) $ 38,150 Replace Ductile Iron 1980's 4 Cast Iron System Flows and Pressure Q4 71 Central Operating Area NORTH PLAINFIELD BOROUGH Route 22 West., ( Rock Ave., Greenbrook to Terrill Rd., Watchung ) $ 7,946,800 Replace 19, Ductile Iron DI System Flows and Pressure 2019Q4 Northfield Oakcrest Avenue Between Shore Road & 200 feet east of 229 Coastal Operating Area NORTHFIELD Swilkey Avenue $ 258, Replace Ductile Iron System Flows and Pressure Northfield Revere Avenue Between Swilkey Avenue and 500 feet 230 Coastal Operating Area NORTHFIELD east of Swilkey Avenue $ 112, Replace Ductile Iron System Flows and Pressure 241 Coastal Operating Area NORTHFIELD Northfield Mill Road Maple Run Bridge $ 130, Replace Ductile Iron Relocation/Opportunity Coastal Operating Area NORTHFIELD Northfield Mill Road Between Fire Road & Maple Run Bridge $ 262, Replace Ductile Iron System Flows and Pressure 5425 Coastal Operating Area NORTHFIELD Forrest Drive from Juniper Drive to West Mill Road $ 180, Replace 2 6 Ductile Iron Water Quality 5430 Coastal Operating Area NORTHFIELD Juniper Drive from Cedar Bridge Road to West Mill Road $ 174, Replace Ductile Iron Safety and Reliability/Structural 5431 Coastal Operating Area NORTHFIELD Burton Avenue from Titlon Road to Leo Fraser Drive $ 55, Replace Ductile Iron Relocation/Opportunity Coastal Operating Area NORTHFIELD Broad Street from Putting Green Avenue to Leo Fraser Drive $ 80, Replace 4 8 Ductile Iron Relocation/Opportunity Coastal Operating Area NORTHFIELD Broad Street from Roosevelt Ave to Davis Ave $ 127, Replace Ductile Iron Relocation/Opportunity 5596 Coastal Operating Area NORTHFIELD Rosedale Avenue from Shore Road to Cornwall Avenue $ 197, Replace Ductile Iron 1920's 6 Cast Iron Relocation/Opportunity 65 Coastal Operating Area NORTHFIELD NF Shore Road between Fifield Avenue and Dolphin Avenue $ 800, Replace Ductile Iron 1910's 8 Ductile Iron Safety and Reliability/Structural 6558 Coastal Operating Area NORTHFIELD Shore Road between Fifield Ave to Rosedale Ave. $ 930,000 Replace 3, Ductile Iron 19 8 CI Safety and Reliability/Structural 2017Q Coastal Operating Area NORTHFIELD Mill Road between Maple Run Bridge and Philmar Dr, County Paving $ 1,065,000 Replace 3, Ductile Iron 1930's 10 Cast Iron Safety and Reliability/Structural 2018Q Coastal Operating Area NORTHFIELD Mill Road from Shore Rd. to Well 4A (Wabash Avenue) $ 300,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Coastal Operating Area NORTHFIELD Shore Road Phase V between Rosedale Avenue to Vernon Ave $ 500,000 Replace 1, Ductile Iron CI System Flows and Pressure 2018Q Coastal Operating Area NORTHFIELD Cove Avenue from Shore Road to end of Cove Avenue $ 99,000 Replace Ductile Iron 1930's 2 Cast Iron Relocation/Opportunity 6570 Coastal Operating Area NORTHFIELD Chestnut Avenue between 2nd Ave and Maple Ave $ 272,500 Replace 1,091 8 Ductile Iron 1930's 2 Cast Iron Safety and Reliability/Structural 6916 Coastal Operating Area NORTHFIELD County Club Drive, Circle Dr & Heather Dr Main Replacements $ 325,000 Replace 1,450 8 Ductile Iron CI System Flows and Pressure Tilton Road Between Mill Road and Wabash Avenue (Tilton NORTHFIELD 206 Coastal Operating Area Moratorium ends 2013) $ 187,000 Replace Ductile Iron 19's 2 Cast Iron System Flows and Pressure Tilton Road Between Wabash Avenue & Zion Road (Tilton NORTHFIELD Coastal Operating Area Moratorium ends 2013) $ 66,000 Replace Ductile Iron 1970's 6 Cast Iron System Flows and Pressure 6101 Coastal Operating Area NORTHFIELD Zion Road between New Road and Wabash Avenue $ 420,000 Replace 2,495 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 6102 Coastal Operating Area NORTHFIELD Northfield Avenue between Zion Road and Shore Road $ 162,750 Replace 1,051 8 Ductile Iron CI Safety and Reliability/Structural 6562 Coastal Operating Area NORTHFIELD W. Oakcrest Avenue between US Rt 9 and Shore Road $ 420,000 Replace 2,041 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 6564 Coastal Operating Area NORTHFIELD W. Glencove Avenue between US Rt 9 and Wabash Avenue $ 280,000 Replace 1,252 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6565 Coastal Operating Area NORTHFIELD W. Yorkshire Avenue between Shore Road and Wabash Ave $ 146,000 Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6566 Coastal Operating Area NORTHFIELD Roosevelt Avenue between US Rt 9 and Tilton Road $ 205,000 Replace Ductile Iron 19 6 AC Safety and Reliability/Structural Page 40 of 66

215 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6568 Coastal Operating Area NORTHFIELD Lake Ave/Maple Ave between Evergreen Ave and Leo Fraser Dr $ 240,000 Replace 1,193 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6571 Coastal Operating Area NORTHFIELD Spruce Ave between US Rt 9 and Maple Ave $ 180,000 Replace Ductile Iron AC Safety and Reliability/Structural 6572 Coastal Operating Area NORTHFIELD Willow Drive between Tilton Road and Zion Road $ 140,000 Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6573 Coastal Operating Area NORTHFIELD Locust Drive between Tilton Road and Zion Road $ 212,000 Replace 1,0 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6574 Coastal Operating Area NORTHFIELD Wabash Avenue between Tilton Road and Zion Road $ 126,000 Replace Ductile Iron CI Safety and Reliability/Structural 6597 Coastal Operating Area NORTHFIELD Northfield Ave between Zion Road and Tilton Road $ 170,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 61 Coastal Operating Area NORTHFIELD Infield Avenue between Tilton Rd and Wabash Ave $ 183,000 Replace 1, Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 62 Coastal Operating Area NORTHFIELD 1st Street between Infield Avenue and Davis Avenue $ 132,000 Replace Ductile Iron AC Safety and Reliability/Structural 66 Coastal Operating Area NORTHFIELD US Route 9 between Oakcrest Ave and Cedar Bridge, Clean and Line $ 650,000 Rehab 2, Cast Iron 19's 12 Cast Iron Water Quality 6917 Coastal Operating Area NORTHFIELD Bonnie Lee Dr between County Club Dr and Heather Dr $ 95,400 Replace 1,056 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 8274 Coastal Operating Area NORTHFIELD Herbert Drive (Oak to New Rd), Shepard Circle $ 1,000,000 Replace 4,0 8 Ductile Iron CI System Flows and Pressure 8276 Coastal Operating Area NORTHFIELD Pasedena Drive & Hollywood Drive $ 705,000 Replace 2,818 8 Ductile Iron 19 6 CI System Flows and Pressure 8277 Coastal Operating Area NORTHFIELD Wells Avenue & Park Lane $ 237,500 Replace Ductile Iron CI System Flows and Pressure 8281 Coastal Operating Area NORTHFIELD Rt. 9 between Tilton Road & Mill Road $ 733,750 Replace 2, Ductile Iron CI System Flows and Pressure 8283 Coastal Operating Area NORTHFIELD Boyce Terrace $ 67,500 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area NORTHFIELD Oak Avenue between Mill Road and Burroughs Ave $ 950,000 Replace 4, Ductile Iron CI Safety and Reliability/Structural 8286 Coastal Operating Area NORTHFIELD Roosevelt Avenue between RT. 9 & 1st Avenue. $ 320,000 Replace 1,281 8 Ductile Iron CI System Flows and Pressure 8288 Coastal Operating Area NORTHFIELD Mt. Vernon Avenue between Rt.9 & Faue Avenue $ 456,250 Replace 1,825 8 Ductile Iron 19 6 CI System Flows and Pressure 8289 Coastal Operating Area NORTHFIELD Leo Fraser Drive between Rt.9 & Faue Avenue $ 4,000 Replace 1,839 8 Ductile Iron 19 8 CI System Flows and Pressure 82 Coastal Operating Area NORTHFIELD Mill Road between Philmar Drive and Mill Road Well No. 4 $ 825,000 Replace 2, Ductile Iron CI Safety and Reliability/Structural 8291 Coastal Operating Area NORTHFIELD 2nd Avenue between Fairbanks Avenue & Davis Avenue $ 407,500 Replace 1,629 8 Ductile Iron 19 8 DI System Flows and Pressure 8293 Coastal Operating Area NORTHFIELD 1st Avenue between Fairbanks Avenue & Davis Avenue $ 385,000 Replace 1,539 8 Ductile Iron 19 6 CI System Flows and Pressure 8295 Coastal Operating Area NORTHFIELD Hemsley Place between Shore Rd. & the Bay $ 231,250 Replace Ductile Iron CI System Flows and Pressure 8296 Coastal Operating Area NORTHFIELD Roosevelt Avenue between Broad Street & Shore Road $ 164,250 Replace Ductile Iron CI System Flows and Pressure Oaklyn East Haddon Avenue White Horse Pike to Cold Springs 361 Southwest Operating Area OAKLYN Avenue $ 304, Replace Ductile Iron Safety and Reliability/Structural 362 Southwest Operating Area OAKLYN Oaklyn Newton Avenue Clinton to Holly $ 156, Replace Ductile Iron Safety and Reliability/Structural 5345 Southwest Operating Area OAKLYN Oaklyn East Bettlewood Avenue White Horse Pike to Oaklawn Ave $ 475, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5346 Southwest Operating Area OAKLYN Oaklyn East Clinton Avenue White Horse Pike to Oaklawn Ave $ 400, Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5349 Southwest Operating Area OAKLYN Oaklyn West Park Avenue White Horse Pike to Newton Avenue $ 114, Replace 0 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5717 Southwest Operating Area OAKLYN Oaklyn West Bettlewood Ave White Horse Pike to Newton Ave $ 135, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5718 Southwest Operating Area OAKLYN Oaklyn West Collingswood Ave White Horse Pike to Newton Ave $ 140, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5719 Southwest Operating Area OAKLYN Oaklyn West Haddon Ave White Horse Pike to Newton Ave $ 140, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5721 Southwest Operating Area OAKLYN Oaklyn West Greenwood Ave White Horse Pike to Newton Ave $ 140, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure Oaklyn Ridgeway Avenue Kendall Blvd (CR 650) to Washington 7172 Southwest Operating Area OAKLYN Avenue $ 325, Replace Ductile Iron CI System Flows and Pressure 7534 Southwest Operating Area OAKLYN Oaklyn Newton Avenue $ 55, Replace 88 4 Ductile Iron CI Safety and Reliability/Structural Southwest Operating Area OAKLYN Oaklyn Kendall Blvd Black Horse Pike to Goff Avenue $ 413,000 Replace 2,700 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2017Q Southwest Operating Area OAKLYN Oaklyn Congress Avenue Manor Avenue to Kendall Blvd $ 150,100 Replace 7 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2017Q Southwest Operating Area OAKLYN Oaklyn Kendall Blvd West Holly Avenue to Congress Avenue $ 201,400 Replace 1,0 8 Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 2017Q Southwest Operating Area OAKLYN Oaklyn Kendall Blvd Goff Avenue to West Holly Ave $ 480,000 Replace 2,500 8 Ductile Iron Unknown 8 Unknown Safety and Reliability 2017Q Southwest Operating Area OAKLYN Oaklyn Reading Avenue Hillcrest Avenue to Manheim Avenue $ 266,000 Replace 1,334 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 2017Q4 79 Southwest Operating Area OAKLYN Oaklyn Manheim Avenue & Beechwood Avenue $ 375,000 Replace 2,012 8 Ductile Iron CI Safety and Reliability/Structural 2017Q Southwest Operating Area OAKLYN Oaklyn Manor Ave & W Holly Ave $ 525,000 Replace 2,400 8 Ductile Iron CI Safety and Reliability/Structural 2017Q4 77 Southwest Operating Area OAKLYN Oaklyn Harding Ave, Eden Ave, Goff Ave, Washington Ave $ 7,000 Replace 3,918 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 78 Southwest Operating Area OAKLYN Oaklyn W Clinton Ave, Woodland Terrace, & Goff Ave $ 380,000 Replace 2,0 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Southwest Operating Area OAKLYN Oaklyn Manor Ave, Landis Ave, West Oakland Avenue $ 450,000 Replace 2,215 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Southwest Operating Area OAKLYN Oaklyn Landis Ave, Bryant Ave, Walnut Ave, Oakland Ave $ 650,000 Replace 3,403 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Oaklyn West Holly Avenue, West Cedar Avenue, Spruce Avenue, OAKLYN 7612 Southwest Operating Area Maple Avenue $ 650,000 Replace 3,315 8 Ductile Iron CI Safety and Reliability/Structural 2018Q Southwest Operating Area OAKLYN Oaklyn Capital Avenue North White Horse Pike to Newton Avenue $ 95,000 Replace Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural 2020Q4 Oaklyn Manor Avenue West Clinton Avenue to Dead End and Goff OAKLYN 5348 Southwest Operating Area Avenue $ 399,000 Replace 2,200 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5726 Southwest Operating Area OAKLYN Oaklyn West Park Avenue Manor Avenue to Maple Avenue $ 193,800 Replace 1,020 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5727 Southwest Operating Area OAKLYN Oaklyn West Cedar Avenue Manor Avenue to Kendall Blvd $ 148,200 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure 5730 Southwest Operating Area OAKLYN Oaklyn Oaklawn Avenue Laurie Lane to East Clinton Avenue $ 228,000 Replace 1,200 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 5731 Southwest Operating Area OAKLYN Oaklyn East Lakeview Drive White Horse Pike to Johnson Avenue $ 106,400 Replace 5 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure Oaklyn West Beechwood Avenue White Horse Pike to Manheim OAKLYN 5733 Southwest Operating Area Avenue $ 1,000 Replace 1,000 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 248 Coastal Operating Area OCEAN Ocean Edgemere Place in it's entirety $ 45, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area OCEAN Ocean North Ditmar Drive (from Wickapecko to Oak) $ 75, Replace PVC Safety and Reliability/Structural 566 Coastal Operating Area OCEAN Ocean Deal Lake Point Road in it's entirety $ 150, Replace Ductile Iron Safety and Reliability/Structural 5401 Coastal Operating Area OCEAN Woodcrest Road from Harnell Ave to Redmond $ 320, Replace Ductile Iron AC Safety and Reliability/Structural 5973 Coastal Operating Area OCEAN Pinecrest Rd from Roosevelt Ave to Redmond Ave $ 114, Replace Ductile Iron DI Safety and Reliability 5978 Coastal Operating Area OCEAN Elmwood Road from Harnell Avenue to Redmond Road $ 332, Replace 15 6 Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability 5984 Coastal Operating Area OCEAN Cliftwood Road from Harnell to Redmond $ 367, Replace Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability 5985 Coastal Operating Area OCEAN Oakhurst Road from Harnell Avenue to Redmond Avenue $ 348, Replace Ductile Iron CI Safety and Reliability/Structural 7069 Coastal Operating Area OCEAN Dorset Court $ 15, Replace Ductile Iron 19's 2 Galvanized Steel System Flows and Pressure 7166 Coastal Operating Area OCEAN Phoenix Pky Main Replacement $ 240, Replace 10 6 Ductile Iron Water Quality South Wanamassa Drive, Camp Avenue to Sunset Avenue, replace 2" Coastal Operating Area OCEAN main $ 50, Replace Ductile Iron Safety and Reliability/Structural 7246 Coastal Operating Area OCEAN Berkeley Ave and Logan Rd Main Replacement $ 138, Replace Ductile Iron 19 2 CI System Flows and Pressure Coastal Operating Area OCEAN Brower Blvd & Logan Rd Main Replacement $ 240, Replace Ductile Iron CI Safety and Reliability/Structural 567 Coastal Operating Area OCEAN Ocean Golf Road from Sherman to Runyon $ 150,000 Replace Ductile Iron 1930's 4 Galvanized Steel Safety and Reliability/Structural 2018Q Coastal Operating Area OCEAN Ballard Dr. 6" CI $ 140,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural 2018Q Coastal Operating Area OCEAN Beechwood Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Staffa St. 2" GALV $ 30,000 Replace Ductile Iron GALV Safety and Reliability/Structural Q Coastal Operating Area OCEAN Griffin Pl. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Garven Ave. 6" CI $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 Page 41 of 66

216 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8387 Coastal Operating Area OCEAN Unami Ave. 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Woodlock Ave. 6" CI $ 200,000 Replace 1,000 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Camp Ave. 6" CI $,000 Replace 0 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q4 83 Coastal Operating Area OCEAN North Wanamassa Dr. 6" CI $ 420,000 Replace 2,100 8 Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Wanamassa Point Rd. 6" CI $ 140,000 Replace Ductile Iron 10 6 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Hetrick Point Rd. 2" CI & 4" CI $ 100,000 Replace Ductile Iron 10 2 CI Safety and Reliability/Structural 2020Q Coastal Operating Area OCEAN Sunset Ave. 6" CI & 8" CI $ 1,500,000 Replace 6,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 263 Coastal Operating Area OCEAN Ocean Edgemere Drive, from Woodland to Blanchard $,000 Replace Ductile Iron System Flows and Pressure Coastal Operating Area OCEAN Ocean Laurel Avenue (from to ) $,000 Replace Ductile Iron Unknown 2 Galvanized Steel System Flows and Pressure Coastal Operating Area OCEAN Ocean Kenneth from Poplar to terminus $ 270,000 Replace 1,800 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 565 Coastal Operating Area OCEAN Ocean Maple Street Parker to Sherman $ 112,500 Replace Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability/Structural 04 Coastal Operating Area OCEAN Roosevelt Avenue from Highwood Road to Monmouth Road $ 3,000 Replace 1,759 8 Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 14 Coastal Operating Area OCEAN Freehold Street from Highwood Road to Whalepond Road $ 270,000 Replace 1,350 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 38 Coastal Operating Area OCEAN Delaware Avenue from valve VOT 2402 to valve VOT 1824 $ 362,250 Replace 2,070 8 Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability/Structural 48 Coastal Operating Area OCEAN Belmar Avenue from W lincoln Avenue to Elizabeth Street $ 355,250 Replace 2,030 6 Ductile Iron 1930's 2 Galvanized Steel Safety and Reliability/Structural 68 Coastal Operating Area OCEAN Ampere Avenue from W Lincoln Avenue to Freehold Street $ 253,750 Replace 1,450 6 Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability 74 Coastal Operating Area OCEAN Harrison Street from Freehold Street to Elizabeth Street $ 149,800 Replace Ductile Iron 1940's 2 Galvanized Steel Safety and Reliability 78 Coastal Operating Area OCEAN Garwood Avenue from Belmar Avenue to Delaware Avenue $ 88,375 Replace Ductile Iron Unknown 6 Unknown Safety and Reliability 92 Coastal Operating Area OCEAN Elizabeth Street from Chatham Avenue to Delaware Avenue $ 41,125 Replace Ductile Iron 1920's 2 Galvanized Steel Safety and Reliability 30 Orange Street, W Lincoln Avenue & Arlington Street from Orange OCEAN 96 Coastal Operating Area Avenue to Dover Avenue $ 183,750 Replace 1,050 6 Ductile Iron Unknown 6 Unknown Safety and Reliability Berger Avenue from Norwood Road to VOT 1451 & from VOT 1482 to OCEAN 6128 Coastal Operating Area Michael Street $ 153,125 Replace Ductile Iron Unknown 6 Unknown Safety and Reliability 6131 Coastal Operating Area OCEAN Michael Avenue from Berger Avenue to Garfield Avenue $ 149,625 Replace Ductile Iron 1950's 2 Galvanized Steel Safety and Reliability/Structural 6151 Coastal Operating Area OCEAN Overbrook Ave from Roosevelt Rd to HOT 22 $ 112,000 Replace Ductile Iron Unknown 6 Unknown Safety and Reliability/Structural 61 Coastal Operating Area OCEAN Jerome Avenue from Larchwood Avenue to Michael Avenue $ 342,000 Replace 1,726 6 Ductile Iron 1950's 2 Galvanized Steel Safety and Reliability 6162 Coastal Operating Area OCEAN Lawrence Avenue from Larchwood Avenue to Michael Avenue $ 124,250 Replace Ductile Iron 1950's 2 Galvanized Steel Safety and Reliability 6163 Coastal Operating Area OCEAN Maple Avenue from Sherman Avenue to Parker Avenue $ 112,000 Replace Ductile Iron Unknown 6 Unknown Safety and Reliability 6164 Coastal Operating Area OCEAN Grant Avenue from Monmouth Road to Norwood Avenue $ 627,000 Replace 3,135 8 Ductile Iron 1950's 4 Unknown Safety and Reliability/Structural 6171 Coastal Operating Area OCEAN Roosevelt Ave from Monmoth Rd to Norwood Ave $ 738,000 Replace 3, Ductile Iron Unknown 12 Unknown Safety and Reliability/Structural 6172 Coastal Operating Area OCEAN Wallace Ave from end of exist 6" to W Park Ave $ 122,500 Replace Ductile Iron Unknown 6 Unknown Safety and Reliability/Structural 6323 Coastal Operating Area OCEAN Monmouth Road from Roseld Avenue to Roosevelt Avenue $ 1,045,000 Replace 4, Ductile Iron Unknown 16 Unknown System Flows and Pressure 563 Coastal Operating Area OCEAN Ocean Highwood from Woodcrest to Hyf 56 (Brookside) $ 375,000 Replace 2,500 8 Ductile Iron 1920's 2.5 Cast Iron Safety and Reliability/Structural 5254 Coastal Operating Area OCEAN Ocean Grant Ave $ 70,000 Replace 1,664 6 Ductile Iron 19 6 CI Water Quality 5970 Coastal Operating Area OCEAN Pinecrest Road from Harnell Road to Wells Road $ 87,500 Replace Ductile Iron 1920's 6 Asbestos Cement Safety and Reliability/Structural 76 Coastal Operating Area OCEAN Phoenix Parkway from Whalepond Road to Whalepond Road $ 262,500 Replace 1,188 6 Ductile Iron 19 2 GALV Safety and Reliability 7231 Coastal Operating Area OCEAN South Wanamassa Drive, Edgewood to east of Woodlock $ 63,000 Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area OCEAN Harnell Avenue $ 270,000 Replace 1,714 8 Ductile Iron 19 6 CI System Flows and Pressure 7539 Coastal Operating Area OCEAN Laurel Ave $ 100,000 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area OCEAN Wells Avenue $ 382,000 Replace 1,750 8 Ductile Iron AC System Flows and Pressure 7759 Coastal Operating Area OCEAN Corlies Ave. 2.25" CI $ 70,000 Replace Ductile Iron CI Safety and Reliability/Structural 77 Coastal Operating Area OCEAN Myrtle Ave. 2" CI $ 110,000 Replace 1,100 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 7762 Coastal Operating Area OCEAN Palmer Ave. 2" CI $ 50,000 Replace Ductile Iron CI Safety and Reliability/Structural 7773 Coastal Operating Area OCEAN Laurel Ave. 2" CI, DI, & GALV $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area OCEAN Lockwood Place 2" CI $ 30,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area OCEAN Berger Ave. 2" GALV 6" CI, 6"AC, 6" DI $ 540,000 Replace 2,700 8 Ductile Iron GALV Safety and Reliability/Structural 7899 Coastal Operating Area OCEAN Ridgewood Ave. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area OCEAN Garfield Ave. 2" CI, 6" AC, & 6"CI $ 320,000 Replace 1,0 6 Ductile Iron CI Safety and Reliability/Structural 8300 Coastal Operating Area OCEAN Shieridan Ave. 4" CI $ 100,000 Replace Ductile Iron 19 4 CI Safety and Reliability/Structural 8370 Coastal Operating Area OCEAN Appleby Dr. 6" CI $ 8,000 Replace 3,040 8 Ductile Iron CI Safety and Reliability/Structural 8374 Coastal Operating Area OCEAN Lincoln Dr. 6" AC & 2" GALV $ 300,000 Replace 1,500 8 Ductile Iron AC Safety and Reliability/Structural 8396 Coastal Operating Area OCEAN Vina Ave. 6"CI $ 80,000 Replace Ductile Iron 19 6 DI Safety and Reliability/Structural Coastal Operating Area OCEAN Allaire Ave. 6" CI & 2" CI $ 320,000 Replace 1,0 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8743 Coastal Operating Area OCEAN Franklin Ave. 6" CI $ 500,000 Replace 2,500 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8744 Coastal Operating Area OCEAN Allenhurst Ave. 6" CI $ 2,000 Replace 1,300 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8745 Coastal Operating Area OCEAN Brookside Ave. 6" CI & 2" GALV $ 300,000 Replace 1,500 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8746 Coastal Operating Area OCEAN Avon St. 6" CI $ 40,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area OCEAN Weston Ave. 6" CI $ 40,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area OCEAN Maple St. 6" CI $ 40,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area OCEAN Beverly Ave. 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8750 Coastal Operating Area OCEAN Roseld Ave. 6" CI $ 1,000,000 Replace 5,000 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8751 Coastal Operating Area OCEAN Madison Ave. 6" CI & 2" CI $ 140,000 Replace Ductile Iron 19 2 CI Safety and Reliability/Structural 8752 Coastal Operating Area OCEAN Grove Ave. 6" CI $ 140,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 8753 Coastal Operating Area OCEAN Surey Ln. 6" CI $ 404,000 Replace 2,020 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8754 Coastal Operating Area OCEAN Fairway Ln. & Brook Dr. 6" CI & 8" CI $ 0,000 Replace 3,000 8 Ductile Iron 19 8 CI Safety and Reliability/Structural 8755 Coastal Operating Area OCEAN Jeffrey Ave. 6" AC $ 240,000 Replace 1,200 8 Ductile Iron AC Safety and Reliability/Structural 8876 Coastal Operating Area OCEAN Eisele Ave. 6" CI 6" AC $ 480,000 Replace 2,400 8 Ductile Iron AC Safety and Reliability/Structural 8880 Coastal Operating Area OCEAN Interlaken Ave. 6"AC & 6" CI $ 320,000 Replace 1,0 8 Ductile Iron AC Safety and Reliability/Structural 8885 Coastal Operating Area OCEAN Bendermere Ave. 6" CI $ 440,000 Replace 2,200 8 Ductile Iron CI Safety and Reliability/Structural 88 Coastal Operating Area OCEAN Lake Dr. 6" CI & 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 8891 Coastal Operating Area OCEAN Raymere Ave. 6" AC & 6" CI $ 504,000 Replace 2,520 8 Ductile Iron CI Safety and Reliability/Structural 8893 Coastal Operating Area OCEAN Grassmere Ave. 6" AC & 6" CI $ 500,000 Replace 2,500 8 Ductile Iron CI Safety and Reliability/Structural 8896 Coastal Operating Area OCEAN Maple Ave. 2" CI, 6" CI & 6" AC $ 444,000 Replace 2,220 8 Ductile Iron CI Safety and Reliability/Structural Ocean City 11th St. between alley (between Bay Ave. & the bulkhead) Coastal Operating Area OCEAN CITY to the Bulkhead $ 62, Replace PVC System Flows and Pressure 171 Coastal Operating Area OCEAN CITY Ocean City Simpson Ave. between 11th 12th Sts. $ 140, Replace PVC System Flows and Pressure 172 Coastal Operating Area OCEAN CITY Ocean City Haven Ave. between 11th 12th Sts. $ 50, Replace PVC System Flows and Pressure Coastal Operating Area OCEAN CITY Ocean City 11th St. Simpson to Haven Aves. $ 75, Replace PVC Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Ocean City Battersea Rd. Bay to Wesley Rds (ARH Designed) $ 475, Replace Ductile Iron Safety and Reliability/Structural 177 Coastal Operating Area OCEAN CITY Ocean City West Avenue Between 1st Street & North Street $ 162, Replace Ductile Iron System Flows and Pressure Page 42 of 66

217 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 178 Coastal Operating Area OCEAN CITY Ocean City Station Road Between North Street & Battersea Road $ 137, Replace Ductile Iron System Flows and Pressure Ocean City Arkansas Avenue Between Bay Avenue & Pinewood 179 Coastal Operating Area OCEAN CITY Drive (ARH Designed) $ 362, Replace PVC Safety and Reliability/Structural Ocean City Arkansas Avenue Between Pinewood Drive & West end 180 Coastal Operating Area OCEAN CITY of Arkansas (ARH Designed) $ 121, Replace 540 PVC System Flows and Pressure 194 Coastal Operating Area OCEAN CITY Ocean City 27th Street Between West Avenue & Asbury Avenue $ 68, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure Coastal Operating Area OCEAN CITY Ocean City 27th Street Between Asbury Avenue & Wesley Avenue $ 156, Replace Ductile Iron 1930's 8 Cast Iron System Flows and Pressure Ocean City Bayshore Drive Between Richmond Drive & Windsor 198 Coastal Operating Area OCEAN CITY Drive (ARH Designed) $ 168, Replace PVC System Flows and Pressure Ocean City Bayshore Drive Between Windsor Drive & Pinewood Coastal Operating Area OCEAN CITY Drive (ARH Designed) $ 75, Replace PVC System Flows and Pressure Ocean City Bayshore Drive Between Pinwood Drive & West end of 200 Coastal Operating Area OCEAN CITY Bayshore (ARH Designed) $ 189, Replace PVC System Flows and Pressure Ocean City Pinewood Drive Between Bay Shore Drive & Arkansas Coastal Operating Area OCEAN CITY Avenue (ARH Designed) $ 49, Replace PVC System Flows and Pressure 202 Coastal Operating Area OCEAN CITY Ocean City 1st Street Between West Avenue & Bay Avenue $ 204, Replace Ductile Iron System Flows and Pressure Ocean City Stenton Place Between Atlantic Avenue & Corinthian 218 Coastal Operating Area OCEAN CITY Avenue $ 266, Replace Ductile Iron System Flows and Pressure Ocean City Pennlyn Place Between Atlantic Avenue & Corinthian 239 Coastal Operating Area OCEAN CITY Avenue $ 241, Replace Ductile Iron Relocation/Opportunity 240 Coastal Operating Area OCEAN CITY Ocean City Bay Avenue Between 9th Street and 10th Street $ 112, Replace Ductile Iron Relocation/Opportunity 5307 Coastal Operating Area OCEAN CITY Bay Ave at 12th to 16th $ 506, Replace PVC #N/A #N/A #N/A Relocation/Opportunity 33rd Street from Asbury to Bay replace all AC and install main not 5373 Coastal Operating Area OCEAN CITY existing $ 250, Replace PVC 1950's 6 Asbestos Cement Safety and Reliability/Structural 5375 Coastal Operating Area OCEAN CITY 2nd Street from Haven to West $ 56, Replace PVC Relocation/Opportunity Coastal Operating Area OCEAN CITY Haven from 1st Street to 3rd Street $ 148, Replace 9 8 PVC Relocation/Opportunity 5383 Coastal Operating Area OCEAN CITY 1st Street Asbury to Ocean $ 250, Replace PVC 1910's 4 Cast Iron Relocation/Opportunity 5385 Coastal Operating Area OCEAN CITY Sindina Road from North Street to Battersea Road $ 138, Replace 6 8 PVC Relocation/Opportunity 53 Coastal Operating Area OCEAN CITY Bayview Place $ 154, Replace PVC GALV Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Prospect between 14th and 15th $ 107, Replace PVC 1910's 2 Galvanized Steel Safety and Reliability/Structural 5396 Coastal Operating Area OCEAN CITY 26th Street 158 feet west of Central Ave $ 31,0.00 Replace PVC 1930's 2 Cast Iron Relocation/Opportunity Coastal Operating Area OCEAN CITY 25th Street from Central Ave to Wesley Ave $ 62,0.00 Replace PVC 1930's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Central Ave 24th Street to 28th Street $ 4, Replace PVC 1930's 6 Cast Iron System Flows and Pressure 5435 Coastal Operating Area OCEAN CITY Oxford Lane from Somerset Lane to Vernon Lane $ 279, Replace PVC Relocation/Opportunity 5436 Coastal Operating Area OCEAN CITY Bartram Lane from Bay Avenue to Waterview Blvd $ 309, Replace PVC Relocation/Opportunity Coastal Operating Area OCEAN CITY Argyle Place from Victoria to terminus $ 42, Replace PVC Relocation/Opportunity Coastal Operating Area OCEAN CITY Westminster Lane from Waterview Lane to berm $ 228, Replace PVC Relocation/Opportunity 5439 Coastal Operating Area OCEAN CITY Westminster Lane from Somerset Lane to end of main $ 42, Replace PVC Relocation/Opportunity Coastal Operating Area OCEAN CITY West Station Road from North Street to Battersea Road $ 139, Replace PVC Relocation/Opportunity 5454 Coastal Operating Area OCEAN CITY North Street from Bay Avenue to Asbury Avenue $ 244, Replace PVC Relocation/Opportunity 5456 Coastal Operating Area OCEAN CITY Simpson Avenue from 33rd Street to 31st Street $ 219, Replace PVC 1940's 8 Asbestos Cement Relocation/Opportunity 5457 Coastal Operating Area OCEAN CITY 32nd Street from Bay Avenue to West Avenue $ 118, Replace PVC 1940's 8 Asbestos Cement Relocation/Opportunity 5459 Coastal Operating Area OCEAN CITY 31st Street from West Avenue to Haven Avenue $ 35, Replace PVC 1940's 6 Asbestos Cement Relocation/Opportunity Coastal Operating Area OCEAN CITY Bay Avenue from 6th Street to Revere Place $ 304, Replace PVC Relocation/Opportunity 5466 Coastal Operating Area OCEAN CITY Bay Avenue from 10th Street to 12th Street $ 222, Replace PVC #N/A #N/A #N/A Relocation/Opportunity 5467 Coastal Operating Area OCEAN CITY Bay Avenue from 16th Street to 18th Street $ 268, Replace PVC Relocation/Opportunity 5484 Coastal Operating Area OCEAN CITY W. 17th Street from Bay Avenue to W. 17th Street Bridge $ 75, Replace PVC Relocation/Opportunity Coastal Operating Area OCEAN CITY 7th Street from Bay Avenue to Pleasure Avenue to 6th Street $ 96, Replace PVC Relocation/Opportunity 5558 Coastal Operating Area OCEAN CITY 24th Street from Central Avenue to 150 feet East $ 26, Replace PVC 1910's 2 Galvanized Steel Safety and Reliability Coastal Operating Area OCEAN CITY 8th Street & Central Avenue Intersection $ 30, Replace 80 8 PVC Relocation/Opportunity Coastal Operating Area OCEAN CITY Ocean Avenue at the 8th and 7th Street Intersections $ 50, Replace PVC Relocation/Opportunity Coastal Operating Area OCEAN CITY Pembroke Lane from Bartram Lane to Somerset Lane $ 130, Replace 0 8 PVC Relocation/Opportunity 5675 Coastal Operating Area OCEAN CITY Westminster Lane from Bartram Lane to Waterview Blvd $ 145, Replace PVC Relocation/Opportunity 5676 Coastal Operating Area OCEAN CITY Somerset Lane from Westminster Lane to 200' E of Oxford Lane $ 110, Replace 7 8 PVC Relocation/Opportunity 86 Coastal Operating Area OCEAN CITY Simpson Avenue between 34th Street and 33rd Street $ 52, Replace 2 8 PVC Unknown 8 Unknown Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Haven Avenue from 34th Street to 31st Street $ 525, Replace PVC 1950's 6 Asbestos Cement Safety and Reliability 89 Coastal Operating Area OCEAN CITY Bay Avenue from 36th Street to 31st Street $ 750, Replace PVC AC System Flows and Pressure Replace 6" along Pleasure Ave (12th to 14th) & 12th St (Pleasure 6247 Coastal Operating Area OCEAN CITY Avenue to Bay Avenue) $ 450, Replace PVC CI Safety and Reliability 6270 Coastal Operating Area OCEAN CITY Plymouth Place (Between Atlantic Ave. to Boardwalk) $ 205, Replace PVC CI Safety and Reliability/Structural 6276 Coastal Operating Area OCEAN CITY 13th St from Pleasure towards Bay Avenue $ 45, Replace PVC CI Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 26th St replacement from Asbury to Wesley $,.00 Replace PVC 1920's 0.75 Galvanized Steel Safety and Reliability/Structural 6372 Coastal Operating Area OCEAN CITY Marine Place (Pleasure Ave. Bay Ave.) $ 164, Replace PVC CI Safety and Reliability/Structural 6377 Coastal Operating Area OCEAN CITY 1st St replacement from Boardwalk to Corinthian $ 55, Replace PVC 1920's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 28th St replacement from Asbury to Wesley $ 147, Replace PVC 1930's 2 Cast Iron Safety and Reliability/Structural 6380 Coastal Operating Area OCEAN CITY 24th St replacement from Central to Alley of Central and Wesley $ 66, Replace PVC 1920's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Alley of Haven and West replacement from 34th to end of AC $ 127, Replace 5 8 PVC Safety and Reliability/Structural 6391 Coastal Operating Area OCEAN CITY 32nd St replacement from West to Asbury $ 136, Replace PVC Safety and Reliability/Structural 6394 Coastal Operating Area OCEAN CITY Asbury Rd replacement from 1st to Battersea $ 250, Replace PVC 1930's 4 Cast Iron Safety and Reliability/Structural 6396 Coastal Operating Area OCEAN CITY Park Place (Atlantic Ave. to Boardwalk) $ 380, Replace PVC CI Safety and Reliability/Structural 6826 Coastal Operating Area OCEAN CITY St. James Place between Corinthian Ave and Boardwalk $ 40, Replace PVC 1920's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area OCEAN CITY OC West Ave (31st street 33rd street) $ 220, Replace 1 12 PVC Safety and Reliability/Structural 7548 Coastal Operating Area OCEAN CITY Gull Haven Drive $ 55, Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Ocean Avenue (7th 8th.) Plymouth Ave. (Ocean Ave. to Atlantic Ave.) $ 215, Replace PVC CI System Flows and Pressure Pleasure Avenue (14th Street 15th Street). 14th Street (Bay Ave Coastal Operating Area OCEAN CITY Pleasure Ave.) $ 200, Replace PVC CI System Flows and Pressure 7561 Coastal Operating Area OCEAN CITY 4th Street (Atlantic Ave. Boardwalk) $ 380, Replace PVC CI System Flows and Pressure 7580 Coastal Operating Area OCEAN CITY Wesley Road (Between 1st Street to North St.) $ 250, Replace 0 8 PVC CI System Flows and Pressure 6437 Coastal Operating Area OCEAN CITY 47th St replacement from West to Beach $ 170,000 Replace PVC AC Safety and Reliability/Structural 2017Q Coastal Operating Area OCEAN CITY 51st Street from Asbury Ave to Central Ave $ 70,000 Replace PVC GALV Safety and Reliability/Structural Q4 Page 43 of 66

218 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6268 Coastal Operating Area OCEAN CITY 2nd St replacement from Asbury to Atlantic Avenue $ 314,500 Replace 1,364 8 PVC 1920's 6 Cast Iron Safety and Reliability/Structural 8533 Coastal Operating Area OCEAN CITY Wesley Rd. between Battersea Road & North $ 170,000 Replace PVC CI System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY North Street between West Avenue & Atlantic Avenue $ 381,250 Replace 1,525 8 PVC CI System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY 3rd Street between Asbury Avenue and Atlantic Avenue $ 313,750 Replace 1,255 8 PVC CI Safety and Reliability/Structural 2017Q Coastal Operating Area OCEAN CITY Central/ Wesley Ave. Alley (Between 6th St. & 7th Street) $ 183,750 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Wesley/ Ocean Alley (Between 6th St. to 7th St.) $ 1,400 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY 6th Street (Between Wayne Ave to Wesley Ave) $ 521,500 Replace 1,4 8 PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Atlantic Ave. (6th St. to 7th St.) $ 1,400 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Bay Avenue & 2nd Avenue $ 300,000 Replace PVC System Flows and Pressure Q Coastal Operating Area OCEAN CITY 46th Street (West to Central) $ 250,000 Replace PVC System Flows and Pressure 2017Q Coastal Operating Area OCEAN CITY Simpson Avenue Between 3rd 5th $ 254,000 Replace 1,016 8 PVC CI System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Tennessee Avenue $ 493,750 Replace 1, PVC AC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Kingston Lane $ 117,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Caroline Avenue $ 115,000 Replace 4 8 PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Gilbert Lane $ 117,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Marshall Lane $ 117,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Coral Lane $ 83,250 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Tobago Lane $ 77,500 Replace PVC AC System Flows and Pressure Q Coastal Operating Area OCEAN CITY Pine Road $ 1,000 Replace PVC AC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY 3rd Street & West Avenue $ 500,000 Replace PVC System Flows and Pressure Q Coastal Operating Area OCEAN CITY 25th Street & 26th Street $ 400,000 Replace PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY 9th St. (Atlantic Ave. to Boardwalk) $ 217,000 Replace PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY West/ Asbury Alley from North to First $ 185,500 Replace PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Asbury/ Central Alley from 1st to 3rd $ 371,000 Replace 1,0 8 PVC System Flows and Pressure 2018Q Coastal Operating Area OCEAN CITY Central/ Wesley Alley from 1st to 2nd $ 98,000 Replace PVC System Flows and Pressure Q Coastal Operating Area OCEAN CITY 6th Street (Between Atlantic Ave. Boardwalk) $ 300,000 Replace 1, PVC CI System Flows and Pressure 2020Q Coastal Operating Area OCEAN CITY 6th Street (West Ave. Atlantic Ave.) $ 405,000 Replace 1,4 12 PVC CI System Flows and Pressure 2020Q4 OCEAN CITY Simpson Avenue Between 1st Street & 2nd Street. 1st Street Between Simpson Ave. Bay Ave. 2nd Street Between Simpson Ave. 203 Coastal Operating Area Bay Ave. $ 250,000 Replace 1,134 8 PVC 1920's 4 Cast Iron System Flows and Pressure 219 Coastal Operating Area OCEAN CITY Stenton Place Between Corinthian Avenue & Beach $ 45,000 Replace PVC 1920's 2 Galvanized Steel System Flows and Pressure Coastal Operating Area OCEAN CITY Little Atlantic Avenue Between 10th Street & End of Road $ 39,375 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Brighton Place Between Atlantic Avenue & Corinthian Avenue $ 200,000 Replace 1,328 8 PVC GALV System Flows and Pressure 5546 Coastal Operating Area OCEAN CITY Stenton Place from Corinthian Avenue to Boardwalk $ 42,000 Replace PVC 1920's 2 Galvanized Steel Relocation/Opportunity Coastal Operating Area OCEAN CITY 51st Street between Central Avenue and Asbury Avenue $ 40,000 Replace Ductile Iron GALV System Flows and Pressure Coastal Operating Area OCEAN CITY Ocean Ave replacement from 7th to 4th $ 444,000 Replace 1,638 8 PVC CI Safety and Reliability/Structural 6371 Coastal Operating Area OCEAN CITY 27th St replacement from Central to Alley of Central and Wesley $ 31,200 Replace PVC GALV Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 10th St replacement from end to Palen $ 12,0 Replace 59 8 PVC GALV Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 15th St replacement from West to end $ 32,400 Replace PVC GALV Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 25th St replacement from Wesley to Haven $ 266,700 Replace 1,263 8 PVC 1910's 6 Asbestos Cement Safety and Reliability/Structural 6382 Coastal Operating Area OCEAN CITY 44th St replacement from West to Central $ 124,950 Replace PVC AC Safety and Reliability/Structural 6388 Coastal Operating Area OCEAN CITY Saint Albans Pl replacement from Wesley to Boardwalk $ 37,400 Replace PVC 19 2 CI Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 2nd St replacement from Bay to Simpson $ 65,400 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 5th St replacement from Ocean to Beach $ 346,500 Replace 1,659 8 PVC CI Safety and Reliability/Structural 6395 Coastal Operating Area OCEAN CITY Delancey Pl replacement from Atlantic to Corinthian $ 213,000 Replace 1,065 8 PVC CI Safety and Reliability/Structural 6397 Coastal Operating Area OCEAN CITY Saint James Pl replacement from Atlantic to Corinthian Ave. $ 283,500 Replace 1,078 8 PVC CI Safety and Reliability/Structural 6415 Coastal Operating Area OCEAN CITY 30th St replacement from West to Central $ 132,300 Replace PVC AC Safety and Reliability/Structural Pleasure Avenue (between 6th 7th Street) 6th Street (between Bay OCEAN CITY 6417 Coastal Operating Area Ave. Pleasure Ave.) $ 1,000 Replace PVC CI Safety and Reliability/Structural 6438 Coastal Operating Area OCEAN CITY 48th St replacement from West to Central $ 122,850 Replace PVC GALV Safety and Reliability/Structural 10th Street Between Ocean Avenue & Boardwalk (OC B 1) (Ocean OCEAN CITY 231 Coastal Operating Area Ave Mort Ends 2015) $ 200,000 Replace PVC CI System Flows and Pressure 234 Coastal Operating Area OCEAN CITY Brighton Place Between Corinthian Avenue & Boardwalk $ 92,250 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area OCEAN CITY Alley between West Avenue & Asbury Avenue 59th to 58th $ 72,000 Replace PVC 1950's 2 Galvanized Steel Safety and Reliability/Structural 5374 Coastal Operating Area OCEAN CITY 17th Street Loop $ 446,000 Replace 2,095 8 PVC AC Relocation/Opportunity 5378 Coastal Operating Area OCEAN CITY Cresent Road West Inlet to Gardens Parkway $ 272,250 Replace 1, PVC CI Relocation/Opportunity 5379 Coastal Operating Area OCEAN CITY West Inlet Road Surf Road to Cresent Road $ 16,425 Replace PVC CI Relocation/Opportunity Coastal Operating Area OCEAN CITY Surf Road from Atlantic to Wesley $ 300,150 Replace 1, PVC 1930's 6 Cast Iron Relocation/Opportunity 5381 Coastal Operating Area OCEAN CITY Landing Road from Cresent to Atlantic $ 62,200 Replace PVC 1930's 6 Cast Iron Relocation/Opportunity Coastal Operating Area OCEAN CITY Wesley Street 4th to First Street $ 451,400 Replace 1,640 8 PVC 1910's 4 Cast Iron Safety and Reliability/Structural 5386 Coastal Operating Area OCEAN CITY Seaview Road at Waverly to end $ 91,000 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Central from 14th to 15th $ 106,0 Replace 5 8 PVC 1910's 4 Cast Iron System Flows and Pressure 5388 Coastal Operating Area OCEAN CITY 14th Street Asbury to Ocean $ 172,800 Replace 1,024 8 PVC 1910's 4 Cast Iron System Flows and Pressure 5389 Coastal Operating Area OCEAN CITY 15th Street (Bay to Pleasure) $ 178,400 Replace PVC 1940's 6 Galvanized Steel Safety and Reliability/Structural 5395 Coastal Operating Area OCEAN CITY 26th Street between Haven Avenue & West Avenue $ 67,500 Replace PVC AC Relocation/Opportunity Coastal Operating Area OCEAN CITY 25th Street from Haven Ave to Asbury Ave $ 119,0 Replace PVC AC Safety and Reliability/Structural 5441 Coastal Operating Area OCEAN CITY Asbury Avenue from 42nd Street to 39th Street $ 381,375 Replace 1, PVC AC Relocation/Opportunity 5442 Coastal Operating Area OCEAN CITY 42nd Street from West Avenue to Central Avenue $ 107,400 Replace PVC AC Relocation/Opportunity 5443 Coastal Operating Area OCEAN CITY 41st Street from West Avenue to Asbury Avenue $ 51,0 Replace PVC 1950's 8 Asbestos Cement Relocation/Opportunity Coastal Operating Area OCEAN CITY 40th Street from West Avenue to Asbury Avenue $ 52,000 Replace PVC AC Relocation/Opportunity Coastal Operating Area OCEAN CITY 39th Street from West Avenue to Central Avenue $ 108,200 Replace PVC AC Relocation/Opportunity 5448 Coastal Operating Area OCEAN CITY Pelham Place from Atlantic Avenue to Wayne Avenue $ 178,0 Replace PVC 1910's 4 Cast Iron Relocation/Opportunity 5449 Coastal Operating Area OCEAN CITY 11th Street from Bay Avenue to Simpson Avenue $ 140,475 Replace PVC CI Relocation/Opportunity Coastal Operating Area OCEAN CITY Haven Avenue from 52nd Street to 48th Street $ 513,750 Replace 2,053 8 PVC 1950's 8 Asbestos Cement Relocation/Opportunity 88 Coastal Operating Area OCEAN CITY Simpson Avenue between 36th Street and 35th Street $,625 Replace PVC AC Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 35th Street between Asbury Avenue and Bay Avenue $ 325,000 Replace 1, PVC AC System Flows and Pressure 93 Coastal Operating Area OCEAN CITY Boardwalk between 9th Street and 10th Street $ 250,000 Replace PVC 1910's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 7th Street between Bay Avenue and West Avenue $ 210,500 Replace PVC 1910's 4 Cast Iron Relocation/Opportunity Haven Avenue between 7th Street and 8th Street and Aldrich Road OCEAN CITY 95 Coastal Operating Area from 8th St to 9th St $ 402,0 Replace 1, PVC DI System Flows and Pressure Page 44 of 66

219 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6245 Coastal Operating Area OCEAN CITY Anchorage Dr replacement from 55th to 52nd $ 63,800 Replace 1,582 8 PVC AC Safety and Reliability 6246 Coastal Operating Area OCEAN CITY Wesley Ave replacement from 10th to 4th $ 678,400 Replace 3,504 8 PVC CI Safety and Reliability 6248 Coastal Operating Area OCEAN CITY Central Ave replacement from 20th to 15th $ 572,000 Replace 2,786 8 PVC CI Safety and Reliability 6249 Coastal Operating Area OCEAN CITY Bay Ave replacement from 22nd to 18th $ 5,000 Replace 2, PVC AC Safety and Reliability/Structural 6250 Coastal Operating Area OCEAN CITY Central Ave replacement from 24th to 20th $ 558,250 Replace 2,233 8 PVC CI Safety and Reliability/Structural 6251 Coastal Operating Area OCEAN CITY West Ave replacement from 29th to 26th $ 416,250 Replace 1,666 8 PVC AC Safety and Reliability/Structural 6252 Coastal Operating Area OCEAN CITY Bay Ave replacement from 31st to 26th $ 1,239,400 Replace 2, PVC AC Safety and Reliability/Structural 6253 Coastal Operating Area OCEAN CITY Bay Ave replacement from 4th to 2nd $ 559,400 Replace 1,103 8 PVC CI Safety and Reliability/Structural 6254 Coastal Operating Area OCEAN CITY Wesley Ave replacement from 4th to 1st $ 342,000 Replace 1,640 8 PVC CI Safety and Reliability/Structural 6255 Coastal Operating Area OCEAN CITY Ocean Ave replacement from 4th to North $ 455,000 Replace 2,223 8 PVC CI Safety and Reliability/Structural 6256 Coastal Operating Area OCEAN CITY Asbury Ave replacement from 51st to 48th $ 567,000 Replace 3, PVC GALV Safety and Reliability/Structural 6257 Coastal Operating Area OCEAN CITY Anchorage Dr replacement from 52nd to 55 $ 247,400 Replace 1,582 8 PVC AC Safety and Reliability/Structural 6258 Coastal Operating Area OCEAN CITY Central Ave replacement from 31st to 38th $ 810,000 Replace 3,940 8 PVC CI Safety and Reliability/Structural 6259 Coastal Operating Area OCEAN CITY Central Ave replacement from 38th to 45th $ 7,000 Replace 3,927 8 PVC CI Safety and Reliability/Structural 62 Coastal Operating Area OCEAN CITY Central Ave replacement from 45th to 55th $ 1,133,400 Replace 5,633 8 PVC CI Safety and Reliability/Structural 6261 Coastal Operating Area OCEAN CITY Dory Dr replacement from 55th to 52nd $ 287,800 Replace 1,391 8 PVC AC Safety and Reliability/Structural 6262 Coastal Operating Area OCEAN CITY Haven Ave replacement from 56th to 52nd $ 441,200 Replace 2,231 8 PVC AC Safety and Reliability/Structural 6263 Coastal Operating Area OCEAN CITY Simpson Ave replacement from 56th to 52nd $ 444,200 Replace 2,195 8 PVC AC Safety and Reliability/Structural 6264 Coastal Operating Area OCEAN CITY Bay Ave replacement from 56th to 52nd $ 459,800 Replace 2, PVC AC Safety and Reliability/Structural 6265 Coastal Operating Area OCEAN CITY Central Ave replacement from 58th to 55th $ 314,400 Replace 1,700 8 PVC CI Safety and Reliability/Structural 6266 Coastal Operating Area OCEAN CITY West Ave replacement from 59th to 52nd $ 787,000 Replace 4,055 8 PVC AC Safety and Reliability/Structural 6269 Coastal Operating Area OCEAN CITY Waterway Rd replacement from Bayland to End (Bay) $ 414,800 Replace 1,841 8 PVC 1940's 8 Asbestos Cement Safety and Reliability/Structural 6271 Coastal Operating Area OCEAN CITY Edinburgh Rd replacement from end to Wesley $ 259,000 Replace 1,487 8 PVC AC Safety and Reliability/Structural 6272 Coastal Operating Area OCEAN CITY Glenwood Dr replacement from end to Anchor $ 285,0 Replace 1,723 8 PVC AC Safety and Reliability/Structural 6273 Coastal Operating Area OCEAN CITY 52nd St replacement from Dory to Asbury $ 820,750 Replace 3, PVC AC Safety and Reliability/Structural 6274 Coastal Operating Area OCEAN CITY Bay Ave replacement from 6th Street to 4th Street $ 323,125 Replace 1,171 8 PVC CI Safety and Reliability/Structural 6275 Coastal Operating Area OCEAN CITY 1st St replacement from Atlantic to Corinthian $ 295,200 Replace 1,129 8 PVC CI Safety and Reliability/Structural 6277 Coastal Operating Area OCEAN CITY Ocean Rd replacement from Seabright to North St. $ 737,500 Replace 2,939 8 PVC 1930's 6 Cast Iron Safety and Reliability/Structural 6278 Coastal Operating Area OCEAN CITY 4th St replacement from Wesley to Atlantic $ 411,200 Replace PVC CI Safety and Reliability/Structural Alley of Asbury and West replacement from 30th to 29th (Kill Main, Tie OCEAN CITY Coastal Operating Area Customers to St) $ 136,500 Replace PVC GALV Safety and Reliability/Structural 6369 Coastal Operating Area OCEAN CITY 23rd St replacement from Asbury Ave to Wesley Avenue $ 142,500 Replace PVC GALV Safety and Reliability/Structural Alley of Asbury and West replacement from 35th to 36th (Kill Main, Tie OCEAN CITY 6370 Coastal Operating Area Customers to St) $ 133,350 Replace PVC CI Safety and Reliability/Structural Alley of Asbury and West Replacement from 24th to 23rd (Kill Main, OCEAN CITY 6373 Coastal Operating Area Tie Customers To St) $ 107,400 Replace PVC CI Safety and Reliability/Structural 6374 Coastal Operating Area OCEAN CITY Alley of Haven and West replacement from 4th to 3rd $ 124,950 Replace PVC CI Safety and Reliability/Structural 30 Alley of Haven and West replacement from 7th to 8th (Kill Main, Tie OCEAN CITY Coastal Operating Area Cusomers to St) $ 112,350 Replace PVC GALV Safety and Reliability/Structural 6383 Coastal Operating Area OCEAN CITY 22nd St replacement from Asbury to Wesley $ 98,700 Replace PVC GALV Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 36th St replacement from West to Beach $ 212,500 Replace PVC 1950's 2 Cast Iron Safety and Reliability/Structural 6386 Coastal Operating Area OCEAN CITY 31st St replacement from West to Central $ 157,500 Replace PVC AC Safety and Reliability/Structural Alley of Asbury and West replacement from 59th to 58th (Kill Main, Tie OCEAN CITY 6387 Coastal Operating Area Customers to St) $ 154,350 Replace PVC GALV Safety and Reliability/Structural 6389 Coastal Operating Area OCEAN CITY 14th St replacement from Asbury to Boardwalk $ 245,700 Replace 1,136 8 PVC CI Safety and Reliability/Structural 6392 Coastal Operating Area OCEAN CITY 5th St replacement from West to Ocean $ 336,000 Replace 1,255 8 PVC CI Safety and Reliability/Structural 6398 Coastal Operating Area OCEAN CITY West Ave replacement from 7th to 3rd $ 545,000 Replace 2,179 8 PVC CI Safety and Reliability/Structural 6399 Coastal Operating Area OCEAN CITY 17th St replacement from beach to West Ave. $ 311,250 Replace 1,245 8 PVC CI Safety and Reliability/Structural 6400 Coastal Operating Area OCEAN CITY 15th St replacement from Simpson to Central $ 248,220 Replace 9 8 PVC CI Safety and Reliability/Structural 6414 Coastal Operating Area OCEAN CITY 18th St replacement from beach to Wesley $ 63,000 Replace 1 8 PVC AC Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 3rd St replacement from Atlantic to Corinthian $ 213,000 Replace 1,069 8 PVC CI Safety and Reliability/Structural 6418 Coastal Operating Area OCEAN CITY Moorlyn Ter replacement from Ocean to End $ 240,450 Replace 1,141 8 PVC CI Safety and Reliability/Structural 6419 Coastal Operating Area OCEAN CITY 23rd St replacement from Bay to Haven $ 122,800 Replace PVC 1940's 6 Asbestos Cement Safety and Reliability/Structural 6420 Coastal Operating Area OCEAN CITY Asbury Ave replacement from 17th to 21st $ 562,500 Replace 2,247 8 PVC CI Safety and Reliability/Structural 6431 Coastal Operating Area OCEAN CITY Sunset & Bayonne Pl replacement from end to Bay $ 3,180 Replace 1,733 8 PVC CI Safety and Reliability/Structural 6433 Coastal Operating Area OCEAN CITY 19th St replacement from West to Haven $ 79,800 Replace PVC 1950's 6 Asbestos Cement Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 20th St replacement from West to Haven $ 54,200 Replace PVC 1950's 6 Asbestos Cement Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 29th St replacement from Wesley to Haven $ 387,500 Replace 1,556 8 PVC AC Safety and Reliability/Structural 6436 Coastal Operating Area OCEAN CITY 45th St replacement from Asbury to Central $ 56,200 Replace PVC AC Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 50th St replacement from West to Central $ 133,250 Replace PVC AC Safety and Reliability/Structural 6440 Coastal Operating Area OCEAN CITY 20th St replacement from Wesley to Central $ 61,0 Replace PVC CI Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 34th St replacement from Bay to Central $ 388,750 Replace 1,556 8 PVC AC Safety and Reliability/Structural 6442 Coastal Operating Area OCEAN CITY 49th St replacement from Haven to Beach $ 250,000 Replace 1,000 8 PVC 1950's 6 Asbestos Cement Safety and Reliability/Structural 6443 Coastal Operating Area OCEAN CITY 51st St replacement from Asbury to Haven $ 150,000 Replace 0 8 PVC AC Safety and Reliability/Structural 6444 Coastal Operating Area OCEAN CITY 57th St replacement from West to Central $ 106,000 Replace PVC 1950's 8 Asbestos Cement Safety and Reliability/Structural 6446 Coastal Operating Area OCEAN CITY 55th St replacement from Bay Ave to Central Ave $ 467,855 Replace 1, PVC 1970's 8 Asbestos Cement Safety and Reliability/Structural 6447 Coastal Operating Area OCEAN CITY 16th St replacement from Bay to Simpson $ 63,200 Replace PVC AC Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 18th St replacement from Asbury to Simpson $ 227,500 Replace PVC AC Safety and Reliability/Structural 6449 Coastal Operating Area OCEAN CITY 21st St replacement from Haven to Bay $ 131,000 Replace PVC AC Safety and Reliability/Structural 6502 Coastal Operating Area OCEAN CITY Ferndale Drive between Spruce Road and Anchor Road $ 236,000 Replace 1,049 8 PVC AC Safety and Reliability/Structural 7562 Coastal Operating Area OCEAN CITY 13th Street (Bay Ave Asbury Ave) $ 277,500 Replace 1,109 8 PVC CI System Flows and Pressure 8510 Coastal Operating Area OCEAN CITY Aberdeen Road & 140' on Starboard Ln. $ 325,000 Replace 1,293 8 PVC AC System Flows and Pressure 8512 Coastal Operating Area OCEAN CITY Newcastle Rd $ 250,000 Replace 1,275 8 PVC AC System Flows and Pressure 8514 Coastal Operating Area OCEAN CITY Seacliff Road & Alley $ 256,250 Replace 1,025 8 PVC CI System Flows and Pressure 8517 Coastal Operating Area OCEAN CITY Seacrest Road $ 252,500 Replace 1,008 8 PVC CI System Flows and Pressure 8518 Coastal Operating Area OCEAN CITY Waverly Blvd. $ 295,000 Replace 1,181 8 PVC CI System Flows and Pressure 8521 Coastal Operating Area OCEAN CITY E Atlantic Blvd. between Harbor Road & Seaspray Rd. $ 582,300 Replace 1, Ductile Iron CI System Flows and Pressure 8522 Coastal Operating Area OCEAN CITY Ocean Road between E. Seabright Rd. & Waverly Blvd. $ 200,000 Replace PVC CI System Flows and Pressure 8523 Coastal Operating Area OCEAN CITY E. Atlantic Blvd. between Gull Rd. & Ocean Rd. $ 668,750 Replace 2, Ductile Iron CI System Flows and Pressure 8525 Coastal Operating Area OCEAN CITY E Surf Road between Wesley Rd. & E. Atlantic Blvd. $ 410,000 Replace 1, PVC CI System Flows and Pressure Page 45 of 66

220 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8526 Coastal Operating Area OCEAN CITY Central Avenue south from 59th Street $ 45,000 Replace PVC AC Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Pinnacle Road between Battersea Rd. Gull Rd. $ 300,000 Replace 1, PVC CI System Flows and Pressure 8528 Coastal Operating Area OCEAN CITY 56th Street between Asbury Avenue and Central Avenue $,000 Replace PVC GALV Safety and Reliability/Structural Coastal Operating Area OCEAN CITY Hollytree Road $ 82,500 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Laurel Rd. $ 100,000 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY 53rd Street between Asbury Ave and the Beach $ 42,500 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Atlantic Avenue between North St. & 3rd St. $ 481,250 Replace 1, PVC CI System Flows and Pressure 8615 Coastal Operating Area OCEAN CITY Corinthian Avenue between Brighton Place & Stenton Place $ 7,500 Replace 2, PVC CI System Flows and Pressure 8616 Coastal Operating Area OCEAN CITY St. Charles Place between Atlantic Avenue & Boardwalk $ 343,750 Replace 1,374 8 PVC CI System Flows and Pressure 8617 Coastal Operating Area OCEAN CITY Pennlyn Place between Corinthian Avenue to Boardwalk $ 750,000 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Atlantic Avenue between 3rd St. & 6th St. $ 421,250 Replace 1, PVC CI System Flows and Pressure 8623 Coastal Operating Area OCEAN CITY North St. between W. Station Rd & Bay Ave. $ 151,250 Replace 5 8 PVC CI System Flows and Pressure 8624 Coastal Operating Area OCEAN CITY Central Avenue between Battersea Road & 2nd Street $ 452,500 Replace 1,807 8 PVC CI System Flows and Pressure 8626 Coastal Operating Area OCEAN CITY Central Avenue between 2nd Street & 5th Street. $ 423,750 Replace 1,694 8 PVC CI System Flows and Pressure 8630 Coastal Operating Area OCEAN CITY Atlantic Avenue between 6th St. & 9th St. $ 420,000 Replace 1, Ductile Iron CI System Flows and Pressure 8631 Coastal Operating Area OCEAN CITY 7th Street between Atlantic Avenue & Boardwalk $ 2,000 Replace 1,037 8 PVC CI System Flows and Pressure 8632 Coastal Operating Area OCEAN CITY Simpson Avenue between 9th St. & 11th St. $ 272,500 Replace 1,089 8 PVC CI System Flows and Pressure 8633 Coastal Operating Area OCEAN CITY Haven Avenue between 9th St. & 11th St. $ 315,000 Replace 1,140 8 PVC CI System Flows and Pressure 8634 Coastal Operating Area OCEAN CITY Bay Avenue between 22nd St. & 26th St. $ 592,750 Replace 2, PVC AC System Flows and Pressure 8635 Coastal Operating Area OCEAN CITY West Avenue between 22nd Street & 26th Street $ 596,250 Replace 2,384 8 PCCP AC System Flows and Pressure 8636 Coastal Operating Area OCEAN CITY Simpson Avenue between 23rd Street & 24th Street $ 135,000 Replace PCCP AC System Flows and Pressure 8637 Coastal Operating Area OCEAN CITY 24th Street between Bay Avenue & Simpson Avenue $ 81,500 Replace PVC AC System Flows and Pressure Coastal Operating Area OCEAN CITY Haven Avenue between 23rd Street & 25th Street $ 282,500 Replace 1,128 8 PVC DI System Flows and Pressure 8640 Coastal Operating Area OCEAN CITY Haven Avenue between 26th Street & 31st Street $ 646,250 Replace 2,585 8 PVC AC System Flows and Pressure 8642 Coastal Operating Area OCEAN CITY Haven Avenue between 35th Street & 36th Street to West Avenue $ 225,000 Replace PVC AC System Flows and Pressure 8643 Coastal Operating Area OCEAN CITY Victoria Lane between Waterview Blvd. & Vernon Ln. $ 320,750 Replace 1,284 8 PVC AC System Flows and Pressure 8645 Coastal Operating Area OCEAN CITY Waterview Blvd. between Bartram Ln. & Bayou Terrace $ 28,750 Replace PVC AC System Flows and Pressure Coastal Operating Area OCEAN CITY Vernon Lane between Victoria Ln & Roosevelt Blvd. $ 75,000 Replace PVC AC System Flows and Pressure Coastal Operating Area OCEAN CITY Roosevelt Blvd. between Waterview Blvd. & Bay Ave. $ 650,000 Replace 2,1 8 PVC AC System Flows and Pressure 8648 Coastal Operating Area OCEAN CITY West Avenue between 33rd St. & 34th St. $ 146,250 Replace PVC AC System Flows and Pressure 8649 Coastal Operating Area OCEAN CITY West Avenue between 36th St. & 42nd St. $ 830,000 Replace 3,319 8 PVC AC System Flows and Pressure 8651 Coastal Operating Area OCEAN CITY Wesley Road between 38th St. to south 282' $ 70,250 Replace PVC AC System Flows and Pressure Coastal Operating Area OCEAN CITY Asbury Avenue between 36th St. & 39th St. $ 415,000 Replace 1, PVC AC System Flows and Pressure 8653 Coastal Operating Area OCEAN CITY 38th Street between West Avenue & Beach $ 92,500 Replace PVC AC System Flows and Pressure Coastal Operating Area OCEAN CITY Merion Place from West Ave to the Beach $ 185,000 Replace PVC GALV Safety and Reliability/Structural 8711 Coastal Operating Area OCEAN CITY St. Davids Place $ 175,000 Replace PVC CI Safety and Reliability/Structural 8725 Coastal Operating Area OCEAN CITY 59th Street between Asbury Avenue & Central Avenue $ 68,750 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Asbury Avenue between 55th Street & 59th Street $ 562,500 Replace 2, PVC CI System Flows and Pressure 8727 Coastal Operating Area OCEAN CITY Asbury Avenue between 51st Street & 55th Street & $ 6,250,000 Replace 2, PVC AC System Flows and Pressure 8730 Coastal Operating Area OCEAN CITY W 55th Street between Bay Avenue & End (Bay side) $ 295,000 Replace 1, PVC AC System Flows and Pressure 8731 Coastal Operating Area OCEAN CITY South Inlet Drive between W. 55th Street & Bay Avenue $ 250,000 Replace PVC AC System Flows and Pressure 8732 Coastal Operating Area OCEAN CITY West Avenue between 48th Street & 52nd Street $ 593,750 Replace 2, PVC AC System Flows and Pressure 8733 Coastal Operating Area OCEAN CITY West Avenue between 44th Street & 48th Street $ 841,250 Replace 3,366 8 PVC AC System Flows and Pressure 8734 Coastal Operating Area OCEAN CITY West Avenue between 42nd Street & 44th Street $ 285,000 Replace 1,140 8 PVC AC System Flows and Pressure 8737 Coastal Operating Area OCEAN CITY Asbury Avenue between 44th Street & 48th Street $ 5,000 Replace 2, PVC AC System Flows and Pressure 8740 Coastal Operating Area OCEAN CITY Asbury Avenue between 42nd Street & 44th Street $ 275,000 Replace 1, PVC AC System Flows and Pressure 8741 Coastal Operating Area OCEAN CITY Westminster Lane between Roosevelt Avenue & Bartram Lane $,000 Replace PVC AC System Flows and Pressure Coastal Operating Area OCEAN CITY Cardiff Road & West Belfast Road $ 342,250 Replace 1,369 8 PVC CI Safety and Reliability/Structural 8757 Coastal Operating Area OCEAN CITY Asbury Avenue between 32nd Street & 36th Street $ 575,000 Replace 2, PVC CI System Flows and Pressure 8758 Coastal Operating Area OCEAN CITY East Belfast Road $ 129,500 Replace PVC GALV System Flows and Pressure 8759 Coastal Operating Area OCEAN CITY East Dundee Road $ 103,750 Replace PVC GALV Safety and Reliability/Structural Coastal Operating Area OCEAN CITY 32nd Street between Asbury Avenue & Central Avenue $ 69,000 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Asbury Avenue between 28th Street & 32nd Street $ 562,500 Replace 2, PVC CI System Flows and Pressure 8762 Coastal Operating Area OCEAN CITY Wesley Road from Wesley Road to Newcastle Road $ 300,000 Replace 1,219 8 PVC AC Safety and Reliability/Structural 8763 Coastal Operating Area OCEAN CITY Asbury Avenue between 24th Street & 28th Street $ 572,500 Replace 2, PVC CI System Flows and Pressure 8764 Coastal Operating Area OCEAN CITY Wesley Road from Gardens Parkway to Waverly Road $ 168,575 Replace PVC CI Safety and Reliability/Structural 8765 Coastal Operating Area OCEAN CITY Inlet Road from Crescent Road to E. Atlantic Avenue $ 470,500 Replace 1,882 8 PVC CI Safety and Reliability/Structural 8766 Coastal Operating Area OCEAN CITY Seaspray Road between W. Surf Road and Ocean Road $ 485,250 Replace 1,941 8 PVC CI Safety and Reliability/Structural 8767 Coastal Operating Area OCEAN CITY 27th Street between Haven Avenue & West Avenue $ 250,000 Replace 1,000 8 PVC CI System Flows and Pressure 8768 Coastal Operating Area OCEAN CITY Beach Road to Gull Road between North Street and Ocean Road $ 335,250 Replace 1,341 8 PVC CI Safety and Reliability/Structural 8769 Coastal Operating Area OCEAN CITY Gull Road between Ocean Road and E. Surf Road $ 188,650 Replace PVC CI Safety and Reliability/Structural 8770 Coastal Operating Area OCEAN CITY E. Atlantic Avenue between Battersea Road and Gull Road $ 375,750 Replace 1, Ductile Iron CI Safety and Reliability/Structural 8771 Coastal Operating Area OCEAN CITY Bayland Drive between Waterway Rd. north to end $ 165,500 Replace PVC AC System Flows and Pressure 8772 Coastal Operating Area OCEAN CITY Morningside Rd, Gardens Rd and Nassau Rd $ 548,250 Replace 2,193 8 PVC CI Safety and Reliability/Structural 8773 Coastal Operating Area OCEAN CITY Battersea Road between Wesley Road and North Street $ 317,240 Replace 1, PVC CI Safety and Reliability/Structural 8774 Coastal Operating Area OCEAN CITY Asbury Avenue between 21st Street & 24th Street $ 425,000 Replace 1, PVC CI System Flows and Pressure 8775 Coastal Operating Area OCEAN CITY Gardens Parkway between E. Atlantic Avenue and Newcastle Road $ 368,500 Replace 1, PVC CI Safety and Reliability/Structural 8776 Coastal Operating Area OCEAN CITY Haven Avenue between 17th Street to 22nd Street $ 700,000 Replace 2,800 8 PVC AC System Flows and Pressure 8777 Coastal Operating Area OCEAN CITY Lagoon Rd and Bay Road $ 240,500 Replace PVC CI Safety and Reliability/Structural 8784 Coastal Operating Area OCEAN CITY Genoa Court between Tennessee Avenue & Bonita Court $ 145,000 Replace PVC AC System Flows and Pressure 8785 Coastal Operating Area OCEAN CITY Bass Court & Marlin Court $ 185,000 Replace PVC AC System Flows and Pressure 8786 Coastal Operating Area OCEAN CITY Central Avenue between 28th Street & 31st Street $ 422,500 Replace 1,689 8 PVC CI System Flows and Pressure 8787 Coastal Operating Area OCEAN CITY Simpson Avenue between Battersea Road and 1st Street $ 314,000 Replace 1,256 8 PVC AC Safety and Reliability/Structural 8788 Coastal Operating Area OCEAN CITY Bay Avenue between Battersea Road and 2nd Street $ 464,250 Replace 1,857 8 PVC CI Safety and Reliability/Structural 8789 Coastal Operating Area OCEAN CITY Wesley Road between 20th Street & 24th Street $ 705,000 Replace 2, PVC DI System Flows and Pressure 87 Coastal Operating Area OCEAN CITY 3rd Street between Bay Avenue and West Avenue $ 211,000 Replace PVC CI Safety and Reliability/Structural 8792 Coastal Operating Area OCEAN CITY Central Avenue between 18th Street & 20th Street $ 282,750 Replace 1,132 8 PVC CI System Flows and Pressure 8793 Coastal Operating Area OCEAN CITY 5th Street Bay Avenue and West Avenue $ 181,500 Replace PVC DI Safety and Reliability/Structural 8794 Coastal Operating Area OCEAN CITY West Avenue between 17th Street & 22nd Street $ 722,500 Replace 2,889 8 PVC CI System Flows and Pressure 8795 Coastal Operating Area OCEAN CITY Pennlyn Place between Ocean Ave and Atlantic Avenue $ 96,250 Replace Ductile Iron CI Safety and Reliability/Structural 30 Page 46 of 66

221 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8796 Coastal Operating Area OCEAN CITY 21st Street between Haven Avenue & Wesley Avenue $ 318,750 Replace 1, PVC CI System Flows and Pressure 8797 Coastal Operating Area OCEAN CITY 4th Street between Bay Avenue and Wesley Avenue $ 4,000 Replace 1,840 8 PVC CI Safety and Reliability/Structural 8799 Coastal Operating Area OCEAN CITY 8th Street between Bay Avenue and West Avenue $ 224,500 Replace PVC CI Safety and Reliability/Structural 8800 Coastal Operating Area OCEAN CITY Moore Avenue between 7th Street and 8th Street $ 146,500 Replace PVC CI Safety and Reliability/Structural 8802 Coastal Operating Area OCEAN CITY West Avenue between 7th Street and 8th Street $ 268,500 Replace 1,074 8 PVC CI Safety and Reliability/Structural 8803 Coastal Operating Area OCEAN CITY Walnut Road between Bay Avenue to Ferndale Drive $ 559,000 Replace 2,236 8 PVC AC System Flows and Pressure 8804 Coastal Operating Area OCEAN CITY Central Avenue between 6th Street and 9th Street $ 425,500 Replace 1,562 8 PVC CI Safety and Reliability/Structural 8805 Coastal Operating Area OCEAN CITY Haven Avenue between 16th Street & 17th Street $ 75,000 Replace PVC AC System Flows and Pressure Coastal Operating Area OCEAN CITY 7th Street between West Avenue and Atlantic Avenue $ 406,000 Replace 1,524 8 PVC CI Safety and Reliability/Structural 8807 Coastal Operating Area OCEAN CITY 8th Street between West Avenue and Atlantic Avenue $ 410,3 Replace 1, PVC CI Safety and Reliability/Structural 8808 Coastal Operating Area OCEAN CITY Central Avenue between 15th Street & 18th Street $ 421,250 Replace 1,683 8 PVC CI System Flows and Pressure 8809 Coastal Operating Area OCEAN CITY 8th Street between Atlantic Avenue and Boardwalk $ 220,500 Replace PVC CI Safety and Reliability/Structural 8810 Coastal Operating Area OCEAN CITY 9th Street between Atlantic Avenue and Baordwalk $ 184,400 Replace PVC CI Safety and Reliability/Structural 8811 Coastal Operating Area OCEAN CITY 9th Street between Asbury Avenue and Atlantic Avenueu $ 478,000 Replace 1,2 12 PVC CI Safety and Reliability/Structural 8812 Coastal Operating Area OCEAN CITY Plaza Place and Wayne Avenue $ 313,000 Replace 1,252 8 PVC CI Safety and Reliability/Structural 8813 Coastal Operating Area OCEAN CITY 16th Street between Haven Avenue & Asbury Avenue $ 145,000 Replace PCCP CI System Flows and Pressure 8814 Coastal Operating Area OCEAN CITY City Parking Lot from 5th Street to 6th Street at Boardwalk $ 250,000 Rehab Other CI Safety and Reliability/Structural 8815 Coastal Operating Area OCEAN CITY 16th Street between Asbury Avenue & Wesley Avenue $ 151,250 Replace 4 12 PVC CI System Flows and Pressure 8817 Coastal Operating Area OCEAN CITY 16th Street between Wesley Avenue to Boardwalk $ 95,000 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY Chelsea Place $ 87,500 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY 15th Street between Central Avenue to Ocean Avenue $ 185,000 Replace PVC CI System Flows and Pressure 8820 Coastal Operating Area OCEAN CITY Ocean Avenue between 9th Street & 15th Street $ 858,750 Replace 3, Ductile Iron CI System Flows and Pressure 8821 Coastal Operating Area OCEAN CITY Wesley Avenue between 10th Street & 14th Street $ 854,000 Replace 3,416 8 PVC CI System Flows and Pressure 8822 Coastal Operating Area OCEAN CITY West Avenue between 9th Street & 16th Street $ 850,000 Replace 3,400 8 PVC CI System Flows and Pressure 8823 Coastal Operating Area OCEAN CITY Simpson Avenue between 12th Street & 18th Street $ 952,500 Replace 3,808 8 PVC AC System Flows and Pressure 8837 Coastal Operating Area OCEAN CITY Tioga Terrace $ 75,000 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY 13th Street bewteen Asbury Avenue & Boardwalk $ 276,250 Replace 1,106 8 PVC CI System Flows and Pressure 12th Street between Simpson Avenue & Boardwalk and Haven from OCEAN CITY 8839 Coastal Operating Area 12th St to End of Main $ 628,750 Replace 2,515 8 PVC CI System Flows and Pressure 8840 Coastal Operating Area OCEAN CITY 11th Street between West Avenue & Boardwalk $ 450,000 Replace 1, Ductile Iron CI System Flows and Pressure 8841 Coastal Operating Area OCEAN CITY Palem Avenue $ 112,500 Replace PVC CI System Flows and Pressure Coastal Operating Area OCEAN CITY 10th Street between Palen Avenue & Haven Avenue $ 303,750 Replace 1,214 8 PVC CI System Flows and Pressure 8843 Coastal Operating Area OCEAN CITY 10th Street between West Avenue & Ocean Avenue $ 302,500 Replace 1,210 8 PVC CI System Flows and Pressure 8938 Coastal Operating Area OCEAN CITY 2nd Street between Atlantic Avenue & Boardwalk $ 345,750 Replace 1,383 8 PVC CI System Flows and Pressure 8939 Coastal Operating Area OCEAN CITY Wesley Rd. between Wesley Rd. & Battersea Rd. $ 394,500 Replace 1, PVC CI System Flows and Pressure 75 Coastal Operating Area OCEAN CITY W. 17th Street Bridge $ 150,000 Replace Ductile Iron DI System Flows and Pressure 30 Plymouth Place (Between Ocean Atlantic) Ocean Avenue (Between OCEAN CITY 7582 Coastal Operating Area Plymouth 7th) $,000 Replace PVC System Flows and Pressure 7073 Coastal Operating Area OCEANPORT Trinity Place $ 75, Replace Ductile Iron Unknown 6 Unknown System Flows and Pressure 6522 Coastal Operating Area OCEANPORT Shore Rd $ 2,000 Replace 1,500 6 PVC 1970's 6 Ductile Iron Safety and Reliability 2017Q4 255 Coastal Operating Area OCEANPORT Oceanport Werah Place $ 187,500 Replace 1,250 8 PVC 1930's 2 Galvanized Steel Safety and Reliability/Structural Replace 2" CI pipe on Oceanport Avenue from Port Au Peck Avenue to OCEANPORT 5784 Coastal Operating Area Carriage Lane $ 130,000 Replace Ductile Iron 1930's 2.25 Cast Iron Safety and Reliability 7919 Coastal Operating Area OCEANPORT Werah Pl 2" GALV $ 2,400 Replace 1,200 8 Ductile Iron 19 2 GALV Safety and Reliability/Structural 384 Southwest Operating Area OLDMANS Oldmans New Road North of Perkintown Road (CR 644). $ 570, Replace Ductile Iron Safety and Reliability/Structural Oldmans Porcupine Road and Lerro Road and Helen Road North 59 Southwest Operating Area OLDMANS Railroad Avenue to Porcupine Road $ 62, Replace Ductile Iron 1980's 1.5 PVC System Flows and Pressure 7206 Southwest Operating Area OLDMANS Oldmans Kay Place Donna Drive to End of Roadway $ 30, Replace Ductile Iron Safety and Reliability/Structural Southwest Operating Area OLDMANS Oldmans MillStreet, Creek to Railroad $ 1,800 Replace 1, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 8887 Southwest Operating Area OLDMANS Oldmans Straughens Mill Road & Pennsville Pedricktown Road $ 7,0 Replace 40 6 Ductile Iron 19 4 CI Safety and Reliability/Structural North Operating Area OXFORD Frenchtown 12th Street $ 105,000 Replace 0 6 Ductile Iron Unknown 2 Cast Iron System Flows and Pressure 2019Q4 113 Southwest Operating Area PALMYRA Palmyra Parry Avenue Broad Street to Charles Street $ 350, Replace Ductile Iron 1920's 4 Concrete System Flows and Pressure 425 Southwest Operating Area PALMYRA Palmyra Charles Street, Garfield to Cinnaminson Avenue $ 1, Replace Ductile Iron System Flows and Pressure Palmyra Garfield Avenue (South) Broad to Spring Garden, Wallace to 426 Southwest Operating Area PALMYRA Purnell $ 425, Replace Ductile Iron Safety and Reliability/Structural 427 Southwest Operating Area PALMYRA Palmyra Garfield Avenue (North) Broad to Bank & Bank Ave $ 710, Replace Ductile Iron Safety and Reliability/Structural 429 Southwest Operating Area PALMYRA Palmyra/Riverton 7th Street Lincoln Avenue to Main Street $ 420, Replace Ductile Iron 1920's 4 Concrete System Flows and Pressure 501 Southwest Operating Area PALMYRA Palmyra West 3rd Street Horace Avenue to Berkley Avenue $ 114, Replace 0 8 Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 503 Southwest Operating Area PALMYRA Palmyra 6th St Arch Street to Legion Ave $ 185, Replace 9 8 Ductile Iron Safety and Reliability/Structural 506 Southwest Operating Area PALMYRA Palmyra Market St Broad St to Front St $ 180, Replace Ductile Iron Safety and Reliability/Structural 507 Southwest Operating Area PALMYRA Palmyra 2nd St Arch St to Orchard Ave $ 96, Replace Ductile Iron Safety and Reliability/Structural 508 Southwest Operating Area PALMYRA Palmyra Front St Arch St to Orchard Ave $, Replace Ductile Iron Safety and Reliability/Structural 510 Southwest Operating Area PALMYRA Palmyra Parry Ave Charles Street to Purnell $ 380, Replace Ductile Iron Safety and Reliability/Structural 511 Southwest Operating Area PALMYRA Palmyra Rowland St Cinnaminson Ave to Parry Ave $ 143, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 512 Southwest Operating Area PALMYRA Palmyra E. Henry St Cinnaminson Ave to Parry Ave $ 171, Replace 0 8 Ductile Iron Safety and Reliability/Structural Palmyra / Riverton Broad Street Lincoln Avenue to Lippincott 517 Southwest Operating Area PALMYRA Avenue $ 380, Replace Ductile Iron Safety and Reliability/Structural Palmyra Morgan Avenue East Broad Street to West Spring Garden 519 Southwest Operating Area PALMYRA Street $ 95, Replace Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 5837 Southwest Operating Area PALMYRA Palmyra Highland Avenue (CR 2) East Broad Street to Park Avenue $ 675, Replace Ductile Iron 10's 8 Cement Safety and Reliability/Structural 7535 Southwest Operating Area PALMYRA Palmyra Leconey Ave / 4th St / Berkley St / 3rd St $ 620, Replace Ductile Iron 10 4 CEM Safety and Reliability/Structural 505 Southwest Operating Area PALMYRA Palmyra West 5th Street Arch Street to Weart Blvd $ 218,500 Replace 1,150 8 Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 2020Q4 520 Southwest Operating Area PALMYRA Palmyra Pear Street Walnut Street to Filbert Street $ 105,000 Replace Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 2020Q Southwest Operating Area PALMYRA Palmyra Lincoln Avenue East Broad Street to 7th Street $ 323,000 Replace 1,700 8 Ductile Iron Pre 10 8 Cement System Flows and Pressure 2020Q4 Palmyra Horace Avenue & West 2nd Street West 2nd from Delaware PALMYRA 428 Southwest Operating Area to Horace and Horace from Temple Blvd to West 5th Street $ 380,000 Replace 2,000 8 Ductile Iron 1920's 4 Asbestos Cement System Flows and Pressure 498 Southwest Operating Area PALMYRA Palmyra Leconey Avenue & Leconey Circle 5th Street to Firth Lane $ 440,000 Replace 2,300 8 Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 499 Southwest Operating Area PALMYRA Palmyra 4th Street Leconey Avenue to Horace Avenue $,000 Replace Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 500 Southwest Operating Area PALMYRA Palmyra Berkley Avenue Temple Blvd to West 4th Street $ 162,000 Replace Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural Page 47 of 66

222 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Palmyra New Jersey Avenue South Broad Street to West Charles PALMYRA 509 Southwest Operating Area Street $ 220,000 Replace 1,150 8 Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 515 Southwest Operating Area PALMYRA Palmyra East 5th Street Morgan Avenue to Elm Avenue $ 114,000 Replace 0 8 Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural 516 Southwest Operating Area PALMYRA Palmyra Maple Avenue East 5th Street to East Broad Street $ 105,000 Replace Ductile Iron Pre 10 4 Galvanized Steel Safety and Reliability/Structural Palmyra Walnut Street West Spring Garden Street to West Charles PALMYRA 518 Southwest Operating Area Street $ 200,000 Replace 1,050 8 Ductile Iron 1930's 4 Cast Iron Safety and Reliability/Structural 5310 Southwest Operating Area PALMYRA Palmyra 6th Street Arch Street to Delaware Ave $ 504,000 Replace 2,650 8 Ductile Iron 10's 4 Cement System Flows and Pressure 5311 Southwest Operating Area PALMYRA Palmyra Parry Ave Cinnaminson Ave to Charles Street $ 342,000 Replace 1,800 8 Ductile Iron 10's 4 Cement System Flows and Pressure 5823 Southwest Operating Area PALMYRA Palmyra Legion Ave Broad Street to W 3rd Street $ 1,000 Replace 1,000 8 Ductile Iron 1920's 4 Cast Iron Safety and Reliability/Structural 5824 Southwest Operating Area PALMYRA Palmyra Temple Blvd Jefferson Ave to Berkley Ave $ 350,000 Replace 1,800 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6726 Southwest Operating Area PALMYRA Palmyra Vine Street West 5th Street to West Broad Street $ 104,500 Replace Ductile Iron Pre 10 4 Cement Safety and Reliability/Structural Palmyra West 6th Street and Weart Blvd Arch Street to Delaware PALMYRA 6727 Southwest Operating Area Avenue to West 5th Street $ 351,500 Replace 1,850 8 Ductile Iron Pre 10 4 Cement Safety and Reliability/Structural 6728 Southwest Operating Area PALMYRA Palmyra Race Street West 4th Street to West Broad Street $ 147,250 Replace Ductile Iron Pre 10 4 Concrete Safety and Reliability/Structural Palmyra Delaware Avenue West Broad Street to Charles Street PALMYRA 7104 Southwest Operating Area (include 2nd Street and 5th Street) $ 32,300 Replace 1,700 8 Ductile Iron Safety and Reliability/Structural Palmyra Walnut Street, West Henry Street, Hubbs Drive, New Jersey PALMYRA Avenue, Park Avenue and West Charles Street Between Public Road (CR 543) to Cinnaminson Avenue (CR 7) and Broad Street to West 8362 Southwest Operating Area Charles Street $ 1,569,400 Replace 7,700 8 Ductile Iron AC Safety and Reliability/Structural 80 Southwest Operating Area PALMYRA Palmyra RRX at Palmyra Bridge Bloulevard & W Broad Street $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural Southwest Operating Area PALMYRA Maryland, Oregon, Virginia, Leconey, Firth $ 800,000 Replace 4,554 8 Ductile Iron AC Safety and Reliability/Structural 8910 Southwest Operating Area PALMYRA Jefferson Street and Veterans Blvd $ 200,000 Replace 2,243 8 Ductile Iron AC Safety and Reliability/Structural 8911 Southwest Operating Area PALMYRA Van Sant Dr $ 2,000 Replace 1,350 8 Ductile Iron AC Safety and Reliability/Structural 636 North Operating Area PEAPACK GLADSTONE BOROUGHPeapack Route 206/Pottersville Road $ 75, Replace 40 8 Ductile Iron Safety and Reliability North Operating Area PEAPACK GLADSTONE BOROUGHPeapack Old Chester / Brook Hollow Road Main Replacements $ 522, Replace Ductile Iron Unknown 6 Cast Iron System Flows and Pressure 7191 North Operating Area PEAPACK GLADSTONE BOROUGHHolland Road private main $ 220,000 Replace 1,100 6 Ductile Iron Safety and Reliability/Structural 2017Q North Operating Area PEAPACK GLADSTONE BOROUGHPEAPACK GLADSTONE Main St from Mendham Rd to gradient line $ 6,000 Replace 3,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area PEAPACK GLADSTONE BOROUGHPEAPACK GLADSTONE Pottersville Rd from Main St to RT 206 $ 6,000 Replace 3,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area PEAPACK GLADSTONE BOROUGHPEAPACK GLADSTONE Brady Dr from Cul De Sac to gradient line $ 440,000 Replace 2,200 8 Ductile Iron Unknown 8 Ductile Iron Safety and Reliability/Structural 6852 North Operating Area PEAPACK GLADSTONE BOROUGHPEAPACK GLADSTONE Ridge Rd from Brook Hollow Dr $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 71 North Operating Area PEAPACK GLADSTONE BOROUGHHolland Road private main $ 220,000 Replace 1,100 6 Ductile Iron Safety and Reliability/Structural 386 Southwest Operating Area PENNS GROVE Penns Grove Barber Street from Line Street to E.Griffith St. $ 248, Replace Ductile Iron System Flows and Pressure Penns Grove Iona Avenue from Miller Avenue to Virginia Avenue 387 Southwest Operating Area PENNS GROVE (Route 130). $ 300, Replace Ductile Iron System Flows and Pressure 3 Southwest Operating Area PENNS GROVE Penns Grove Park Ave Virginia up Gillete to Norman $ 152, Replace Ductile Iron Safety and Reliability/Structural 391 Southwest Operating Area PENNS GROVE Penns Grove Turner Avenue West Pitman Street to West Line Street $ 163, Replace 8 8 Ductile Iron 1930's 1 Cast Iron Safety and Reliability/Structural 529 Southwest Operating Area PENNS GROVE Penns Grove Delaware Ave West Main to Line St $ 535, Replace Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural 531 Southwest Operating Area PENNS GROVE Penns Grove Spruce St, Cove Rd & Cedar Rd Church to Delaware $ 275, Replace Ductile Iron System Flows and Pressure 5910 Southwest Operating Area PENNS GROVE Penns Grove Penn Street West Line Street to Poplar Street $ 95, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure Penns Grove Denny Avenue and New New Street Penn Street to 22 Southwest Operating Area PENNS GROVE Franklin Street to Dead End $ 237, Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 24 Southwest Operating Area PENNS GROVE Penns Grove Featherer Avenue Marsden Avenue to Howard Street $ 121,0.00 Replace Ductile Iron 19's 1.25 PVC System Flows and Pressure Penns Grove South Riverwalk and Straughens Road State Street to 28 Southwest Operating Area PENNS GROVE Dead End $ 152, Replace Ductile Iron System Flows and Pressure Penns Grove Hickory Avenue Hollywood Avenue to South Golfwood 34 Southwest Operating Area PENNS GROVE Avenue $ 380, Replace Ductile Iron System Flows and Pressure 7295 Southwest Operating Area PENNS GROVE Penns Grove Naylor Ave Naylor Tank to West Main Street $ 200, Replace Ductile Iron System Flows and Pressure 9248 Southwest Operating Area PENNS GROVE Penns Grove Cleaning and Lining 2018 $ 2,000,000 Rehab 8,500 8 Other CI Safety and Reliability/Structural 2018Q4 Penns Grove Mary Street and John Street South Broad Street to PENNS GROVE 388 Southwest Operating Area Main Street $ 228,000 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure 2020Q4 Penns Grove West Harmony Avenue Delaware Avenue to North PENNS GROVE 5353 Southwest Operating Area Broad Street $ 475,000 Replace 2, Ductile Iron 10's 4 Cast Iron System Flows and Pressure 2020Q4 530 Southwest Operating Area PENNS GROVE Penns Grove South Smith Avenue Walnut Street to Diver Avenue $ 163,400 Replace 8 8 Ductile Iron 1950's 1.25 PVC Safety and Reliability/Structural 533 Southwest Operating Area PENNS GROVE Penns Grove Delaware Drive Church Street to Cove Road $ 133,000 Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure Penns Grove Railroad Avenue and Mill Street Naylor Avenue to PENNS GROVE 534 Southwest Operating Area Dead End to HPG 56 $ 492,0 Replace 1,540 8 Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 535 Southwest Operating Area PENNS GROVE Penns Grove Harmony Avenue Penn St to North Broad Street $ 599,000 Replace 2,100 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5355 Southwest Operating Area PENNS GROVE Penns Grove State Street West Maple Avenue to West Main Street $ 836,500 Replace 3, Ductile Iron 1910's 8 Cast Iron System Flows and Pressure 5744 Southwest Operating Area PENNS GROVE Penns Grove Deming Avenue Walnut Street to Willis Avenue $ 95,000 Replace Ductile Iron 1920's 2 Cast Iron Safety and Reliability 15 Southwest Operating Area PENNS GROVE Penns Grove Simpkins Place Railroad Avenue to Dead End $ 36,100 Replace 1 8 Ductile Iron 10's 1.5 PVC System Flows and Pressure Southwest Operating Area PENNS GROVE Penns Grove Airy Avenue Railroad Avenue to Dead End $ 38,000 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure Southwest Operating Area PENNS GROVE Penns Grove North Broad Street East Line Street to East Main Street $ 368,0 Replace 1,940 8 Ductile Iron 10's 6 Cast Iron System Flows and Pressure 18 Southwest Operating Area PENNS GROVE Penns Grove South Broad Street East Main Street to Dead End $ 750,500 Replace 3,950 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 19 Southwest Operating Area PENNS GROVE Penns Grove Summerill Avenue Garnet Street to Dead End $ 72,200 Replace Ductile Iron 1910's 4 Cast Iron System Flows and Pressure Southwest Operating Area PENNS GROVE Penns Grove Church Street South Broad Street to Delaware Drive $ 266,000 Replace 1,400 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 21 Southwest Operating Area PENNS GROVE Penns Grove Cumberland Avenue Diver Avenue to Walnut Street $ 163,400 Replace 8 8 Ductile Iron 1930's 4 Cast Iron System Flows and Pressure Penns Grove Wright Street and Poplar Street Lanning Avenue to PENNS GROVE 25 Southwest Operating Area Dead End $ 197,0 Replace 1,040 8 Ductile Iron Unknown 2 Cast Iron System Flows and Pressure 26 Southwest Operating Area PENNS GROVE Penns Grove East Union Street North Broad Street to Barber Avenue $ 159,0 Replace Ductile Iron Unknown 2 Cast Iron Sustained Economic Growth 27 Southwest Operating Area PENNS GROVE Penns Grove Oak Street West Main Street to Dead End $ 47,500 Replace Ductile Iron 10's 4 Cast Iron System Flows and Pressure Southwest Operating Area 30 Southwest Operating Area PENNS GROVE PENNS GROVE Penns Grove East Main Street Virginia Avenue to South Broad Street $ 340,100 Replace 1,7 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure Penns Grove West Main Street North Broad Street to Delaware Avenue $ 682,000 Replace 2, Ductile Iron 10's 6 Cast Iron System Flows and Pressure Page 48 of 66

223 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Penns Grove Howard Street North Virginia Avenue to Featherer PENNS GROVE Southwest Operating Area Avenue $ 76,000 Replace Ductile Iron Unknown 1.25 PVC Safety and Reliability/Structural 32 Southwest Operating Area PENNS GROVE Penns Grove West Union Street North Broad Street to Dead End $ 47,500 Replace Ductile Iron Pre 10 2 Cast Iron Sustained Economic Growth Southwest Operating Area PENNS GROVE Penns Grove Railroad Avenue Naylor Avenue to Airy Avenue $ 171,000 Replace 0 8 Ductile Iron 10's 4 Cast Iron System Flows and Pressure 35 Southwest Operating Area PENNS GROVE Penns Grove Oakwood Avenue Hickory Avenue to Pinewood Avenue $ 133,000 Replace Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure Penns Grove Maplewood Avenue Hollywood Avenue to Oakwood PENNS GROVE 36 Southwest Operating Area Avenue $ 171,000 Replace 0 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 7792 Southwest Operating Area PENNS GROVE Penns Grove Pearl St and W Griffith St N Broad St to Dead End $ 210,000 Replace 1,097 4 Ductile Iron 10 2 CI Sustained Economic Growth 5402 Southwest Operating Area PENNSAUKEN Pennsauken Remington Avenue 36th St to End $ 133, Replace Ductile Iron Safety and Reliability/Structural 7649 Southwest Operating Area PENNSAUKEN Pennsauken Forrest Avenue, Sharon Terrace, Pitman Avenue $ 315,000 Replace 1,611 8 Ductile Iron AC Safety and Reliability/Structural 2019Q1 364 Southwest Operating Area PENNSAUKEN Pennsauken Route 130 Marlton Pike to Homestead Avenue $ 494,000 Replace 2,0 8 Ductile Iron 1930's 8 Cast Iron Safety and Reliability/Structural 2020Q Southwest Operating Area PENNSAUKEN Pennsauken Roosevelt Avenue King Ave to Garfield Avenue $ 155,000 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q Southwest Operating Area PENNSAUKEN Pennsauken Rudderow Avenue North 36th Street to Dead End $ 95,000 Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5949 Southwest Operating Area PENNSAUKEN Pennsauken Clark Avenue Marlton Pike to Harris Avenue $ 152,000 Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 5951 Southwest Operating Area PENNSAUKEN Pennsauken Garden Avenue Roosevelt Ave to Henwood Avenue $ 100,000 Replace Ductile Iron 1940's 2.25 Cast Iron System Flows and Pressure Pennsauken Beacon Ave Highland Ave to Rt 130 and Roosevelt Ave PENNSAUKEN 5952 Southwest Operating Area to Henwod Ave $ 285,000 Replace 1,500 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5953 Southwest Operating Area PENNSAUKEN Pennsauken King Avenue Roosevelt Ave to Dead End $ 50,000 Replace 2 8 Ductile Iron 1930's 6 Asbestos Cement System Flows and Pressure 30 Pennsauken Airport Industrial Park Kaighns Avenue to North Park PENNSAUKEN 54 Southwest Operating Area Drive $ 1,292,000 Replace 6, Ductile Iron 19's 8 Cast Iron System Flows and Pressure 6487 Southwest Operating Area PENNSAUKEN Pennsauken Eliminate main under Route 130 jersey barrier $ 2,750,000 Replace 9, Ductile Iron 1930's 6 Cast Iron Safety and Reliability 6616 Southwest Operating Area PENNSAUKEN Pennsauken Willgoos Ave Harris to Earl $ 165,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 7708 Southwest Operating Area PENNSAUKEN Pennsauken 34th, 35th, 36th, 37th, Rosedale, Rudderow, Merrial $ 1,750,000 Replace 9,089 8 Ductile Iron CI System Flows and Pressure PENNSAUKEN Pennsauken Caverow Avenue, North 37th Street, Deacon Avenue, Pitman Avenue and Amon Avenue Between North 36th Street (CR 83 Southwest Operating Area 611) to 40th Street $ 541,400 Replace 3,045 8 Ductile Iron AC Safety and Reliability/Structural Pennsauken Forrest Avenue, Pitman Avenue, Sharon Terrace PENNSAUKEN 8361 Southwest Operating Area Between North 36th Street (CR 611) to 41st Street $ 448,400 Replace 2,3 8 Ductile Iron AC Safety and Reliability/Structural Pennsauken Remington St, N. 35th St, Mitchell St, Rowe St, Sunders PENNSAUKEN St, Phelham Pl, Jersey Ave, N. 37th St, N 38th St Between Between 8835 Southwest Operating Area North 36th Street to End of Service Area $ 1,0,000 Replace 9,985 8 Ductile Iron CI Sustained Economic Growth 287 Central Operating Area PISCATAWAY TWP Piscataway Ralston $ 131, Replace Ductile Iron Safety and Reliability/Structural 289 Central Operating Area PISCATAWAY TWP Piscataway River Road 16" main From Overbrook to highland Park $, Replace Ductile Iron Relocation/Opportunity Central Operating Area PISCATAWAY TWP Piscataway Metlers Lane, 12" main lowering due to county $ 139, Replace Ductile Iron Relocation/Opportunity Central Operating Area PISCATAWAY TWP Piscataway Stelton Road main lowering $ 176, Replace Ductile Iron Relocation/Opportunity Central Operating Area PISCATAWAY TWP Piscataway South Ave Bridge Middlesex/Piscataway $ 84, Replace Ductile Iron Unknown 6 Cast Iron Relocation/Opportunity 30 Piscataway School Street Abrose Brook bridge to Water Street 3500' 834 Central Operating Area PISCATAWAY TWP 12" pipe replacement $ 0, Replace Ductile Iron Relocation/Opportunity 854 Central Operating Area PISCATAWAY TWP Piscataway River Road 16" PH 3 from Rt 287 to Bound Brook Ave $ 488, Replace Ductile Iron Relocation/Opportunity 5258 Central Operating Area PISCATAWAY TWP River Road, Piscataway 16" Ph 4 from Kroeger Ln to Stuphen Rd $ 734, Replace Ductile Iron Relocation/Opportunity River Road, Piscataway 16" Phase 5 from Bound Brook Ave to Over 5259 Central Operating Area PISCATAWAY TWP Brook Ave $ 1,576, Replace Ductile Iron Relocation/Opportunity 52 Central Operating Area PISCATAWAY TWP Mayfield Lane, Piscataway 6" Culvert/Bridge Replacement $ 75, Replace 8 Ductile Iron Relocation/Opportunity Central Operating Area PISCATAWAY TWP Blackford Ave. Bridge Replacement $ 100, Replace 8 HDPE #N/A #N/A #N/A Relocation/Opportunity Central Operating Area PISCATAWAY TWP Mayfield Ave. Culvert $ 165, Replace Ductile Iron Relocation/Opportunity Central Operating Area PISCATAWAY TWP Brookside Road $ 625, Replace Ductile Iron Relocation/Opportunity 5786 Central Operating Area PISCATAWAY TWP 1st Ave Bridge Replacement $ 100, Replace 8 Ductile Iron Unknown 8 Unknown Relocation/Opportunity Central Operating Area PISCATAWAY TWP Poplar Road main Replacement $ 273, Replace Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity 7265 Central Operating Area PISCATAWAY TWP First Ave Bridge HDD $ 100, Replace HDPE Relocation/Opportunity Central Operating Area PISCATAWAY TWP River Road 12" & 16" Relocation $ 417, Replace Ductile Iron 6 CI Relocation/Opportunity 8101 Central Operating Area PISCATAWAY TWP 16" culvert on River Rd. $ 24, Replace 16 Ductile Iron CI Relocation/Opportunity Central Operating Area PISCATAWAY TWP South Ave Replace Ductile Iron 19 6 CI Relocation/Opportunity 2017Q Central Operating Area PISCATAWAY TWP Short, Ann & Mabel St., Piscataway $ 181,675 Replace Ductile Iron CI System Flows and Pressure 2017Q Central Operating Area PISCATAWAY TWP Easement ( William St to Right of Way ) $ 88,650 Replace HDPE 19's 12 Steel Safety and Reliability Q Central Operating Area PISCATAWAY TWP Haight Ave. ( New Market Rd. to Terminus ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2018Q Central Operating Area PISCATAWAY TWP Victoria Ave. (Haight Ave. to Van Winkle Pl. ) $ 420,000 Replace 2,100 8 Ductile Iron 6 CI Safety and Reliability/Structural 2018Q Central Operating Area PISCATAWAY TWP Willow Ave. ( VPIS #1614 to VPIS #1852 ) $ 494,500 Replace 2,300 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Stelton Rd. ( New Brunswick to Emma Pl. ) $ 189,000 Replace Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Mohill Pl. ( Summers to Carlton ) $ 111,800 Replace Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Carlton Ave. ( S. Washington to Nelson ) $ 306,000 Replace 1, Ductile Iron CI System Flows and Pressure 2019Q Central Operating Area PISCATAWAY TWP Hamilton Blvd. ( Maple to S. Washington ) $ 81,700 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area PISCATAWAY TWP Emma Pl. ( Stelton to Nelson ) $ 123,000 Replace Ductile Iron CI System Flows and Pressure Q4 286 Central Operating Area PISCATAWAY TWP Piscataway Carlton Ave $ 0,000 Replace 4,500 8 Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 2020Q4 Piscataway River Road 16" main From Haywood to Winwoodand PISCATAWAY TWP 288 Central Operating Area from Maplehurst to Barber $ 0,000 Replace 4, Ductile Iron Unknown 16 Cast Iron Relocation/Opportunity 2020Q Central Operating Area PISCATAWAY TWP Locust Ave. ( Mountain Ave. to Dead End ) $ 304,800 Replace Ductile Iron DI Safety and Reliability/Structural 9437 Central Operating Area PISCATAWAY TWP New Brunswick Ave. ( Sage to Royal ) $ 689,0 Replace 1, Ductile Iron DI Looping 5574 Central Operating Area PLAINFIELD CITY George St. ( Leland to Terrill ) $ 578, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 5787 Central Operating Area PLAINFIELD CITY Raymond Ave Bridge Replacement $ 130, Replace 8 Ductile Iron Relocation/Opportunity Central Operating Area PLAINFIELD CITY Emerson Ave, Plainfield $ 552, Replace Ductile Iron CI Safety and Reliability/Structural 5575 Central Operating Area PLAINFIELD CITY Elaine Ct. $ 56,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Q Central Operating Area PLAINFIELD CITY South Avenue from Richmond St to Berkman St $ 362,500 Replace 1, Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 6663 Central Operating Area PLAINFIELD CITY South Avenue from Berckman St to Leland Ave $ 800,000 Replace 3, Ductile Iron 1910's 6 Cast Iron System Flows and Pressure 7048 Central Operating Area PLAINFIELD CITY Deborah Ct. both cul de sacs ) $ 31,500 Replace Ductile Iron 1950's 2 Galvanized Steel System Flows and Pressure Central Operating Area PLAINFIELD CITY Berkeley Terr. ( Milton Pl. to Dead End ) $ 43,750 Replace Ductile Iron Water Quality Central Operating Area PLAINFIELD CITY Milton Pl. ( Raymond to Dead End ) $ 54,250 Replace Ductile Iron CI Water Quality Central Operating Area PLAINFIELD CITY Berkeley Ave. ( Btw. Belvidere and Ravine ) 615 Replace Ductile Iron DI System Flows and Pressure 9471 Central Operating Area PLAINFIELD CITY Colonial Circle $ 66,000 Replace Ductile Iron UNK Safety and Reliability/Structural Central Operating Area PLAINFIELD CITY Lee Street ( S.2nd Street W.4th Street) $ 220,000 Replace Ductile Iron 19 4 CI Safety and Reliability/Structural Page 49 of 66

224 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 9483 Central Operating Area PLAINFIELD CITY Field Avenue ( W.5th Street W.7th Street ) $ 165,000 Replace Ductile Iron CI System Flows and Pressure 78 Central Operating Area PLAINSBORO TWP Plainsboro Jeffers/PastureSignal 22/flushing/loss water $ 185,400 Replace 1,030 8 Ductile Iron 1950's 4 Cast Iron Water Quality 2018Q4 158 Coastal Operating Area PLEASANTVILLE Pleasantville Franklin Blvd. Merion Ave. Evans Ave. $ 25, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE Pleasantville Franklin Blvd. Evans Ave. to AC Expressway $ 15, Replace Ductile Iron System Flows and Pressure 30 1 Coastal Operating Area PLEASANTVILLE Pleasantville Evans Ave. Shore Rd to Franklin Blvd. $ 105, Replace Ductile Iron System Flows and Pressure 161 Coastal Operating Area PLEASANTVILLE Pleasantville E. Bayview Ave. Shore Rd. to Edgeley Ave. $, Replace Ductile Iron System Flows and Pressure 162 Coastal Operating Area PLEASANTVILLE Pleasantville E. Bayview Ave. Edgeley Ave. to Hampden Ct. $ 250, Replace Ductile Iron System Flows and Pressure 163 Coastal Operating Area PLEASANTVILLE Pleasantville Wright St. Edgeley Ave. to Franklin Blvd $ 105, Replace Ductile Iron System Flows and Pressure 164 Coastal Operating Area PLEASANTVILLE Pleasantville Edgeley Ave. E Bayview Ave. to Wright St. $ 56, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE Pleasantville Franklin Blvd. Decatur Ave. to Wright St. $ 135, Replace 0 12 Ductile Iron System Flows and Pressure 166 Coastal Operating Area PLEASANTVILLE Pleasantville Ansley Blvd. Shore Rd. to Tunis Ave. $ 37, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE Pleasantville Ansley Blvd. Tunis Ave. to Franklin Ave. $ 143, Replace Ductile Iron System Flows and Pressure 168 Coastal Operating Area PLEASANTVILLE Pleasantville Roosevelt Blvd. Ansley Blvd to Franklin Blvd. $ 52, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE Pleasantville Tunis Ave. Ansley Blvd to Franklin Blvd. $ 145, Replace Ductile Iron System Flows and Pressure 186 Coastal Operating Area PLEASANTVILLE Pleasantville Elm Avenue Between Bayview Avenue & Wright Street $ 49, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE Pleasantville Sheffield Avenue Between Elm Avenue & Bike Path $ 83, Replace Ductile Iron System Flows and Pressure 30 Pleasantville Madison Avenue Between Ingersoll Avenue & Adams 188 Coastal Operating Area PLEASANTVILLE Avenue $ 112, Replace Ductile Iron System Flows and Pressure 189 Coastal Operating Area PLEASANTVILLE Pleasantville Pleasant Avenue Between Shore Road & 4th Street $ 348, Replace Ductile Iron System Flows and Pressure 1 Coastal Operating Area PLEASANTVILLE Pleasantville 3rd Street Between MLK Avenue & Adams Avenue $ 63, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE Pleasantville 2nd Street Between MLK Avenue & Adams Avenue $ 168, Replace Ductile Iron System Flows and Pressure 192 Coastal Operating Area PLEASANTVILLE Pleasantville 1st Street Between MLK Avenue & Adams Avenue $ 1, Replace Ductile Iron System Flows and Pressure 193 Coastal Operating Area PLEASANTVILLE Pleasantville Lake Place Between 1st Street & Main Street $ 153, Replace Ductile Iron System Flows and Pressure Pleasantville Doughty Road Between US Route 9 & US Route Coastal Operating Area PLEASANTVILLE (ASMRP 1.6) $ 247, Replace Ductile Iron System Flows and Pressure Pleasantville Doughty Road Between US Route 9 & Park Avenue 209 Coastal Operating Area PLEASANTVILLE (ASMRP 1.7) $ 348, Replace Ductile Iron System Flows and Pressure Pleasantville Charles Avenue Between Madison Avnue & Franklin Coastal Operating Area PLEASANTVILLE Boulevard $ 56, Replace Ductile Iron System Flows and Pressure 627 Coastal Operating Area PLEASANTVILLE Pleasantville Linden Avenue Between Lake Place & Pleasant Avenue $ 75, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE Pleasantville Park Avenue Between Doughty Road and Broad Street $ 20, Replace Ductile Iron System Flows and Pressure Coastal Operating Area PLEASANTVILLE W. Bayview Avenue $ 30, Replace Ductile Iron Relocation/Opportunity Coastal Operating Area PLEASANTVILLE Pleasantville Alder Avenue $ 102, Replace Ductile Iron Relocation/Opportunity 5629 Coastal Operating Area PLEASANTVILLE Linden Avenue between Adams Avenue and Merion Avenue $ 137, Replace Ductile Iron Safety and Reliability/Structural 5630 Coastal Operating Area PLEASANTVILLE Guard Place between Woodland Ave and end of Guard Place $ 51, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE 1st Street between Adams Avenue and Woodland Avenue $ 95, Replace Ductile Iron Safety and Reliability/Structural 5632 Coastal Operating Area PLEASANTVILLE 2nd Street between Adams Avenue and Woodland Avenue $ 106, Replace 7 8 Ductile Iron Safety and Reliability/Structural 5634 Coastal Operating Area PLEASANTVILLE Woodland Avenue between Main Street and 2nd Street $ 193, Replace 12 8 Ductile Iron Safety and Reliability/Structural 5635 Coastal Operating Area PLEASANTVILLE 2nd Street between Woodland Avenue and Merion Avenue $ 32, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE Merion Avenue between 2nd Street and Linden Avenue $ 80, Replace Ductile Iron Safety and Reliability/Structural 5650 Coastal Operating Area PLEASANTVILLE Redwood Avenue between Main Street and west end of Redwood $ 15, Replace 30 4 PVC Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE W. Adams Avenue between New Rd and Main Street 4" Retire $ 425, Replace Ductile Iron Unknown 12 Unknown System Flows and Pressure 5993 Coastal Operating Area PLEASANTVILLE N. 1st Street between Washington Ave and Martin Luther King Jr Ave $ 45, Replace Ductile Iron Unknown 8 Unknown System Flows and Pressure Coastal Operating Area PLEASANTVILLE PV Delilah Road between New Road and Main Street $ 419, Replace Ductile Iron Safety and Reliability/Structural 6575 Coastal Operating Area PLEASANTVILLE PV Main Street between Dolphin Ave and Ashland Ave $ 706, Replace Ductile Iron 1910's 8 Cast Iron Safety and Reliability/Structural 6576 Coastal Operating Area PLEASANTVILLE Main Street between Park Ave and Decatur Ave $ 625, Replace Ductile Iron 1910's 8 Cast Iron Safety and Reliability/Structural 6827 Coastal Operating Area PLEASANTVILLE Ridgewood Avenue between Clematis Ave and Main St $ 200, Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6828 Coastal Operating Area PLEASANTVILLE Plaza Place between Main Street and 620' east of Clematis Ave $ 275, Replace Ductile Iron 1920's 6 Asbestos Cement Safety and Reliability/Structural 6921 Coastal Operating Area PLEASANTVILLE Clematis Avenue between Ryon Ave and Glendale Ave $ 152, Replace 7 16 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6929 Coastal Operating Area PLEASANTVILLE E. Park Ave between Main St and east end of Park Ave $ 300, Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 6" Mains on Ryon Ave & Frambes Ave between Main Street and Narcissus Ave, and 6" main on Narcissus from Ryon Avenue to Park 6932 Coastal Operating Area PLEASANTVILLE Avenue $ 275, Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 7209 Coastal Operating Area PLEASANTVILLE PV Ridgewood & Ashland $ 200, Replace Ductile Iron Safety and Reliability/Structural 7568 Coastal Operating Area PLEASANTVILLE E. Floral Ave (Main St. to Clematis Ave.) $ 75, Replace Ductile Iron CI System Flows and Pressure 7569 Coastal Operating Area PLEASANTVILLE Van Mar Avenue (Main Street to Clematis Ave.) $ 75, Replace Ductile Iron DI System Flows and Pressure 7570 Coastal Operating Area PLEASANTVILLE Main Street (Black Horse Pike to Decatur) $ 150, Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area PLEASANTVILLE Washinton Avenue between Main Street and Franklin Boulevard $ 170,000 Replace Ductile Iron CI Safety and Reliability/Structural 5986 Coastal Operating Area PLEASANTVILLE N. 3rd Street between W. Adams Ave and Hendricks St $ 68,000 Replace Ductile Iron Unknown 8 Unknown System Flows and Pressure Coastal Operating Area PLEASANTVILLE N. 4th Street between W. Adams Ave and Pleasant Ave $ 121,0 Replace Ductile Iron GALV System Flows and Pressure 5989 Coastal Operating Area PLEASANTVILLE N. 4th Street between Washington Ave and Martin Luther King Jr Ave $ 50,000 Replace 1,032 8 Ductile Iron 19 4 CI Safety and Reliability/Structural 6401 Coastal Operating Area PLEASANTVILLE E. Princeton Avenue between Main St and Iowa Ave $ 168,300 Replace Ductile Iron GALV Safety and Reliability/Structural 6402 Coastal Operating Area PLEASANTVILLE E. Leeds Avenue between Main Street and Franklin Blvd $ 72,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE Linden Avenue between W. Delilah Road and W. Thompson Avenue $ 162,800 Replace Ductile Iron CI Safety and Reliability/Structural 64 Coastal Operating Area PLEASANTVILLE E. Delilah Road between Main Street and Franklin Blvd $ 112,000 Replace Ductile Iron 1910's 2 Cast Iron Safety and Reliability/Structural Plesantville Doughty Road Between US Route 40 & Washington PLEASANTVILLE 220 Coastal Operating Area Avenue (w/ bore) $ 0,000 Replace 1, Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5648 Coastal Operating Area PLEASANTVILLE Washington Avenue between New Road and Main Street $ 369,000 Replace 2, Ductile Iron CI Safety and Reliability/Structural 59 Coastal Operating Area PLEASANTVILLE 4th Street between Washington Avenue and West Jersey Avenue $ 73,0 Replace Ductile Iron 19 6 CI System Flows and Pressure Coastal Operating Area PLEASANTVILLE 3rd Street between Martin Luther King Jr Ave and West Jersey Ave $ 223,250 Replace 1,126 8 Ductile Iron CI System Flows and Pressure 6404 Coastal Operating Area PLEASANTVILLE McConnell Drive between E. Leeds Ave and Cedarcrest Ave $ 193,500 Replace 1,055 8 Ductile Iron AC Safety and Reliability/Structural 6405 Coastal Operating Area PLEASANTVILLE Magnolia Place between Main Street and McConnell Drive $ 149,0 Replace Ductile Iron AC Safety and Reliability/Structural 6406 Coastal Operating Area PLEASANTVILLE Laurel Drive between Magnolia Place and McConnell Drive $ 117,000 Replace Ductile Iron AC Safety and Reliability/Structural 6407 Coastal Operating Area PLEASANTVILLE W. Leeds Ave between New Road and Main Street $ 623,500 Replace 3, Ductile Iron CI Safety and Reliability/Structural 6408 Coastal Operating Area PLEASANTVILLE Elkton Avenue from W. Leeds Avenue $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE Kline Avenue between W. Leeds Avenue and end of road $ 162,000 Replace Ductile Iron AC Safety and Reliability/Structural Page 50 of 66

225 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6410 Coastal Operating Area PLEASANTVILLE Sunset Court between New Road and Kline Avenue $ 47,250 Replace Ductile Iron 1940's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE Neumark Avenue between W. Leeds Ave and New Road $ 164,700 Replace Ductile Iron CI Safety and Reliability/Structural 6421 Coastal Operating Area PLEASANTVILLE Loraine Avenue between Main Street and east end of road $ 252,000 Replace 1,388 8 Ductile Iron CI Safety and Reliability/Structural 6422 Coastal Operating Area PLEASANTVILLE Franklin Avenue between Loraine Avenue and Expressway $ 85,500 Replace Ductile Iron CI Safety and Reliability/Structural 6423 Coastal Operating Area PLEASANTVILLE Mulberry Ave between Linden Avenue and Franklin Blvd $ 126,000 Replace 1,202 8 Ductile Iron CI Safety and Reliability/Structural 6450 Coastal Operating Area PLEASANTVILLE Chatham Avenue between Main Street and Clearview Avenue $ 270,000 Replace 1,446 8 Ductile Iron CI Safety and Reliability/Structural 6452 Coastal Operating Area PLEASANTVILLE Walnut Avenue between Main Street and Franklin Blvd $ 126,000 Replace Ductile Iron CI Safety and Reliability/Structural 6453 Coastal Operating Area PLEASANTVILLE Franklin Blvd between Merion Avenue and Charles Avenue $ 200,000 Replace 1,094 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6454 Coastal Operating Area PLEASANTVILLE E. Merion Avenue between Main Street and east end of road $ 255,0 Replace 1,268 8 Ductile Iron AC Safety and Reliability/Structural 6455 Coastal Operating Area PLEASANTVILLE Collins Avenue between Main Street and Franklin Blvd $ 122,400 Replace Ductile Iron CI Safety and Reliability/Structural 6456 Coastal Operating Area PLEASANTVILLE Collins Avenue between Franklin Ave and east end of road $ 146,700 Replace Ductile Iron CI Safety and Reliability/Structural 6457 Coastal Operating Area PLEASANTVILLE E. Adams Ave between Main Street and east end of road $ 273,0 Replace 1,462 8 Ductile Iron AC Safety and Reliability/Structural 6458 Coastal Operating Area PLEASANTVILLE Old Turnpike between Main Street and east end of road $ 420,000 Replace 2, Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6459 Coastal Operating Area PLEASANTVILLE Franklin Blvd between Old Turnpike and Washington Ave $ 111,0 Replace Ductile Iron CI Safety and Reliability/Structural 65 Coastal Operating Area PLEASANTVILLE Linden Avenue between Delilah Rd and Windsor Ave $ 63,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE Windsor Avenue between Linden Avenue and Main Street $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area PLEASANTVILLE Stenton Place between Main Street & Franklin Ave. $ 170,500 Replace Ductile Iron CI System Flows and Pressure 8447 Coastal Operating Area PLEASANTVILLE Charles Avenue from Franklin Avenue to end of street (Bay) $ 167,500 Replace Ductile Iron CI System Flows and Pressure 8448 Coastal Operating Area PLEASANTVILLE Pennsylvania Avenue & Ingersoll Avenue $ 162,500 Replace Ductile Iron CI System Flows and Pressure 8449 Coastal Operating Area PLEASANTVILLE Washington Avenue & Chester Avenue $ 315,000 Replace 1,2 8 Ductile Iron CI System Flows and Pressure 8450 Coastal Operating Area PLEASANTVILLE Green Street between Main Street & Franklin Avenue $ 242,500 Replace Ductile Iron CI Sustained Economic Growth 8453 Coastal Operating Area PLEASANTVILLE Pleasant Avenue from Rt. 9 east 640' $ 1,000 Replace Ductile Iron CI System Flows and Pressure Martin Luther King Jr. Ave. West of Rt. 9, Fellows Avenue and Ireland PLEASANTVILLE 8455 Coastal Operating Area Ave to Washington Avenue $ 385,000 Replace 1,540 8 Ductile Iron CI System Flows and Pressure 8457 Coastal Operating Area PLEASANTVILLE Wesley Avenue between Rt9. & end (Somerset Ave.) $ 628,750 Replace 2,512 8 Ductile Iron 19 6 CI System Flows and Pressure 8458 Coastal Operating Area PLEASANTVILLE West Adams Avenue between Rt. 9 & N Main Street $ 582,000 Replace 4,656 8 Ductile Iron CI System Flows and Pressure 8459 Coastal Operating Area PLEASANTVILLE Woodland Avenue Between Well #3A & Rt. 9 $ 323,750 Replace 1, Ductile Iron CI System Flows and Pressure 84 Coastal Operating Area PLEASANTVILLE Spruce Avenue between Belmont Avenue & Glenwood Avenue $ 492,500 Replace 1,972 8 Ductile Iron CI System Flows and Pressure 8461 Coastal Operating Area PLEASANTVILLE Martin Terrace from Rt. 9 West $ 97,500 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area PLEASANTVILLE Richmond Avenue (East of Rt. 9) $ 391,500 Replace 1,566 8 Ductile Iron CI System Flows and Pressure 8463 Coastal Operating Area PLEASANTVILLE Oxford Avenue between W Reading Avenue & Wellington Avenue $ 83,750 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area PLEASANTVILLE Wellington Avenue 575' east of Rt. 9 $ 143,750 Replace Ductile Iron CI System Flows and Pressure 8465 Coastal Operating Area PLEASANTVILLE Wellington Avenue between Oxford Avenue & Linden Avenue $ 875,000 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area PLEASANTVILLE Linden Avenue between Wellington Avenue & Martin Terrace $ 247,500 Replace Ductile Iron CI System Flows and Pressure 8467 Coastal Operating Area PLEASANTVILLE Main Street Between Decatur Avenue & Walnut Avenue (B 11) $ 1,258,750 Replace 5, Ductile Iron CI System Flows and Pressure 8468 Coastal Operating Area PLEASANTVILLE Main Street between Walnut Avenue & California Avenue (B 11) $ 1,427,500 Replace 5, Ductile Iron CI System Flows and Pressure 8469 Coastal Operating Area PLEASANTVILLE New Road (Rt. 9) between Ridgewood Avenue & Rt 40 BHP $ 1,243,750 Replace 4, Ductile Iron CI System Flows and Pressure 8470 Coastal Operating Area PLEASANTVILLE New Road (Rt. 9) between Rt. 40 BHP & Expressway $ 1,125,000 Replace 4, Ductile Iron CI System Flows and Pressure 8471 Coastal Operating Area PLEASANTVILLE New Road (Rt. 9) between expressway & California Avenue $ 1,553,750 Replace 6, Ductile Iron CI System Flows and Pressure 8472 Coastal Operating Area PLEASANTVILLE Lyons Ct, Hampden Ct, Chester Ave and Milan Avenue $ 668,750 Replace 2,675 8 Ductile Iron CI Safety and Reliability/Structural 8473 Coastal Operating Area PLEASANTVILLE Black Horse Pike between Franklin Blvd and Lyons Ct $ 305,500 Replace Ductile Iron CI Safety and Reliability/Structural Black Horse Pike between Franklin and the Bike Path west of Chestnut PLEASANTVILLE 8474 Coastal Operating Area Avenue, Including Chestnut to Decatur Ave $ 825,500 Replace 2, Ductile Iron CI Safety and Reliability/Structural 8475 Coastal Operating Area PLEASANTVILLE Franklin Blvd between Decatur Avenue and Lennox Avenue $ 270,500 Replace Ductile Iron DI Safety and Reliability/Structural 8476 Coastal Operating Area PLEASANTVILLE Franklin Blvd between Lennox Avenue and Washington Avenue $ 150,000 Replace Ductile Iron CI Safety and Reliability/Structural 30 Old Turnpike from Main St to Franklin and Madison from Old Turnpike PLEASANTVILLE 8477 Coastal Operating Area to Brookville Terr $ 587,750 Replace 1, Ductile Iron CI Safety and Reliability/Structural 8479 Coastal Operating Area PLEASANTVILLE Atlantic Avenue from Main Street to Delilah Road $ 682,250 Replace 1,994 8 Ductile Iron AC Safety and Reliability/Structural Glendale Ave, Tremont Ave, Fernwood Ave west of McKinley Ave & PLEASANTVILLE 8480 Coastal Operating Area Columbia Ave from Glendale to Tilton $ 864,250 Replace 3,457 8 Ductile Iron 19 4 CI Safety and Reliability/Structural McKinley Avenue between Shadeland Avenue and Ashland Avenue, PLEASANTVILLE 8481 Coastal Operating Area Including Fernwood east of McKinley $ 445,000 Replace 1,778 8 Ductile Iron DI Safety and Reliability/Structural 8482 Coastal Operating Area PLEASANTVILLE Tremont Avenue from Main Street to McKinley Avenue $ 438,750 Replace 1,755 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8483 Coastal Operating Area PLEASANTVILLE Glendale Ave between McKinley Ave and Main Street $ 455,750 Replace 1,823 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8484 Coastal Operating Area PLEASANTVILLE Shadeland Avenue from McKinley Avenue to Main Street $ 442,500 Replace 1,769 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 8485 Coastal Operating Area PLEASANTVILLE Broad Street from Park Ave to Floral Avenue $ 445,000 Replace 1,582 8 Ductile Iron 19 6 AC Safety and Reliability/Structural Floral Avenue from Main Street to Broad, Including dead end at Bike PLEASANTVILLE 8486 Coastal Operating Area Path $ 321,250 Replace 1,283 8 Ductile Iron CI Safety and Reliability/Structural Delete Cancelled as per Tim Green's 9/15/14, possible dupe. PLEASANTVILLE 6466 Coastal Operating Area PV Delilah Rd. from US Rt 9 to Main St. CR 585 $ 475,000 Replace 2, Ductile Iron Relocation/Opportunity 7862 Coastal Operating Area PLUMSTED TWP 4" Main between Summit and Longview Trail $ 70,000 Replace PVC PE Safety and Reliability/Structural 7865 Coastal Operating Area PLUMSTED TWP Surrey Dr, 4" $ 83,000 Replace 1,000 8 PVC PVC Safety and Reliability/Structural 7867 Coastal Operating Area PLUMSTED TWP Victoria Dr, 2" $ 65,000 Replace PVC PVC Safety and Reliability/Structural 7868 Coastal Operating Area PLUMSTED TWP Butternut Dr, 4" $ 130,000 Replace 1,253 8 PVC PVC Safety and Reliability/Structural 7869 Coastal Operating Area PLUMSTED TWP Greenway Trail, 4", 2" $ 115,000 Replace 1,151 8 PVC PVC Safety and Reliability/Structural 7870 Coastal Operating Area PLUMSTED TWP Longview Dr, 4" $ 72,000 Replace PVC PVC Safety and Reliability/Structural 79 Coastal Operating Area PLUMSTED TWP Copperfield Dr, 4" PVC $ 23,000 Replace PVC PVC Safety and Reliability/Structural 30 Princeton Boro Honor RoadTotal Road Reconstruction 2007, PRB ordinance (any opening during moratorium you will pave curb to curb 80 Central Operating Area PRINCETON BOROUGH intersection to intersection) Field service rank 1 $ 129,0.00 Replace Ductile Iron Safety and Reliability/Structural 81 Central Operating Area PRINCETON BOROUGH Princeton Boro Campbelton Road & Circle/ Allison $ 326, Replace 30 8 Ductile Iron 1930's 6 Cast Iron Water Quality 82 Central Operating Area PRINCETON BOROUGH Princeton Borough Scott Lane $ 136, Replace 0 8 Ductile Iron Safety and Reliability/Structural 5270 Central Operating Area PRINCETON BOROUGH Vandeventer St 4" Main replacement $ 350, Replace Ductile Iron Relocation/Opportunity 6309 Central Operating Area PRINCETON BOROUGH Edgehill Road Main Replacement $ 225, Replace 0 8 Ductile Iron Relocation/Opportunity 79 Central Operating Area PRINCETON BOROUGH Princeton Boro Elm RoadHodge to 206Main Breaks $ 432,000 Replace 2,400 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 2018Q Central Operating Area PRINCETON BOROUGH Dickenson St between alexander St and University Pl. $ 100,000 Replace Ductile Iron 10's 4 Cast Iron Safety and Reliability/Structural Q Central Operating Area PRINCETON BOROUGH Bank Street Main Replacement $ 229,000 Replace 8 8 Ductile Iron 1920's None Selected Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON BOROUGH Fisher Ave. Main Replacement $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON BOROUGH Stanley Ave. Main Replacement $ 128,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON BOROUGH Leavitt Ln. Main Replacement $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2019Q4 Page 51 of 66

226 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 9395 Central Operating Area PRINCETON BOROUGH Fitzraldolph Rd. Main Replacement $ 128,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON BOROUGH Prospect Ave. Main Replacement $ 220,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON BOROUGH Aiken Ave. Main Replacement $ 144,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON BOROUGH Robert Rd. Main Replacement $ 248,000 Replace 1,240 8 Ductile Iron CI Safety and Reliability/Structural 85 Central Operating Area PRINCETON TWP Princeton Township Harris Road $ 54, Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural Central Operating Area PRINCETON TWP Princeton Twp Erdman Ave $ 180, Replace Ductile Iron Safety and Reliability/Structural Princeton Twp Grover AveTotal Road Reconstruction 2010 Field 87 Central Operating Area PRINCETON TWP Service rank 1 $ 230, Replace Ductile Iron Relocation/Opportunity Princeton Park Place between Vandeventer St and Moore St road 833 Central Operating Area PRINCETON TWP reconstruction $ 200, Replace Ductile Iron Relocation/Opportunity 848 Central Operating Area PRINCETON TWP Princeton Snowden Lane from Nassau St to Franklin Ave $ 800, Replace 30 8 Ductile Iron Safety and Reliability/Structural 849 Central Operating Area PRINCETON TWP Princeton Random Road between Roper Road and Poe Rd $ 400, Replace Ductile Iron Safety and Reliability/Structural 851 Central Operating Area PRINCETON TWP Princeton Valley Road from Walnut La to Harrison St $ 250, Replace 0 8 Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural 7050 Central Operating Area PRINCETON TWP Mt Lucas Rd. main replacement $ 700, Replace Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 7204 Central Operating Area PRINCETON TWP Hillside Avenue Main Replacement $ 150, Replace Ductile Iron Safety and Reliability/Structural 7445 Central Operating Area PRINCETON TWP Snowden Lane Main Replacement (phase 2) $ 500, Replace 22 8 Ductile Iron Safety and Reliability/Structural 7478 Central Operating Area PRINCETON TWP Harris Road Main Replacement $ 100, Replace 6 8 Ductile Iron Safety and Reliability/Structural 7553 Central Operating Area PRINCETON TWP Clover La Main replacement $ 500, Replace Ductile Iron CI Safety and Reliability/Structural 7355 Central Operating Area PRINCETON TWP Nassau Street Main Replacement $ 0,000 Replace 2, Ductile Iron Safety and Reliability/Structural 2017Q4 84 Central Operating Area PRINCETON TWP Princeton Township Stuart Road Great Road to Cherry Hill Road $ 3,0 Replace 5, Ductile Iron 1930's 8 Cast Iron System Flows and Pressure 2018Q4 83 Central Operating Area PRINCETON TWP Princeton Township RidgeView RoadGreat Road to Cherry Hill Road $ 1,026,000 Replace 5, Ductile Iron Unknown 12 Ductile Iron Safety and Reliability/Structural 2019Q Central Operating Area PRINCETON TWP Laurel Rd. Main Replacement $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP State Rd./ U.S. 206 Main Replacement $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Cuyler Rd. Main Replacement $ 108,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Dempsey Ave. Main Replacement $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Jefferson Rd. Main Replacement $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Birch Ave. Main Replacment $ 340,000 Replace 1,700 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP King St. Main Replacement $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Eisenhower St. Main Replacement $ 52,000 Replace 4 8 Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area PRINCETON TWP Marshall Ave. Main Replacement $ 124,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Devereux Ave. Main Replacement $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 93 Central Operating Area PRINCETON TWP Halsey St. Main Replacement $ 88,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area PRINCETON TWP Butler Rd. & Butler Ave. Main Replacement $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Balsam Ln. Main Replacement $ 212,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area PRINCETON TWP Longview Dr. Main Replacement $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q4 19 Central Operating Area PRINCETON TWP Princeton Nassau Street from Harrisson $ 1,500,000 Replace 3, Ductile Iron Pre 10 6 Cast Iron Safety and Reliability/Structural 5658 Central Operating Area PRINCETON TWP Red Hill rd 6" Main replacement $ 0,000 Replace 2,300 8 Ductile Iron 1930's 8 Cast Iron Safety and Reliability/Structural 9359 Central Operating Area PRINCETON TWP Loomis Ct. Main Replacement $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 93 Central Operating Area PRINCETON TWP Oakland St. & Hickory Ct. Main Replacement $ 268,000 Replace 1,340 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 9361 Central Operating Area PRINCETON TWP Walnut Ln. Main Replacement $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 9362 Central Operating Area PRINCETON TWP Ewing St. Main Replacement $ 480,000 Replace 2,400 8 Ductile Iron CI System Flows and Pressure 9363 Central Operating Area PRINCETON TWP Harrison St. North Main Replacement $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 9376 Central Operating Area PRINCETON TWP Cedar Ln. Main Replacement $ 188,000 Replace Ductile Iron CI Safety and Reliability/Structural 9377 Central Operating Area PRINCETON TWP Sycamore Rd. Main Replacement $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural Sycamore Road Between Cedar Ln. & Riverside Dr. West. Main PRINCETON TWP 9378 Central Operating Area Replacement $ 264,000 Replace 1,320 8 Ductile Iron CI Safety and Reliability/Structural 9401 Central Operating Area PRINCETON TWP Greenhouse Dr. Main Replacement $ 128,000 Replace Ductile Iron CI Safety and Reliability/Structural 9365 Central Operating Area PRINCETON TWP Dorann Ave. Main Replacement $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 9366 Central Operating Area PRINCETON TWP Deerpath Ln. Main Replacement $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 9369 Central Operating Area PRINCETON TWP Randall Rd. Main Replacement $ 3,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 9370 Central Operating Area PRINCETON TWP Monroe Ln. Main Replacement $ 188,000 Replace Ductile Iron CI Safety and Reliability/Structural 9371 Central Operating Area PRINCETON TWP Terhune Rd. Main Replacement $ 192,000 Replace 9 8 Ductile Iron CI Safety and Reliability/Structural 9373 Central Operating Area PRINCETON TWP Leigh Ave. Main Replacement $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 9374 Central Operating Area PRINCETON TWP Western Way Main Replacement $ 204,000 Replace 1,020 8 Ductile Iron CI Safety and Reliability/Structural 9375 Central Operating Area PRINCETON TWP Southern Way Main Replacement $ 200,000 Replace 1,000 8 Ductile Iron CI Safety and Reliability/Structural 9379 Central Operating Area PRINCETON TWP Harrison Ln. Main Replacement $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 9394 Central Operating Area PRINCETON TWP Riverside Dr. East Main Replacement $ 300,000 Replace 1,500 8 Ductile Iron CI Safety and Reliability/Structural 9398 Central Operating Area PRINCETON TWP Howe Circle Main Replacement $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 1 Central Operating Area RARITAN BOROUGH Raritan Boro Church old 4" w/ many taps and 1 hyd $ 54, Replace Ductile Iron System Flows and Pressure 30 2 Central Operating Area RARITAN BOROUGH Raritan Boro Coddington Streetold 4" w/ many taps and 1 hyd $ 100, Replace Ductile Iron System Flows and Pressure 3 Central Operating Area RARITAN BOROUGH Raritan Boro Colfax Streetold 4" w/ many taps and 1 hyd $ 80, Replace Ductile Iron System Flows and Pressure 30 4 Central Operating Area RARITAN BOROUGH Raritan Boro Second Streetold 4" w/ many taps and 1 hyd $ 100, Replace Ductile Iron System Flows and Pressure 22 Central Operating Area RARITAN BOROUGH Raritan Orlando Drive $ 200, Replace Ductile Iron Safety and Reliability/Structural 55 Central Operating Area RARITAN BOROUGH Thompson St Main Replacement $ 250, Replace 0 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5780 Central Operating Area RARITAN BOROUGH Reimer Street Main Replacement $ 150, Replace 6 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5783 Central Operating Area RARITAN BOROUGH Frederick St Main Replacement $ 100, Replace Ductile Iron 1920's 4 Cast Iron Safety and Reliability/Structural Central Operating Area RARITAN BOROUGH Anderson St Main replacement $ 325,000 Replace 1,035 8 Ductile Iron 4 CI Safety and Reliability/Structural 2017Q Central Operating Area RARITAN BOROUGH Greenholm St. Main Replacement $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area RARITAN BOROUGH First Avenue Main Replacement $ 400,000 Replace 1,400 8 Ductile Iron 1930's 8 Cast Iron Safety and Reliability/Structural 5782 Central Operating Area RARITAN BOROUGH First Avenue Main Replacement $ 450,000 Replace 1, Ductile Iron Safety and Reliability/Structural 9475 Central Operating Area RARITAN BOROUGH Second St Main replacement $ 118,000 Replace Ductile Iron DI System Flows and Pressure Central Operating Area RARITAN TWP Harrison Street South/ 629 Main Replacement $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 2019Q4 75 Central Operating Area READINGTON TWP Rt 202 Steel Main upgrade $ 500, Rehab Ductile Iron DI Safety and Reliability/Structural Central Operating Area READINGTON TWP Rt 202 Brides Main Rehabilitation $ 0, Rehab 6 16 Other DI Safety and Reliability/Structural 7356 Central Operating Area READINGTON TWP Readington Road Main Relocation $ 50,000 Replace Ductile Iron Safety and Reliability/Structural Southwest Operating Area RIVERSIDE Riverside 4th Avenue South Fairview Street to Rancocas Avenue $ 380, Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural 5922 Southwest Operating Area RIVERSIDE Riverside Heulings Avenue New Jersey Avenue to Washington Street $ 494,000 Replace 2,0 8 Ductile Iron 1930's 4 Cast Iron Water Quality 2020Q4 Page 52 of 66

227 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Riverside North Chester Avenue, River Drive, Moroe Street, American RIVERSIDE 8580 Southwest Operating Area Legion Drive, Jefferson Drive, Polk Street $ 19,266,000 Replace 9,428 8 Ductile Iron 19 8 AC Safety and Reliability/Structural Riverside Grant St, Weeks, Ave, Park Ave, Paint St, Howard St, RIVERSIDE Washington St, Lee St, Spring Garden St, Middleton St Between South 8825 Southwest Operating Area Fairview Street to Bridgeboro Street $ 1,957,000 Replace 10,274 8 Ductile Iron CI Safety and Reliability/Structural Riverside Filmore St, Taylor St, Leach St Between Clay Street to RIVERSIDE 8828 Southwest Operating Area Burke Street $ 1,356,0 Replace 7,130 8 Ductile Iron 19 6 CI Safety and Reliability/Structural Riverside Second St, New Jersey Ave, Heulings Ave, Cleveland Ave, RIVERSIDE Delaware Ave Between New Jersey Ave to Seventh St to South 8829 Southwest Operating Area Chester Ave $ 3,138,800 Replace 16,503 8 Ductile Iron CI Safety and Reliability/Structural Polk Street, Madison Street, Jefferson Street, Monroe Street, Fairview RIVERSIDE 8930 Southwest Operating Area Street $ 750,000 Replace 3,883 8 Ductile Iron CI System Flows and Pressure 366 Southwest Operating Area RIVERTON Riverton Bank Avenue Lippincott Avenue to Howard Street $ 323, Replace Ductile Iron 1910's 4 Steel Safety and Reliability/Structural 367 Southwest Operating Area RIVERTON Riverton Lippincott Avenue 4th to Broad $ 209, Replace Ductile Iron Water Quality 430 Southwest Operating Area RIVERTON Riverton Elm Terrace Broad Street to Park Ave $ 475, Replace Ductile Iron System Flows and Pressure 431 Southwest Operating Area RIVERTON Riverton Linden Avenue South Broad Street to 7th Street $ 228, Replace 0 8 Ductile Iron 1920's 4 Concrete System Flows and Pressure 432 Southwest Operating Area RIVERTON Riverton Thomas Avenue Broad Street to Park Avenue $ 342, Replace Ductile Iron 1920's 4 Concrete System Flows and Pressure 433 Southwest Operating Area RIVERTON Riverton Lippincott Avenue, Broad to 7th $ 162, Replace Ductile Iron System Flows and Pressure 434 Southwest Operating Area RIVERTON Riverton Harrison Avenue, Thomas to Lippencott $, Replace Ductile Iron System Flows and Pressure 435 Southwest Operating Area RIVERTON Riverton Linden Avenue Midway Avenue to Park Avenue $ 95, Replace Ductile Iron 1920's 4 Concrete System Flows and Pressure 436 Southwest Operating Area RIVERTON Riverton 8th Street Main Street to Thomas Avenue $ 171, Replace 0 8 Ductile Iron 1920's 4 Concrete System Flows and Pressure 437 Southwest Operating Area RIVERTON Riverton Midway Avenue Main Street to Elm Terrace $ 304, Replace 10 8 Ductile Iron 1920's 4 Concrete System Flows and Pressure 438 Southwest Operating Area RIVERTON Riverton Elm Avenue Second Street to Broad Street $ 204, Replace Ductile Iron System Flows and Pressure 439 Southwest Operating Area RIVERTON Riverton Cinnaminson Street 2nd to Broad Street $ 84, Replace Ductile Iron System Flows and Pressure 440 Southwest Operating Area RIVERTON Riverton 3rd Street Howard to Main $ 48, Replace Ductile Iron System Flows and Pressure Southwest Operating Area RIVERTON Riverton Penn Street Bank Avenue to 4th Street $ 266, Replace Ductile Iron 1920's 4 Concrete System Flows and Pressure 443 Southwest Operating Area RIVERTON Riverton Thomas Avenue Bank Avenue to Broad Street $ 570, Replace Ductile Iron 1920's 4 Concrete System Flows and Pressure 444 Southwest Operating Area RIVERTON Riverton Linden Avenue Bank Avenue to Broad Street $ 475, Replace Ductile Iron 1920's 4 Concrete System Flows and Pressure 526 Southwest Operating Area RIVERTON Riverton Main Street Broad Street/RR Tracks to 7th Street $ 154, Replace Ductile Iron Pre 10 6 Galvanized Steel Safety and Reliability/Structural 5663 Southwest Operating Area RIVERTON Riverton 2nd Street Morgan to Linden $ 85, Replace Ductile Iron Water Quality 5923 Southwest Operating Area RIVERTON Riverton 7th Street Cedar Street to Lincoln Avenue $ 570, Replace Ductile Iron Pre 10 4 Concrete Water Quality Riverton Cedar Street, 9th Street and 10th Street HRV 47 to 7112 Southwest Operating Area RIVERTON Woodside Lane $ 5,719, Replace Ductile Iron Safety and Reliability/Structural 7532 Southwest Operating Area RIVERTON Riverton 10th Street $,000 Replace 5 8 Ductile Iron 19 6 AC Water Quality 2020Q4 442 Southwest Operating Area RIVERTON Riverton 3rd Street Penn Street to Church Lane $ 62,700 Replace Ductile Iron 1920's 6 Concrete System Flows and Pressure Southwest Operating Area RIVERTON Laurel Road $ 1,000 Replace Ductile Iron 19 6 AC Safety and Reliability/Structural 2 Central Operating Area ROSELLE BOROUGH Roselle East 2nd Prospect to Park $ 117, Replace Ductile Iron Safety and Reliability/Structural 291 Central Operating Area ROSELLE BOROUGH Roselle East ThirdProspect to Park $ 243,3.00 Replace Ductile Iron Safety and Reliability/Structural Roselle Sherman Avenue at Allison Rd Replace 2" main and tie into Central Operating Area ROSELLE BOROUGH existing 6" CIL. $ 54, Replace Ductile Iron System Flows and Pressure 807 Central Operating Area ROSELLE BOROUGH Roselle Flood Control replacement $ 195, Replace Ductile Iron Relocation/Opportunity 5242 Central Operating Area ROSELLE BOROUGH 5th Ave. From Kaplan St. to Dietz St. $ 121, Replace 0 8 Ductile Iron #N/A #N/A #N/A Safety and Reliability/Structural 5243 Central Operating Area ROSELLE BOROUGH 6th Ave. From Kaplan St. to Dead End $ 262,0.00 Replace Ductile Iron 1910's 6 Cast Iron Safety and Reliability/Structural 5244 Central Operating Area ROSELLE BOROUGH Hory Street from Trinity Place to 6th Ave $ 222, Replace Ductile Iron Safety and Reliability/Structural 5277 Central Operating Area ROSELLE BOROUGH Dietz Street WMR From 5th Ave. to 6th Ave. $ 131, Replace Ductile Iron Relocation/Opportunity 5278 Central Operating Area ROSELLE BOROUGH Kaplan Street WMR from 5th Ave to Dead End $ 181, Replace 0 8 Ductile Iron Relocation/Opportunity 7504 Central Operating Area ROSELLE BOROUGH Sheridan Ave. ( 1st Ave. to St. George Ave. ) $ 1,084, Replace Ductile Iron CI System Flows and Pressure 7699 Central Operating Area ROSELLE BOROUGH Various Streets for Cleaning & Lining $ 1,500,000 Rehab 5,000 6 Cast Iron CI System Flows and Pressure 2017Q Central Operating Area ROSELLE BOROUGH Hamilton St. ( E. 1st & E. 2nd ) $ 78,750 Replace Ductile Iron CI System Flows and Pressure Q Central Operating Area ROSELLE BOROUGH Linden Rd. $ 204,250 Replace Ductile Iron CI System Flows and Pressure 2017Q Central Operating Area ROSELLE BOROUGH Locust St. ( Btw. 1st & 2nd ) $ 107,500 Replace Ductile Iron 19 6 CI System Flows and Pressure 2018Q Central Operating Area ROSELLE BOROUGH Drake Ave. $ 150,500 Replace Ductile Iron 4 CI System Flows and Pressure 2018Q4 94 Central Operating Area ROSELLE PARK BOROUGH Magie Avenue/AvonReplace 4"/2" main Paved yr mor $ 180, Replace Ductile Iron System Flows and Pressure 95 Central Operating Area ROSELLE PARK BOROUGH Roselle Park Pershing Avenue Paved yr mor $ 180, Replace Ductile Iron Safety and Reliability/Structural 97 Central Operating Area ROSELLE PARK BOROUGH Roselle Park East Clay Avebetween chestnut and walnut $ 144, Replace 0 8 Ductile Iron System Flows and Pressure 98 Central Operating Area ROSELLE PARK BOROUGH Roselle Park Charles Streetbetween chestnut and walnut $ 176, Replace Ductile Iron System Flows and Pressure 292 Central Operating Area ROSELLE PARK BOROUGH East Westfield AveFrom Gallopping Hill Roat to Fatoite Ave $ 1,503, Replace Ductile Iron Safety and Reliability/Structural 295 Central Operating Area ROSELLE PARK BOROUGH Roselle Park Columbus Place $ 108, Replace 0 8 Ductile Iron System Flows and Pressure 296 Central Operating Area ROSELLE PARK BOROUGH Roselle Park Dalton Street Paved yr mor $ 162, Replace 0 8 Ductile Iron System Flows and Pressure 852 Central Operating Area ROSELLE PARK BOROUGH Roselle Park E. Grant Ave. from Pershing Ave. to Chestnut St. $ 250, Replace Ductile Iron 1910's 6 Cast Iron Relocation/Opportunity 7028 Central Operating Area ROSELLE PARK BOROUGH Ashwood Ave. ( W. Colfax to Amsterdam ) $ 177, Replace Ductile Iron 1940's 6 Cast Iron System Flows and Pressure 7032 Central Operating Area ROSELLE PARK BOROUGH W. Webster Ave. ( Myrtle to laurel ) $ 205, Replace Ductile Iron 1910's 6 Cast Iron System Flows and Pressure Roselle Park Roosevelt Place Paved yr morbetween Lincoln ROSELLE PARK BOROUGH 96 Central Operating Area and Webster $ 108,000 Replace 0 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 2018Q Central Operating Area ROSELLE PARK BOROUGH W. Lincoln Ave. ( Faitoute to Laurel ) $ 262,0 Replace 1,313 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2018Q Central Operating Area ROSELLE PARK BOROUGH Colonial Rd. ( Bender to Ragland ) $ 102,0 Replace Ductile Iron 19's 4 Cast Iron System Flows and Pressure 2019Q Central Operating Area ROSELLE PARK BOROUGH Bender Ave. ( E. Lincoln to E. Grant ) $ 171,400 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area ROSELLE PARK BOROUGH W. Colfax Ave. ( Laurel to Chestnut ) $ 543,800 Replace 2,719 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2019Q Central Operating Area ROSELLE PARK BOROUGH Charlotte Terr. ( from E. Grant to Dead End ) $ 230,910 Replace 1,085 8 Ductile Iron CI System Flows and Pressure 9309 Central Operating Area ROSELLE PARK BOROUGH Madison Ave. ( from Galloping Hill to Charlotte ) $ 163,830 Replace Ductile Iron CI System Flows and Pressure 9310 Central Operating Area ROSELLE PARK BOROUGH Markthaler Pl. ( from Galloping Hill to Charlotte ) $ 141,255 Replace Ductile Iron CI System Flows and Pressure 9311 Central Operating Area ROSELLE PARK BOROUGH Colonial Rd. & Ragland Dr. $ 305,515 Replace 1,398 8 Ductile Iron CI System Flows and Pressure 9322 Central Operating Area ROSELLE PARK BOROUGH Pinewood Ave. ( from Woodside to Dead End ) $ 125,775 Replace Ductile Iron CI System Flows and Pressure 9323 Central Operating Area ROSELLE PARK BOROUGH Oak St. ( Woodside to Pinewood ) $ 92,020 Replace Ductile Iron CI System Flows and Pressure Central Operating Area ROSELLE PARK BOROUGH Woodside Ave. ( Valley to Pinewood ) $ 117,175 Replace Ductile Iron CI System Flows and Pressure 9325 Central Operating Area ROSELLE PARK BOROUGH Beachwood Ave. ( W. Lincoln to W. Webster ) $ 135,665 Replace Ductile Iron CI System Flows and Pressure 9327 Central Operating Area ROSELLE PARK BOROUGH Jerome St. ( W. Westfield Ave. to Beachwood ) $ 289,820 Replace 1,437 8 Ductile Iron CI System Flows and Pressure 9328 Central Operating Area ROSELLE PARK BOROUGH Valley Rd. ( W. Westfield to Beachwood ) $ 367,865 Replace 1,736 8 Ductile Iron CI System Flows and Pressure 9329 Central Operating Area ROSELLE PARK BOROUGH Amsterdam Ave. ( W. Webster to W. Lincoln ) $ 154,370 Replace Ductile Iron CI System Flows and Pressure 9330 Central Operating Area ROSELLE PARK BOROUGH Oakwood Ave. ( W. Lincoln to W. Colfax ) $ 129,215 Replace Ductile Iron CI System Flows and Pressure Page 53 of 66

228 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 256 Coastal Operating Area RUMSON Rumson Ward Lane (from E River to Ave Rivers) $, Replace Ductile Iron Safety and Reliability/Structural 587 Coastal Operating Area RUMSON Rumson Lincoln Ave, from Ward to Waterman $, Replace 0 8 Ductile Iron Safety and Reliability/Structural 5759 Coastal Operating Area RUMSON Replace 2" CI main Woods Lane Rumson $ 65, Replace Ductile Iron Safety and Reliability/Structural 5806 Coastal Operating Area RUMSON Tennis Court Ln Main Replacement $ 165, Replace Ductile Iron 1940's 2 Cast Iron Safety and Reliability 9332 Coastal Operating Area RUMSON Bay Street $ 50,000 Replace 7 8 Ductile Iron CI Relocation/Opportunity 2017Q Coastal Operating Area RUMSON Avenue of Two Rivers Highland to Bay $ 210,000 Replace 1,312 8 Ductile Iron CI Looping 2017Q Coastal Operating Area RUMSON Rumson Cleaning and Lining 2018 $ 2,200,000 Rehab 213,125 8 Other CI Safety and Reliability/Structural 6499 Coastal Operating Area RUMSON Center Street Main Replacement $ 115,000 Replace PVC 1920's 2 Galvanized Steel Safety and Reliability 7498 Coastal Operating Area RUMSON Holly Street Main Replacement $ 150,000 Replace 1,200 8 Ductile Iron System Flows and Pressure 7502 Coastal Operating Area RUMSON Allen Street Main Replacement $ 200,000 Replace 2,100 8 Ductile Iron System Flows and Pressure 8033 Coastal Operating Area RUMSON William St. 2"CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area RUMSON Oakwood Ln. 2" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8036 Coastal Operating Area RUMSON Cherry Ln. 2" CI $ 164,000 Replace Ductile Iron CI Safety and Reliability/Structural 8037 Coastal Operating Area RUMSON Bingham Ave. 6" CI BTWN N. Cherry Ln & Ridge Rd. $ 244,000 Replace 1,220 8 Ductile Iron CI Safety and Reliability/Structural 8038 Coastal Operating Area RUMSON Black Point Rd. 6" CI BTWN Bingham Ave. & Terminus $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area RUMSON Washington St. 4" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8040 Coastal Operating Area RUMSON Hunt St. 2" CI $ 40,000 Replace Ductile Iron CI Sustained Economic Growth Coastal Operating Area RUMSON Bingham Ave. 2" CI BTWN Hunt ST. & Oak Tree Lane $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area RUMSON Black Point Rd 1.25" GALV & 2" CI & 6 " CI $ 280,000 Replace 1,400 8 Ductile Iron GALV Safety and Reliability/Structural 8043 Coastal Operating Area RUMSON Highland Ave. 2" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 8044 Coastal Operating Area RUMSON Rosalie Ave. 2" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 8045 Coastal Operating Area RUMSON Island Rd. 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area RUMSON Cedar Ave. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8047 Coastal Operating Area RUMSON Blossom Rd. 2" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8048 Coastal Operating Area RUMSON Robin Rd. 2" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 8049 Coastal Operating Area RUMSON Robin Rd. 2" CI & 6" CI $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 8050 Coastal Operating Area RUMSON Tulip Tree Ln. 2" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8051 Coastal Operating Area RUMSON Pond Rd. 2" CI $ 180,000 Replace 0 8 Ductile Iron 19 2 CI Safety and Reliability/Structural 8052 Coastal Operating Area RUMSON Oyster Bay Dr. 2" CI $ 500,000 Replace 2,500 8 Ductile Iron CI Safety and Reliability/Structural 8053 Coastal Operating Area RUMSON Horatius Way 2" CI $ 64,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area RUMSON Bellevue Ave. 4" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 8055 Coastal Operating Area RUMSON Laurel Ln. 2" CI & 6" AC $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 8056 Coastal Operating Area RUMSON Elm Ln. 2" CI $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 8057 Coastal Operating Area RUMSON Linden Ln. 2" CI $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 8183 Coastal Operating Area RUMSON Buttonwood Ln. 4" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8184 Coastal Operating Area RUMSON Wardell Ave. 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 368 Southwest Operating Area RUNNEMEDE Runnemede Chestnut Avenue Oak to Garden $ 105, Replace Ductile Iron Safety and Reliability/Structural Runnemede Clements Bridge Road (South) Irish Hill Road to Linsdey 7378 Southwest Operating Area RUNNEMEDE Avenue $ 400, Replace Ductile Iron Safety and Reliability Runnemede Irish Hill Road and High Street East Clements Bridge RUNNEMEDE 55 Southwest Operating Area Road to Dead End $ 351,500 Replace 1, Ductile Iron 19's 6 Cast Iron System Flows and Pressure 5971 Southwest Operating Area RUNNEMEDE Runnemede West 1st Avenue North Black Horse Pike to VRU $ 70,500 Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 30 Runnemede South Oakland Avenue and Charles Avenue Clements RUNNEMEDE 7224 Southwest Operating Area Bridge Road (RT 41) to Evesham Road (CR 544) $ 300,200 Replace 1,580 8 Ductile Iron Safety and Reliability/Structural Runnemede Read Avenue, Phillips Avenue, Shisler Circle and Walter RUNNEMEDE 8680 Southwest Operating Area Avenue $ 824,0 Replace 2,998 8 Ductile Iron AC Safety and Reliability/Structural Runnemede Schubert Avenue, Blanchard Avenue, and St. Charles RUNNEMEDE 8685 Southwest Operating Area Place $ 836,000 Replace 4,080 8 Ductile Iron AC Safety and Reliability/Structural Runnemede Patricia Lane, Ardmore Avenue, Mitchell Avenue, RUNNEMEDE Harding Avenue, Johnson Avenue, Knight Avenue, Royal Terrace, and 8686 Southwest Operating Area Paul Place $ 1,854,400 Replace 9,7 8 Ductile Iron AC Safety and Reliability/Structural Runnemede Haverford Road, Lindsay Avenue, and Washington RUNNEMEDE 8687 Southwest Operating Area Avenue $ 870,200 Replace 4,580 8 Ductile Iron CI Safety and Reliability/Structural 293 Central Operating Area SCOTCH PLAINS TWP Scotch Plains Cooper RoadFrom Martine to Terrill Road $ 495, Replace Ductile Iron Safety and Reliability/Structural 310 Central Operating Area SCOTCH PLAINS TWP Scotch Plains Rehab $ 2,325, Rehab Other 1920's 6 Cast Iron System Flows and Pressure 806 Central Operating Area SCOTCH PLAINS TWP Scotch Plains Replacement of five lengths of 48" PCCP main $ 475, Replace Ductile Iron Safety and Reliability/Structural 30 Scotch Plains Algonquin Ave. From Hetfield Ave. to Dead End ( 5279 Central Operating Area SCOTCH PLAINS TWP Highview Ct. ) $ 370, Replace Ductile Iron System Flows and Pressure 5280 Central Operating Area SCOTCH PLAINS TWP Scotch Plains Princeton Ave.( 1 ) From Hetfield Ave. to South Ave. $ 241,5.00 Replace Cast Iron System Flows and Pressure 5281 Central Operating Area SCOTCH PLAINS TWP Scotch Plains Princeton Ave.( 2 ) From Highview Ct. to Dead End $ 117, Replace 0 8 Ductile Iron System Flows and Pressure 5491 Central Operating Area SCOTCH PLAINS TWP Sky Top Dr. ( Crest La. to Tanager La. ) $ 314, Replace Ductile Iron #N/A #N/A #N/A System Flows and Pressure 5492 Central Operating Area SCOTCH PLAINS TWP Winding Brook Way $ 8, Replace Ductile Iron 19's 6 Cast Iron System Flows and Pressure 7061 Central Operating Area SCOTCH PLAINS TWP Fairway Ct. ( Lake Ave. to Cul De Sac ) $ 207, Replace Ductile Iron 19's 6 Cast Iron System Flows and Pressure 6613 Central Operating Area SCOTCH PLAINS TWP Park Ave. ( Route 22 to Portland ) $ 841,275 Replace 3, Ductile Iron 10's None Selected Cast Iron System Flows and Pressure 2019Q Central Operating Area SCOTCH PLAINS TWP Evergreen Ave. ( From Portland Ave. to Jerusalem Rd. Reservior ) $ 5,019,000 Replace 4, Ductile Iron CEM Safety and Reliability/Structural 2020Q Central Operating Area SCOTCH PLAINS TWP Morse & Jerusalem Rd. $ 5,257,0 Replace 6, Ductile Iron CEM Safety and Reliability/Structural 9484 Central Operating Area SCOTCH PLAINS TWP Birch St. ( Loop around and tie back in ) $ 35,000 Replace Ductile Iron CI Looping Coastal Operating Area SEA BRIGHT Sea Bright Center St. From Ocean to Terminus Additional Paving $, Replace 0 6 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 5653 Coastal Operating Area SEA BRIGHT Ocean Ave (Rt 36) Main Replacement North $ 1,750, Replace Ductile Iron 1920's 8 Cast Iron Safety and Reliability 7357 Coastal Operating Area SEA BRIGHT replace 2" main on Willow Way off Route 36 $ 189, Replace PVC Safety and Reliability/Structural 8163 Coastal Operating Area SEA BRIGHT Shrewsbury Way 2" GALV $,000 Replace Ductile Iron GALV Safety and Reliability/Structural Coastal Operating Area SEA BRIGHT Shrewsbury Way Main Replacement $,000 Replace Ductile Iron 1920's 2 Cast Iron Safety and Reliability Coastal Operating Area SEA BRIGHT Center Street Main Repalcement $ 77,250 Replace Ductile Iron 1920's 2 Cast Iron Safety and Reliability 5911 Coastal Operating Area SEA BRIGHT Ocean Ave (Rt 36) Main Replacement South $ 1,000,000 Replace 2, Ductile Iron 1920's 8 Cast Iron Safety and Reliability/Structural 5974 Coastal Operating Area SEA BRIGHT Water main replacement\rehab between Rumson and Sea Bright $ 1,000,000 Replace Other 1950's 16 PCCP Safety and Reliability/Structural 8156 Coastal Operating Area SEA BRIGHT Island View Way 2" CI & 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8157 Coastal Operating Area SEA BRIGHT Long View Way 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SEA BRIGHT Garden Way 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SEA BRIGHT Marius Ln. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural 30 Page 54 of 66

229 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 81 Coastal Operating Area SEA BRIGHT E New St. 4" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SEA BRIGHT Church St. 4" CI, 2.25" CI & 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8162 Coastal Operating Area SEA BRIGHT E. Church St. $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SHREWSBURY Replace 3" main on Shadow Brook Road $ 131,000 Replace Ductile Iron 1920's 3 Galvanized Steel Safety and Reliability/Structural 8137 Coastal Operating Area SHREWSBURY Patterson Ct. 2" CI $ 164,000 Replace Ductile Iron CI Safety and Reliability/Structural 8138 Coastal Operating Area SHREWSBURY Alameda Ct. 2" CI & 6" AC $ 300,000 Replace 1,500 8 Ductile Iron AC Safety and Reliability/Structural 8139 Coastal Operating Area SHREWSBURY Allen St. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8140 Coastal Operating Area SHREWSBURY Glorney St. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SHREWSBURY Monroe Ave. 4" CI, 6" DI & 6" CI $ 280,000 Replace 1,400 8 Ductile Iron CI Safety and Reliability/Structural 8142 Coastal Operating Area SHREWSBURY Borden St. 2" CI $ 3,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 8143 Coastal Operating Area SHREWSBURY Sickles Pl. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8144 Coastal Operating Area SHREWSBURY Buttonwood Dr. 2" CI & 6" CI $ 380,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 8145 Coastal Operating Area SHREWSBURY Elm Ln. 2.25" CI & 6" CI $ 184,000 Replace Ductile Iron CI Safety and Reliability/Structural 8146 Coastal Operating Area SHREWSBURY Corn Ln. 2" GALV, 6" AC & 6" DI $ 140,000 Replace Ductile Iron GALV Safety and Reliability/Structural 8934 Coastal Operating Area SHREWSBURY Laurel Ct. 2" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Southwest Operating Area SOMERDALE Somerdale Ava Avenue, Cypress Avenue, Gloucester Avenue $ 350, Replace Ductile Iron 1950's 2.25 Cast Iron System Flows and Pressure Somerdale Beverly Drive and Beverly Court Beverly Driver to Oak Southwest Operating Area SOMERDALE Drive $ 76, Replace Ductile Iron Safety and Reliability/Structural Somerdale Beverly Drive, Burbank Drive, Burbank Court Sunset 7372 Southwest Operating Area SOMERDALE Drive to Pasadena Drive $ 320, Replace Ductile Iron Safety and Reliability/Structural 7391 Southwest Operating Area SOMERDALE Vassar Avenue and Harvard Avenue $ 266, Replace Ductile Iron Safety and Reliability/Structural 7567 Southwest Operating Area SOMERDALE Somerdale Pasadena Dr $ 375, Replace Ductile Iron AC Relocation/Opportunity 7711 Southwest Operating Area SOMERDALE Sunset Drive $ 140,000 Replace Ductile Iron AC Relocation/Opportunity 2017Q4 369 Southwest Operating Area SOMERDALE Somerdale Somerdale Road Under railroad crossing $ 40,000 Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability Q Southwest Operating Area SOMERDALE Somerdale Arlmay Avenue North Warwick Road to Dead End $ 110,200 Replace Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure 5948 Southwest Operating Area SOMERDALE Somerdale Cedar Avenue North White Horse Pike to Dead End $ 338,200 Replace 1,780 8 Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure Somerdale Warwick Road (CR Atlantic Avenue (CR 727) SOMERDALE 7216 Southwest Operating Area Railroad Crossing $ 200,000 Replace Ductile Iron Safety and Reliability/Structural 8029 Southwest Operating Area SOMERDALE Pennsylvania Avenue $ 150,000 Replace Ductile Iron AC Relocation/Opportunity 8534 Southwest Operating Area SOMERDALE Somerdale Farndale Road, Sylvan Road, and Tait Road $ 516,800 Replace 2,720 8 Ductile Iron AC Safety and Reliability/Structural Somerdale N Warwick Road, Arlmay Avenue, Marlyn Avnue, Arsley SOMERDALE 8537 Southwest Operating Area Avenue, and Catalina Court $ 995,0 Replace 5,240 8 Ductile Iron AC Safety and Reliability/Structural Somerdale Mildred Avenue, Valley Drive, Glendale Drive, Willow Way SOMERDALE 8571 Southwest Operating Area and Catalina Drive $ 995,0 Replace 5,240 8 Ductile Iron AC Safety and Reliability/Structural Somerdale Oakland Avenue, Chestnut Avenue, Cedar Avenue, SOMERDALE 8572 Southwest Operating Area Browning Avenue N, and Parkview Avenue $ 915,800 Replace 4,820 8 Ductile Iron AC Safety and Reliability/Structural 8917 Southwest Operating Area SOMERDALE Somerdale RRX at W Somerdale Road and E Atlantic Avenue $ 200,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Southwest Operating Area SOMERDALE W Evergreen Avenue & Magnolia Avenue $ 700,000 Replace 3,650 8 Ductile Iron 19 6 CI Relocation/Opportunity 8920 Southwest Operating Area SOMERDALE Somerdale RRX at Ardsley Avenue and E Atlantic Avenue $ 200,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SOMERS POINT Groveland Avenue between Shore Road and Sunny Avenue $ 92, Replace 5 12 Ductile Iron Safety and Reliability/Structural 5639 Coastal Operating Area SOMERS POINT Groveland Avenue between Sunny Avenue and Bay Avenue $, Replace Ductile Iron Safety and Reliability/Structural 5640 Coastal Operating Area SOMERS POINT Sunny Avenue between Groveland Avenue and Maryland Avenue $ 56, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area SOMERS POINT Delaware Avenue between Shore Road and Bay Avenue $ 115, Replace Ductile Iron Safety and Reliability Replace 8" main with 12" DI in Maryland Avenue Between Bay SOMERS POINT 185 Coastal Operating Area Avenue & Launch Avenue (AC B 4D) $ 167,500 Replace Ductile Iron 1970's 8 Cast Iron System Flows and Pressure 2017Q Coastal Operating Area SOMERS POINT Harbor Lane (Between Shore Road Sunny Avenue) $ 105,000 Replace Ductile Iron CI System Flows and Pressure 5642 Coastal Operating Area SOMERS POINT Pierson Avenue from Sunny Avenue to 230' feet east of Sunny Avenue $ 32,200 Replace Ductile Iron CI Safety and Reliability/Structural 30 4th Street from Tudor Terr to Rhode Island & Tudor Terr from 5th St to SOMERS POINT 6238 Coastal Operating Area 4th St $ 157,500 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Shore Road Between Connecticut Avenue & Bethel Road (AC B 4D) SOMERS POINT 181 Coastal Operating Area (Mort ended 2010) $ 110,000 Replace Ductile Iron 1940's 6 Ductile Iron System Flows and Pressure 182 Coastal Operating Area SOMERS POINT Shore Road Between Bethel Road & Maryland Avenue (AC B 4D) $ 302,500 Replace 1, Ductile Iron 1920's 6 Asbestos Cement System Flows and Pressure 183 Coastal Operating Area SOMERS POINT Maryland Avenue Between Shore Road & Sunset Avenue (AC B 4D) $ 72,500 Replace Ductile Iron 1970's 8 Cast Iron System Flows and Pressure Coastal Operating Area SOMERS POINT Maryland Avenue Between Sunset Avenue & Shore Road $ 207,500 Replace Ductile Iron 1970's 8 Ductile Iron System Flows and Pressure Coastal Operating Area SOMERS POINT Shore Road Between Maryland Avenue & Groveland Avenue $ 82,500 Replace Ductile Iron AC System Flows and Pressure Coastal Operating Area SOMERS POINT Shore Road Between Groveland Avenue & Ocean Heights Avenue $ 805,000 Replace 3, Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5641 Coastal Operating Area SOMERS POINT Sunny Avenue between Groveland Avenue and Pierson Avenue $ 145,0 Replace 1,121 8 Ductile Iron 19 6 CI System Flows and Pressure 10th from Laurel to New York, Dobbs Ave from 10th Street to Well and SOMERS POINT 6231 Coastal Operating Area New York from 10th to Route 9 and tie into 9th Street $ 487,500 Replace 1,950 8 Ductile Iron 19 6 CI Safety and Reliability/Structural 6232 Coastal Operating Area SOMERS POINT 1st Street replacement from Connecticut to Rhode Island $ 110,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SOMERS POINT 1st Street replacement from Johnson to Dawes $ 169,200 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural 2nd Street replacement from Rhode Island to Connecticut, Rhode SOMERS POINT 6235 Coastal Operating Area Island from 1st to 4th St and Connecticut from 1st to 2nd $ 212,500 Replace 1,820 8 Ductile Iron CI Safety and Reliability/Structural 6237 Coastal Operating Area SOMERS POINT 4th Street replacement from Dobbs to W. New Jersey Avenue $ 62,0 Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural Coastal Operating Area SOMERS POINT 5th replacement from New York to Rhode Island $ 142,000 Replace Ductile Iron 19 6 AC Safety and Reliability/Structural 6241 Coastal Operating Area SOMERS POINT 6th Street replacement from New York to Massachusetts Ave $ 2,000 Replace HDPE 19 6 CI Safety and Reliability/Structural 6313 Coastal Operating Area SOMERS POINT Village Drive between Lantern Lane and US Route 9 $ 665,170 Replace 3, Ductile Iron AC Safety and Reliability/Structural 6314 Coastal Operating Area SOMERS POINT Dogwood Lane between Village Drive and S Laurel Drive $,000 Replace Ductile Iron 19 8 CI System Flows and Pressure Coastal Operating Area SOMERS POINT Violet Lane between S. Laurel Drive and W. Laurel Drive $ 208,200 Replace 1, Ductile Iron 1950's 8 Asbestos Cement Safety and Reliability/Structural 6316 Coastal Operating Area SOMERS POINT Ambler Road between W. Laurel Drive and W. Groveland Avenue $ 775,000 Replace 3, Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 6317 Coastal Operating Area SOMERS POINT W. Groveland Avenue between Ambler Road to US Route 9 $ 400,000 Replace 1, Ductile Iron 19 8 CI Safety and Reliability/Structural 6463 Coastal Operating Area SOMERS POINT Maryland Ave between Shore Road and Bethel Road $ 250,000 Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6464 Coastal Operating Area SOMERS POINT Marks Road between Rhode Island Ave (SP Tank) and Maryland Ave $ 387,500 Replace 1, Ductile Iron 19 8 CI Safety and Reliability/Structural E. Laurel Dr & E. Village Dr between Braddock Dr and 10th St (Dobbs SOMERS POINT 6519 Coastal Operating Area Well) $ 748,800 Replace 2, Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6520 Coastal Operating Area SOMERS POINT US Rt 9 between Village Drive South and MacArthur Blvd $ 432,000 Replace 1, Ductile Iron AC Safety and Reliability/Structural 6524 Coastal Operating Area SOMERS POINT US Rt 9 between Somers Point Mays Landing Road and S. Village Drive $ 498,000 Replace 1, Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6527 Coastal Operating Area SOMERS POINT S. Village Dr/Holly Hills between US Rt 9 and N. Village Dr $ 580,000 Replace 2,957 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 6530 Coastal Operating Area SOMERS POINT S. Village Dr between Holly Hills Dr and Dogwood Ln and Lantern Ln $ 491,500 Replace 1,966 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural Page 55 of 66

230 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6531 Coastal Operating Area SOMERS POINT N. Village Drive between Dogwood Dr and Holly Hills Dr $ 172,500 Replace 6 8 Ductile Iron Unknown 16 Unknown Safety and Reliability/Structural 6532 Coastal Operating Area SOMERS POINT S. Laurel Dr between Violet Lane and Rose Lane $ 75,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area SOMERS POINT Shore Road between New Jersey Ave and Connecticut Ave $ 2,000 Replace 1,924 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural Dogwood Drive between Laurel Dr and 10th St, Rose Lane and S Laurel SOMERS POINT 8403 Coastal Operating Area from Rose Ln to Dodwood Drive $ 6,000 Replace 2,640 8 Ductile Iron 19 6 AC Safety and Reliability/Structural 8404 Coastal Operating Area SOMERS POINT Bala Drive west of Ambler Road $ 915,000 Replace 3,654 8 Ductile Iron AC Safety and Reliability/Structural Colwick Dr west of Ambler Rd, Exton Rd south of Yale Blvd and Devon SOMERS POINT 8405 Coastal Operating Area Road $ 9,500 Replace 4,040 8 Ductile Iron AC Safety and Reliability/Structural Cliveden Avenue between Mays Landing Rd and Harlan Ave, Harland SOMERS POINT 8406 Coastal Operating Area Ave from Woodlawn Ave to Horter Ave $ 224,664 Replace 1,015 8 Ductile Iron AC Safety and Reliability/Structural Route 9 from Mays Landing Road to intersection of Atkinson Avenue SOMERS POINT 8408 Coastal Operating Area and Spruce Street $ 5,000 Replace 2,200 8 Ductile Iron 19 6 CI Safety and Reliability/Structural Holly Hills Dr from Rt 9 to Mays Landing Rd including Par Drive and E. SOMERS POINT 8409 Coastal Operating Area Village Dr $ 800,000 Replace 3,199 8 Ductile Iron CI Safety and Reliability/Structural Braddock Drive from Mac Arthur Blvd and Holly Hills Drive, Including SOMERS POINT 8410 Coastal Operating Area Braddock Avenue and Woodland Avenue $ 587,500 Replace 2,348 8 Ductile Iron CI Safety and Reliability/Structural Connecticut Avenue between Route 9 and 5th Street, Including 7th SOMERS POINT 8412 Coastal Operating Area Street North of Connecticut Ave $ 275,000 Replace 1,100 8 Ductile Iron CI Safety and Reliability/Structural New York Road between Route 9 and 4th Street, 4th and 7th Street SOMERS POINT both from New York to Connecticut and south on 5th Street from New 8413 Coastal Operating Area York $ 682,500 Replace 2,730 8 Ductile Iron AC Safety and Reliability/Structural Harbor Road from Sunny Ave to Bay Ave and Sunny Ave from Harbor SOMERS POINT 8415 Coastal Operating Area Rd to Connecticut Ave $ 235,000 Replace Ductile Iron CI System Flows and Pressure 8416 Coastal Operating Area SOMERS POINT Gibbs Avenue from Shore Road to the Great Egg Harbor Bay $ 380,000 Replace 1,517 8 Ductile Iron CI Safety and Reliability/Structural 8417 Coastal Operating Area SOMERS POINT Bay Avenue from Maryland Avenue to Pleasant Avenue $ 96,750 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area SOMERS POINT New York Road from Shore Road toward Bay Ave $ 205,500 Replace Ductile Iron 19 6 DI Safety and Reliability 8419 Coastal Operating Area SOMERS POINT New Jersey Avenue from Shore Road to Bay Avenue $ 215,000 Replace Ductile Iron CI Safety and Reliability/Structural 8420 Coastal Operating Area SOMERS POINT Somers Avenue from Shore Rd to Bay Avenue $ 169,750 Replace Ductile Iron CI System Flows and Pressure 8421 Coastal Operating Area SOMERS POINT Annie Avenue from Shore Road to Bay Ave $ 125,000 Replace Ductile Iron CI System Flows and Pressure Coastal Operating Area SOMERS POINT Massachusetts Avenue from Jefferson Avenue to 7th Street $ 155,000 Replace Ductile Iron CI Safety and Reliability/Structural Rhode Island Avenue from 7th Street to 4th Street and 7th Street from SOMERS POINT 8423 Coastal Operating Area Rhode Island to Jesse's Alley $ 286,250 Replace 1,415 8 Ductile Iron CI Safety and Reliability/Structural 8424 Coastal Operating Area SOMERS POINT De Feo Lane from Crestview Dr to Route 9 $ 225,500 Replace Ductile Iron 19 8 CI System Flows and Pressure Central Operating Area SOMERVILLE BOROUGH Bartine Avenue Main replacement $ 250, Replace 0 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 5423 Central Operating Area SOMERVILLE BOROUGH Loeser Ave Main Replacement $ 250, Replace 0 8 Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 6719 Central Operating Area SOMERVILLE BOROUGH Bartine Avenue Main Replacement $ 300, Replace 11 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 9138 Central Operating Area SOMERVILLE BOROUGH Codrington Pl. main replacement $ 225,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q Central Operating Area SOMERVILLE BOROUGH North Gaston Ave. Main Replacement $ 222,000 Replace 2,220 8 Ductile Iron CI Safety and Reliability/Structural 2018Q4 Veterans Memorial Drive 8" main replacement between New St and S. SOMERVILLE BOROUGH Central Operating Area Doughty Ave. $ 70,000 Replace 4 12 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2019Q Central Operating Area SOMERVILLE BOROUGH East High Street. Main Replacement $ 400,000 Replace 2,000 8 Ductile Iron CI Safety and Reliability/Structural 2019Q Central Operating Area SOMERVILLE BOROUGH Vanderveer Ave. Main Replacement $ 340,000 Replace 1,667 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Grant Ave. Main Replacement $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Fairmont Ave. Main Replacement $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Steele Ave. Main Replacement $ 168,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH E. Cliff St. Main Replacement $ 2,000 Replace 1,300 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Culver St. Main Replacement $ 3,000 Replace 1,800 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Catherine St. Main Replacement $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Sycamore St. Main Replacement $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Q Central Operating Area SOMERVILLE BOROUGH Madison St. Main Replacement $ 148,000 Replace Ductile Iron CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH Division St. Main Replacement $ 124,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2020Q Central Operating Area SOMERVILLE BOROUGH South Gaston Ave Main Replacement $ 250,000 Replace Ductile Iron 1920's 4 Cast Iron Safety and Reliability/Structural 5699 Central Operating Area SOMERVILLE BOROUGH Mechanic Strret Main Replacement $ 150,000 Replace 0 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5700 Central Operating Area SOMERVILLE BOROUGH Park Ave Main Replacement $ 225,000 Replace 0 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 5796 Central Operating Area SOMERVILLE BOROUGH Eastern Avenue Main Replacement $ 440,000 Replace 2,200 8 Ductile Iron 1920's 4 Cast Iron Safety and Reliability/Structural 5797 Central Operating Area SOMERVILLE BOROUGH North Clark Avenue Main Replacement $ 520,000 Replace 2,0 8 Ductile Iron 1930's 6 Unknown Safety and Reliability/Structural 5798 Central Operating Area SOMERVILLE BOROUGH North Richards Avenue Main Replacement $ 2,000 Replace 1,300 8 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural 79 Central Operating Area SOMERVILLE BOROUGH Davenport Street from W.Cliff Street to W Main Street $ 300,000 Replace 1, Ductile Iron CI System Flows and Pressure 24 Central Operating Area SOMERVILLE BOROUGH Somerville PHASE 2 Loeser Avenue $ 491,250 Replace 1,9 12 Ductile Iron CI System Flows and Pressure 29 Central Operating Area SOMERVILLE BOROUGH Somerville Union Avenue and William Street $ 745,500 Replace 2, Ductile Iron CI Safety and Reliability 31 Central Operating Area SOMERVILLE BOROUGH Somerville Grove Street from William Street to East Cliff Street $ 222,000 Replace Ductile Iron CI Safety and Reliability 5681 Central Operating Area SOUTH BRUNSWICK TWP Euclid Ave Main Replacement $ 200,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 2019Q Central Operating Area SOUTH BRUNSWICK TWP Heathcote Brook Rd Main replacement $ 250,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural 2019Q Central Operating Area SOUTH BRUNSWICK TWP Prospect St main replacement $ 150,000 Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural Q Central Operating Area SOUTH BRUNSWICK TWP Prospect St main replacement $ 150,000 Replace Ductile Iron 1920's 4 Cast Iron Safety and Reliability/Structural Q North Operating Area SOUTH ORANGE SOUTH ORANGE Summit Ave from Parker Ave to dead end $ 300,000 Replace 1,500 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 644 Central Operating Area SOUTH PLAINFIELD BOROUGH South Plainfield New Brunswick Ave Culvert Cherry Lane $ 150, Replace Ductile Iron Relocation/Opportunity Central Operating Area SOUTH PLAINFIELD BOROUGH Durham Avenue $ 178,8.00 Replace Ductile Iron Safety and Reliability Central Operating Area SOUTH PLAINFIELD BOROUGH South Plainfield Park Avenue Bridge Reconstruction $ 1,100,000 Replace Ductile Iron Unknown 36 PCCP Relocation/Opportunity Q North Operating Area SPRINGFIELD SPRINGFIELD Lenape Rd from Archbridge to Smithfield $ 1, Replace Ductile Iron 19's 6 Cast Iron Safety and Reliability 6895 North Operating Area SPRINGFIELD SPRINGFIELD Mohawk from Lenape to Milltown $ 200, Replace Ductile Iron 19's 6 Cast Iron Relocation/Opportunity 6896 North Operating Area SPRINGFIELD SPRINGFIELD Cayuga off Mohawk $ 61, Replace Ductile Iron 19's 6 Cast Iron Relocation/Opportunity North Operating Area SPRINGFIELD SPRINGFIELD Essex from Becker to Springfield $ 140, Replace Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity 7282 North Operating Area SPRINGFIELD Becker Road, from Lelak Ave. to VSP 750 $ 175, Replace Ductile Iron Safety and Reliability 6951 North Operating Area SPRINGFIELD SPRINGFIELD Stern from Springfield to Commerce $ 220,000 Replace 1,100 8 Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity 2017Q North Operating Area SPRINGFIELD SPRINGFIELD Shunpike Rd from Mountain Ave to I 78 $ 840,000 Replace 4,200 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area SPRINGFIELD SPRINGFIELD Colfax Rd from Denham to Short Hills Ave $ 270,000 Replace 1,350 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability 2019Q North Operating Area SPRINGFIELD SPRINGFIELD Severna Ave from Denham to Short Hills Ave $ 270,000 Replace 1,350 8 Ductile Iron 1940's 6 Cast Iron Relocation/Opportunity 2019Q North Operating Area SPRINGFIELD SPRINGFIELD Green Hill Rd from Tree Top to Highland $ 440,000 Replace 2,200 8 Ductile Iron 19's 6 Cast Iron Relocation/Opportunity 2019Q North Operating Area SPRINGFIELD SPRINGFIELD Becker from Lelak to south of Derby $ 200,000 Replace 1,000 8 Ductile Iron 1950's 6 Cast Iron Relocation/Opportunity 2019Q4 Page 56 of 66

231 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 6338 North Operating Area SPRINGFIELD Walnut St from Morris to Church Mall $ 116,000 Replace Ductile Iron 10's 0.75 Galvanized Steel Safety and Reliability 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Colonial Rd from Evergreen Rd to West End Ave $ 280,000 Replace 1,400 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Molter from Severna to Morris $ 100,000 Replace Ductile Iron 1940's 6 Cast Iron Relocation/Opportunity 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Marcy from Severna to Morris $,000 Replace 0 8 Ductile Iron 1920's 6 Cast Iron Relocation/Opportunity 2020Q North Operating Area SPRINGFIELD SPRINGFIELD Route 22 east and west $ 2,000,000 Replace 10,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 6934 North Operating Area SPRINGFIELD SPRINGFIELD Denham Rd from Donna Rd to Morrison Rd $ 220,000 Replace 1,100 8 Ductile Iron 1940's 6 Cast Iron Safety and Reliability/Structural 6939 North Operating Area SPRINGFIELD SPRINGFIELD Elmwood Ave / Cottler Ave from Milltown Rd $ 300,000 Replace 1,500 8 Ductile Iron 19's 6 Cast Iron Safety and Reliability/Structural 6935 North Operating Area SPRINGFIELD SPRINGFIELD Golf Oval from Mountain Ave $ 2,000 Replace 1,300 8 Ductile Iron 1970's 6 Cast Iron Safety and Reliability/Structural 6938 North Operating Area SPRINGFIELD SPRINGFIELD Sharon Rd from Highland Ave to Summit Rd $ 140,000 Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability/Structural 6856 North Operating Area SPRINGFIELD SPRINGFIELD Briar Hills Circle from Wentz Ave to Mountain Ave $ 0,000 Replace 3,000 6 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6858 North Operating Area SPRINGFIELD SPRINGFIELD Pitt Rd from Shunpike Rd to Mountain Ave $ 5,000 Replace 2,800 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6859 North Operating Area SPRINGFIELD SPRINGFIELD Riverside Dr from Cain St to Maple Ave $ 240,000 Replace 1,200 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6863 North Operating Area SPRINGFIELD SPRINGFIELD Skylark Rd from Tree Top Dr to Green Hill Rd $ 1,100,000 Replace 5,500 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 68 North Operating Area SPRINGFIELD SPRINGFIELD Riverside Dr from Cain St to Battlehill Ave $ 140,000 Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 7658 North Operating Area SPRINGFIELD SPRINGFIELD Baltusrol Way from Valley Court to Shunpike Road $ 336,375 Replace 1,528 8 Ductile Iron CI System Flows and Pressure 370 Southwest Operating Area STRATFORD Stratford Columbia Avenue White Horse Pike to Cornell $ 266, Replace Ductile Iron Safety and Reliability/Structural 371 Southwest Operating Area STRATFORD Stratford Parkview Road Sunnybrook to Overhill $ 684, Replace 30 8 Ductile Iron Safety and Reliability/Structural 5945 Southwest Operating Area STRATFORD Stratford Knoll Road and Knoll Court Parkview Road to Overhill Road $ 228, Replace 0 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 7175 Southwest Operating Area STRATFORD Stratford Winding Way Road WEST Hillside Road to Holly Road $ 570, Replace Ductile Iron CI Safety and Reliability/Structural 7176 Southwest Operating Area STRATFORD Stratford Winding Way Road EAST Bonnie Road to Longwood Drive $ 399, Replace Ductile Iron CI Safety and Reliability/Structural Stratford Hillcrest Road, Summit Road and Rolling Road Parkview 7362 Southwest Operating Area STRATFORD Road to Overhill ROad $ 530, Replace Ductile Iron Safety and Reliability/Structural Sunnybrook Road, Sunnybrook Court, Homestead Rd, Sleepy Hollow STRATFORD 7589 Southwest Operating Area Rd $ 0,000 Replace 4,664 8 Ductile Iron CI Relocation/Opportunity 2020Q4 Stratford Cornell Avenue, North Atlatnic Avenue to North White STRATFORD 5944 Southwest Operating Area Horse Pike $ 494,000 Replace 2,0 8 Ductile Iron 1950's 4 Steel System Flows and Pressure Stratford Longwood Drive, Evergreen Road and Meadowlark Road STRATFORD Warwick Road (CR 669) to Homestead Road and Longwood Drive to 8353 Southwest Operating Area Winding Way Road $ 1,059,440 Replace 5,563 8 Ductile Iron AC Safety and Reliability/Structural Stratford Temple Avenue, Drexel Avenue, Bryn Mawr Avenue, STRATFORD Bucknell Avenue, Duke Avenue, Beaver Circle, College Circle, and 8355 Southwest Operating Area Robert Road $ 1,675,800 Replace 8,782 8 Ductile Iron AC Safety and Reliability/Structural Stratford West Laurel Road (CR 673), Warwick Road (CR 669) and STRATFORD 8356 Southwest Operating Area Elinor Avenue $ 1,307,200 Replace 6,800 8 Ductile Iron AC Safety and Reliability/Structural Stratford S Atlantic Avenue (CR 727), Filbert Avenue, Hazel Avenue, STRATFORD 8524 Southwest Operating Area and Chestnut Avenue $ 619,400 Replace 3,2 8 Ductile Iron AC Safety and Reliability/Structural Stratford E Vassar Avenue, Cornell Avenue, Union Avenue and Yale STRATFORD 8530 Southwest Operating Area Avenue $ 1,459,200 Replace 8,113 8 Ductile Iron AC Safety and Reliability/Structural 8914 Southwest Operating Area STRATFORD Stratford RRX at S Atlantic Avenue and W Laurel Road $ 200,000 Replace Ductile Iron AC Safety and Reliability/Structural 30 Stratford Sleepy Hollow Road Between Overhill Road to STRATFORD 9449 Southwest Operating Area Buttonwood Road $ 180,000 Replace 1, Ductile Iron CI Safety and Reliability/Structural 43 North Operating Area SUMMIT Summit Butler PkwyRiver to Hartley $ 389, Replace Ductile Iron Safety and Reliability/Structural 57 North Operating Area SUMMIT Summit Prospect Street $ 17, Replace Ductile Iron Relocation/Opportunity North Operating Area SUMMIT SUMMIT Constantine Pl from Passaic Ave to Springfield Ave $ 320, Replace 10 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 7285 North Operating Area SUMMIT Summit Rehab Glenside from Van Dyke to well $ 5,000, Rehab Cast Iron System Flows and Pressure 7287 North Operating Area SUMMIT Summit Rehab Morris Av from Morris Ct to Springfield Av $ 0, Rehab Cast Iron System Flows and Pressure 7289 North Operating Area SUMMIT Morris Ct from Morris Ave to cul de sac $ 215, Replace Ductile Iron System Flows and Pressure 44 North Operating Area SUMMIT Summit Evergreen Rd $ 180,000 Replace 0 8 Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 2017Q4 68 North Operating Area SUMMIT SUMMIT Glenside Ave from Van Dyke to Baltusrol Well $ 5,000 Replace 2,800 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2018Q4 SUMMIT Kent Place Blvd from valve VSU 885 near High St to Passaic SUMMIT 6886 North Operating Area Ave $ 668,025 Replace 2,969 8 Ductile Iron Unknown 4 Cast Iron Water Quality 2019Q North Operating Area SUMMIT SUMMIT Division Ave from Knob Hill to Valley View Ave $ 320,000 Replace 1,0 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q North Operating Area SUMMIT SUMMIT Gates Ave from Morris Ave to Montrose Ave $ 180,000 Replace 0 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 8864 North Operating Area SUMMIT Summit Kent Place Blvd from Colonial Rd St to Norwood Ave $ 1,031,700 Replace 3, Ductile Iron 19 4 CI System Flows and Pressure 6871 North Operating Area SUMMIT SUMMIT Shunpike Rd from Harvard St to Yale St $ 200,000 Replace 1,000 8 Ductile Iron Unknown 2 Cast Iron Safety and Reliability/Structural 6712 North Operating Area SUMMIT SUMMIT Caldwell Ave from Clark St to Springfield Ave $ 1,000 Replace Ductile Iron 1950's 2.25 Cast Iron Safety and Reliability 6867 North Operating Area SUMMIT SUMMIT Druid Hill Rd from Silver Lake Dr to Surrey Rd $ 420,000 Replace 2,100 8 Galvanized Steel Unknown 6 Cast Iron Safety and Reliability/Structural 6872 North Operating Area SUMMIT SUMMIT Woodland Ave from River Rd to Canoe Brook Pkwy $ 170,000 Replace Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6873 North Operating Area SUMMIT SUMMIT Risk Ave/Beech Spring Dr loop from Constantine Pl $ 340,000 Replace 1,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6869 North Operating Area SUMMIT SUMMIT Knob Hill Dr from Division Ave to Portland Rd $ 340,000 Replace 1,700 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 45 North Operating Area SUMMIT Summit Plymouth, Devon & Mountain (Intersection) $ 25,000 Replace 70 6 Ductile Iron 1930's 6 Cast Iron Safety and Reliability/Structural North Operating Area SUMMIT SUMMIT Rotary Dr from Highland Dr to Ashland Rd (Gradient line) $ 300,000 Replace 1,500 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 7707 North Operating Area SUMMIT Hobart Avenue from Ridge Road to Whittredge Road. $ 171,180 Replace Ductile Iron CI System Flows and Pressure Hobart Avenue & Franklin Place from Springfield Avenue to Summit SUMMIT 7709 North Operating Area Avenue $ 456, Replace 2,534 8 Ductile Iron 10 4 CI System Flows and Pressure 42 North Operating Area SUMMIT Summit Ashland Rd $ 380,000 Replace 1,0 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 145 North Operating Area SUMMIT Summit Cottage (Carriage) $ 43,750 Replace Ductile Iron 1920's 2 Galvanized Steel System Flows and Pressure North Operating Area SUMMIT Summit Avenue from Euclid Avenue to Springfield Avenue $ 257,7 Replace 1,432 8 Ductile Iron 4 CI System Flows and Pressure 8855 North Operating Area SUMMIT Parmley Place from Summit Ave to Beechwood $ 110,000 Replace Ductile Iron 4 CI System Flows and Pressure North Operating Area SUMMIT Deforest Ave from Beechwood to Summit $ 85,000 Replace Ductile Iron 10 4 CI System Flows and Pressure North Operating Area SUMMIT Irving Place from Franklin Place to Springfield Ave $ 170,000 Replace Ductile Iron 10 4 CI System Flows and Pressure 8872 North Operating Area SUMMIT Summit Deforest Ave from Norwood Ave to Woodland Ave $ 208,500 Replace Ductile Iron 10 6 CI System Flows and Pressure Summit Deforest Ave and Maple Ave from Woodland Ave to valve SUMMIT 88 North Operating Area VSU 1079 near Union Pl $ 300,000 Replace 1, Ductile Iron 10 6 CI System Flows and Pressure Summit Maple St Broad St Walnut St Sylvan Rd Beauvoir Ave SUMMIT 8923 North Operating Area Morris Ave Elm St $ 1,387,500 Replace 5, Ductile Iron 10 6 CI System Flows and Pressure Summit Morris Ave Elm St Elm Pl to valve VSU 1028 and Mountain SUMMIT 8936 North Operating Area Ave from Maple St to Larned Rd $ 1,055,000 Rehab 5, Cast Iron CI System Flows and Pressure Page 57 of 66

232 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8945 North Operating Area SUMMIT Summit Mountain Ave from valve VSU 1028 in Elm Pl to Myrtle Ave $ 162,500 Replace Ductile Iron 19 6 CI System Flows and Pressure Summit Springfield Ave from Morris Ave to High St near hydrant HSU SUMMIT 8947 North Operating Area 5 $ 467,250 Replace 1, Ductile Iron 8 CI System Flows and Pressure Summit Morris Ave from Beauvoir Ave to 10 inch main near valve SUMMIT 8931 North Operating Area VSU 36 $ 455,500 Replace 1, Ductile Iron CI System Flows and Pressure 7286 North Operating Area SUMMIT Summit Rehab Glenside & Morris from Van Dyke to Morris Court $ 200,000 Rehab 1,0 10 Cast Iron System Flows and Pressure 7358 North Operating Area TEWKSBURY TWP Hollow Brook from Fairmont Rd E to past HTEW 19 $ 1,400,000 Replace 6,500 8 Ductile Iron Safety and Reliability 2018Q North Operating Area TEWKSBURY TWP TEWKSBURY McCanus Mill Rd from Fairmount Rd to Keats Rd $ 1,000 Replace Ductile Iron Unknown 1 Other Safety and Reliability/Structural TEWKSBURY Hollow Brook Rd from Homestead Rd to dead end of TEWKSBURY TWP 6892 North Operating Area main $ 1,100,000 Replace 5,500 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6763 Coastal Operating Area TINTON FALLS Essex Road $ 100, Replace 0 16 Ductile Iron 1980's 16 Ductile Iron Relocation/Opportunity 7042 Coastal Operating Area TINTON FALLS County Bridge on Asbury Ave and Essex Rd $ 188, Replace 16 Ductile Iron Unknown 16 Unknown Relocation/Opportunity Coastal Operating Area TINTON FALLS Tinton Falls Sylvan Dr, From Glenwood to Riveredge $ 67,500 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TINTON FALLS Clover St. 2" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TINTON FALLS Pear St. 2" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8179 Coastal Operating Area TINTON FALLS Braeburn Dr. 2.25" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8180 Coastal Operating Area TINTON FALLS Holly Dr. 2" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8932 Coastal Operating Area TINTON FALLS Riveredge Rd. 6" AC $ 1,168,000 Replace 7,300 8 Ductile Iron AC Safety and Reliability/Structural Toms River Twp Monterey Sterling Ave from Bryn Mawr Ave to Coastal Operating Area TOMS RIVER terminus. $ 94, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Barnegat Way from Rt 35 S to Ocean Rd, 127 Coastal Operating Area TOMS RIVER along Ocean Rd to Shore Way, along Shore Way to Terminus. $ 530, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey E. Bay Way from 6" 2" reducer just east 128 Coastal Operating Area TOMS RIVER of Rt 35 S to Ocean Rd. $ 236, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 276 Coastal Operating Area TOMS RIVER Ortley Beier Ave (from 3rd to 4th) $ 50, Replace 3 8 Ductile Iron Relocation/Opportunity Coastal Operating Area TOMS RIVER Ortley Bay Blvd $ 200, Replace Ductile Iron Water Quality 652 Coastal Operating Area TOMS RIVER Normandy Beach Bay Drive / Curtis Point $ Replace Ductile Iron Safety and Reliability/Structural 653 Coastal Operating Area TOMS RIVER Ortley Beach Bay Blvd $ Replace Ductile Iron Safety and Reliability/Structural 655 Coastal Operating Area TOMS RIVER Ortley Ave Ocean Ave / Rt 35 $ Replace Ductile Iron Safety and Reliability/Structural 657 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach Bayside Ter. $ 40, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach Tunney Ter. $ 31, Replace Ductile Iron Safety and Reliability/Structural 30 Toms River Twp Ortley Beach Tunney Ave from Bayside Ter to 659 Coastal Operating Area TOMS RIVER Washington Ave. Continue along Washington Ave to Eisenhower Ave. $ 265, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Washington Ave from Eisenhower Ave 30 6 Coastal Operating Area TOMS RIVER to Coolidge Ave. $ 69, Replace 4 8 Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Washington Ave from Coolidge Ave to 661 Coastal Operating Area TOMS RIVER 7th Ave. $ 142, Replace Ductile Iron Safety and Reliability/Structural 662 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach Arnold Ave $ 36, Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach Halsey Ave $ 39,0.00 Replace Ductile Iron Safety and Reliability/Structural 30 Toms River Twp Ortley Beach Eisenhower Ave from 6" 4" reducer 664 Coastal Operating Area TOMS RIVER to terminus (bay) include Eisenhower Ter. $ 70, Replace 5 6 Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Harding Ave from Bay Blvd to 665 Coastal Operating Area TOMS RIVER Terminus (bay) (turns into Coolidge Ave). 150' is 4"DI CL. $ 204, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Coolidge Ave (Segment just west of Coastal Operating Area TOMS RIVER Bay Blvd, pipe lays east to west). $ 8, Replace 70 6 Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Fort Ave from 6" 4" reducer to Ocean Coastal Operating Area TOMS RIVER Ave. $ 39, Replace 2 8 Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Fielder Ave from 6" 4" reducer to Coastal Operating Area TOMS RIVER Ocean Ave. $ 45, Replace Ductile Iron Safety and Reliability/Structural 669 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach 9th Ave from Rt 35 N to Ocean Ave. $ 142, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Richmond Ave from Fielder Ave to 8th Coastal Operating Area TOMS RIVER Ave. $ 39,0.00 Replace Ductile Iron Safety and Reliability/Structural 671 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach 6th Ter from HTR 72A to HTR 71A $ 79, Replace 6 6 Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach East/West Harborside Dr (full circle) 672 Coastal Operating Area TOMS RIVER include Mariners Rd and Spindrift Rd. $ 276, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Halyard Rd from Bay Blvd to Washington Ave (connect to 12" on Bay Blvd and retire 110' of 4" CI 673 Coastal Operating Area TOMS RIVER from Halyard to 4th Ave). $ 62, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Lanyard Rd from Bay Blvd to Coastal Operating Area TOMS RIVER Washington Ave (connect to 12" on Bay Blvd). $ 58, Replace 4 6 Ductile Iron Safety and Reliability/Structural 675 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach Cove Ct from Bay Blvd to Terminus. $, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach 6th Ave from Railway Ave to Ocean 676 Coastal Operating Area TOMS RIVER Ave. $ 166, Replace Ductile Iron Safety and Reliability/Structural 677 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach Nichols Ave from 4th Ave to 3rd Ave. $ 58, Replace 3 8 Ductile Iron Safety and Reliability/Structural 30 Toms River Twp Ortley Beach Dover Ave from Rt 35 N to Diane Ln, 678 Coastal Operating Area TOMS RIVER along Diane Ln to Terminus, include 4" that connects to 2nd Ave. $ 172, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Baltimore Ave from 6th Ave to 30 ft 679 Coastal Operating Area TOMS RIVER North of Shuster Ave. $ 177, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach 4th Ave from Bay Blvd to Baltimore 680 Coastal Operating Area TOMS RIVER Ave, retire parallel 2" from Washington Ave to Baltimore. $ 147, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Dellmuth Ave from Bay Blvd to Railway Ave, North on Railway Ave to 3rd Ave. (connect to 12" on Bay 681 Coastal Operating Area TOMS RIVER Blvd). $ 196, Replace Ductile Iron Safety and Reliability/Structural 682 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach 3rd Ave from Bay Blvd to Rt 35 N $ 270, Replace Ductile Iron Safety and Reliability/Structural Page 58 of 66

233 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Toms River Twp Ortley Beach Washington Ave from 4th Ave to 683 Coastal Operating Area TOMS RIVER Brinley Ave, along Brinley Ave to Bay Blvd. $ 297, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach 2nd Ave from Bay Blvd to Washington Coastal Operating Area TOMS RIVER Ave (connect to 12" on Bay Blvd). $ 64, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Durborow Ave from Bay Blvd to Rt Coastal Operating Area TOMS RIVER N (Durborow Ave becomes Sea Gull Ln)(connect to 12" on Bay Blvd). $ 265, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Haag Ave from Bay Blvd to 686 Coastal Operating Area TOMS RIVER Washington Ave. $ 82, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Ortley Beach Baltimore Ave from 2nd Ave to Brinley 687 Coastal Operating Area TOMS RIVER Ave, along Brinley Ave to Washington Ave. $ 166, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Westmont Ave from 6" 2" reducer to Coastal Operating Area TOMS RIVER terminus (bay). $ 57,0.00 Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey E & W Beach Way from Ocean Rd to 6 Coastal Operating Area TOMS RIVER terminus. $ 270, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 691 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Channel Way from Ocean Rd to terminus. $ 116, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 692 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Spray Way from Ocean Rd to terminus. $ 134, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 693 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Surf Way from Ocean Rd to terminus. $ 117,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 695 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Joseph St from Rt 35 S to Rt 35 N. $ 74, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Joseph St from 6" 2" reducer to terminus 696 Coastal Operating Area TOMS RIVER (bay). $ 73, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Kathryn St from 6" 2" reducer to 697 Coastal Operating Area TOMS RIVER terminus (bay). $ 92, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Del Monte Rd from Rt 35 N to unnamed 698 Coastal Operating Area TOMS RIVER street, continue north along street to Carmel Dr. $ 94, Replace 7 6 Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey San Diego Rd from unnamed street to Santa Barbara Dr, north along Santas Barbara Dr to Carmel Dr (connect 699 Coastal Operating Area TOMS RIVER to 8" AC, retire 2" CIL on Carmel Dr). $ 70, Replace 5 6 Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Along Catalina Drive and Las Vegas Road Coastal Operating Area TOMS RIVER replacing 6" AC and 2" CIL. Total length approximately 1,050 feet. $ 48, Replace 3 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Del Mar Dr from Catalina Dr to Malibu 701 Coastal Operating Area TOMS RIVER Rd, along Malibu Rd to Ocean Dr, along Ocean Dr to 6" 2" reducer. $ 93,0.00 Replace Ductile Iron CI Safety and Reliability/Structural Toms River Twp Monterey Coronado Rd from Del Mar Dr to Ocean Coastal Operating Area TOMS RIVER Rd. $, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Dune Way from 6" 2" reducer just east fo Rt 35 S to Ocean Rd, along Ocean Rd to Sea Way, along Sea Way to 6" 703 Coastal Operating Area TOMS RIVER 2" reducer just east of Rt 35 S. $ 351,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Shell Way from 6" 2" reducer just east of 704 Coastal Operating Area TOMS RIVER Rt 35 S to Ocean Rd. $ 152, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Bayberry Way from 6" 2" reducer just 705 Coastal Operating Area TOMS RIVER east of Rt 35 S to Ocean Rd. $ 152, Replace Ductile Iron Safety and Reliability/Structural 706 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Chadwick Way from Rt 35 S to Ocean Rd. $ 159,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Tide Way from Rt 35 N extend to Dune Coastal Operating Area TOMS RIVER Way. $ 51,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 710 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Beacon Rd from Harbor Dr to terminus. $ 12, Replace 4 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 30 Toms River Twp Monterey Harbor Dr from Rt 35 S, heading east to Coastal Operating Area TOMS RIVER 6" 2" reducer on Ivy Ln. $ 48, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 719 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Tuna Way from Rt 35 N to Goa Way $ 124, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 720 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Osprey Ln from Rt 35 N to Goa Way. $ 124, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Goa Way from W Tuna to W Amberjack Coastal Operating Area TOMS RIVER Way. $, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Albacore Way from Goa Way to Sea View 722 Coastal Operating Area TOMS RIVER Rd. $ 252, Replace 12 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 723 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Plover Way from Goa Way to Rt 35 N. $ 130, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Amberjack Way/BeachWay from Sea 724 Coastal Operating Area TOMS RIVER View Rd to Dawn Ln, along Dawn Ln to Sailfish Way. $ 380, Replace 10 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 725 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Sailfish Way from Rt 35 S to terminus. $ 69,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 726 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Bonita Way from Rt 35 S to Sea View Rd. $ 280, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 727 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Crane Way from Rt 35 S to Sea View Rd. $ 280, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 728 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Swordfish Way from Rt 35 S to Rt 35 N. $ 93,0.00 Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Basin Way from Swordfish Way to 729 Coastal Operating Area TOMS RIVER Dolphin Way. $ 63,0.00 Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Cormorant Way from Basin Way to Sea 730 Coastal Operating Area TOMS RIVER View Rd. $ 148, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Pompano Way from Basin Way to Sea 731 Coastal Operating Area TOMS RIVER View Rd. $ 148, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Sandpiper Way from Basin Way to Rt Coastal Operating Area TOMS RIVER N. $ 74, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Marlin Way from Basin Way to Sea View 733 Coastal Operating Area TOMS RIVER Rd. $ 147,0.00 Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Pelican Way from Basin Way to Sea View 734 Coastal Operating Area TOMS RIVER Rd. $ 148, Replace Ductile Iron Safety and Reliability/Structural Page 59 of 66

234 New Jersey American Water. Inc Foundational Filing Appendix C NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Id District Municipaity Project Title Existing Pipe Material Toms River Twp Monterey Dolphin Way from Rt 35 S to Sea View 735 Coastal Operating Area TOMS RIVER Rd. $ 165,0.00 Replace Ductile Iron Safety and Reliability/Structural 736 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Tarpon Way from Rt 35 S to Sea View Rd. $ 276, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 737 Coastal Operating Area TOMS RIVER Toms River Twp W Bay View Drive (Rt35S to Rt35N) $ 136, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 738 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Heron Ln from Bay View Dr to terminus. $ 51,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Toms River Twp Monterey Sunset Ln from Bay View Dr to terminus. $ 57,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Toms River Twp Monterey Teal Ln from Bay View Dr to terminus. $ 58, Replace 4 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 30 Toms River Twp Monterey Moonrise Ln from Bay View Dr to 741 Coastal Operating Area TOMS RIVER teminus, retire 2" CIL along Bay View Dr. $ 75,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Kingfisher Way from Rt 35 S to Rt 35 N 742 Coastal Operating Area TOMS RIVER (could extend to Rt 35 S). $ 148, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 743 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Beach Way from Bay Ln to Ocean Rd. $ 1, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 744 Coastal Operating Area TOMS RIVER Toms River Twp Monterey W. Bay Way from Bay Ln to Ocean Rd. $ 158, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 745 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Atlantic Way from Bay Ln to Ocean Rd. $ 158, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 753 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Johnson Rd from Bay Ln to Sea Bee. $ 50, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Toms River Twp Monterey Brooks Rd from Bay Ln to Sea Bee. $ 50, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 30 Toms River Twp Monterey Throssell Rd from Rt 35 S (connect) to 755 Coastal Operating Area TOMS RIVER Sea Bee, along Sea Bee extend to Strickland Blvd. $ 93,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 757 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Channel Way from Rt 35 N to Ocean Rd. $ 75,0.00 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 758 Coastal Operating Area TOMS RIVER Toms River Twp Monterey S Bayside Rd from Rt 35 S to Bayside Rd. $ 76, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey N Bayside Rd from Rt 35 S (connect) to 759 Coastal Operating Area TOMS RIVER Bayside Rd, along Bayside Rd to N/S Surf Rd. $ 104, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey N Surf Rd from Bayside Rd to terminus 7 Coastal Operating Area TOMS RIVER (boardwalk). $ 74, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Colony Rd from Rt 35 S (connect) to Rt Coastal Operating Area TOMS RIVER N. $ 99, Replace 6 8 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Marshmallow Rd from Rt 35 S to Silver Beach Rd, along Silver Beach Rd to Rt 35 S (connect Bayberry Rd to Rt 762 Coastal Operating Area TOMS RIVER 35 S)(retire 2" CIL on Silver Beach Rd just west of Rt 35 N). $ 136, Replace Ductile Iron Safety and Reliability/Structural Toms River Twp Monterey Fishermans Rd from Silver Beach Road to terminus (boardwalk) inlcude Silver Beach Rd from Fishermans Rd to 763 Coastal Operating Area TOMS RIVER terminus and Boatsman Rd from Silver Beach Rd to terminus. $ 294, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 765 Coastal Operating Area TOMS RIVER Toms River Twp Monterey 1st Ave from Rt 35 N to terminus (west). $ 36, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Toms River Twp Monterey 4th Ave from Central Ave to Rt 35 N. $ 34, Replace 2 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Toms River Twp Monterey 5th Ave from Rt 35 N to Ocean Ter. $ 94, Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Ortley Beach 8th ave from Bay Blvd West to dead end $ 148, Replace Ductile Iron System Flows and Pressure 5591 Coastal Operating Area TOMS RIVER Vision Beach $ 225, Replace Ductile Iron System Flows and Pressure 5720 Coastal Operating Area TOMS RIVER Toms River Monterey 2nd Ave between Rt 35S & Rt 35N $ 75, Replace Ductile Iron Safety and Reliability/Structural 5842 Coastal Operating Area TOMS RIVER Toms River Ortley 2nd Ave between Washington & 35S $ 175, Replace Ductile Iron Relocation/Opportunity 6758 Coastal Operating Area TOMS RIVER Monterey Carmel Dr $ 100, Replace Ductile Iron #N/A #N/A #N/A Safety and Reliability 7053 Coastal Operating Area TOMS RIVER Hayes Court $ 170, Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 7119 Coastal Operating Area TOMS RIVER W Brighton Ave (35S to 35 N) $ 110, Replace Ductile Iron Relocation/Opportunity 7 Coastal Operating Area TOMS RIVER Bay Beach Way (35S to Terminus) $ 240, Replace 0 6 Ductile Iron Safety and Reliability 7121 Coastal Operating Area TOMS RIVER Ocean Bay Blvd (from 35S to Terminus) $ 2, Replace Ductile Iron Safety and Reliability 7122 Coastal Operating Area TOMS RIVER Kittiwake Avenue (Rt 35S to 35N) $ 145, Replace Ductile Iron Safety and Reliability 7123 Coastal Operating Area TOMS RIVER Keith Lane (from Harbor to Kittiwake) $ 109, Replace Ductile Iron Safety and Reliability 7124 Coastal Operating Area TOMS RIVER Island View Dr (Rt35S to Keith) $ 96, Replace Ductile Iron Safety and Reliability Coastal Operating Area TOMS RIVER San Fernando Dr (Rt35S to Terminus include Monterey Circle) $ 402, Replace Ductile Iron Safety and Reliability 7126 Coastal Operating Area TOMS RIVER 5th Ave (W Central Ave to Broad) $ 118, Replace 5 8 Ductile Iron Safety and Reliability 7128 Coastal Operating Area TOMS RIVER Broad Ave (5th to Arrow) $ 200, Replace Ductile Iron Safety and Reliability 7129 Coastal Operating Area TOMS RIVER 7th Ave (Rt35S to Rt35N) $ 62, Replace Ductile Iron Safety and Reliability Coastal Operating Area TOMS RIVER Sunset Dr North $ 471, Replace Ductile Iron Safety and Reliability 7138 Coastal Operating Area TOMS RIVER St Lawrence Ave $ 153, Replace Ductile Iron Safety and Reliability 7139 Coastal Operating Area TOMS RIVER Trinidad Ave $ 240, Replace 0 8 Ductile Iron Safety and Reliability 7140 Coastal Operating Area TOMS RIVER Prince Edward Ave (S of 37) $ 107, Replace Ductile Iron Safety and Reliability 7141 Coastal Operating Area TOMS RIVER Sunset Dr South $ 430, Replace Ductile Iron Safety and Reliability 7142 Coastal Operating Area TOMS RIVER Ceylon Ave $ 287, Replace Ductile Iron Safety and Reliability 7143 Coastal Operating Area TOMS RIVER Roanoke Ave $ 148, Replace Ductile Iron Safety and Reliability 7145 Coastal Operating Area TOMS RIVER Melody Lane (Railroad to Terminus) $ 220, Replace Ductile Iron Safety and Reliability 7148 Coastal Operating Area TOMS RIVER W Bay View Drive (Rt35S to Rt35N) $ 136, Replace Ductile Iron Safety and Reliability 7149 Coastal Operating Area TOMS RIVER W Penguin Way (Rt35S to Rt35N) $ 140, Replace Ductile Iron Safety and Reliability 7150 Coastal Operating Area TOMS RIVER E Sandpiper Way (Rt35N to Sea View) $, Replace 0 8 Ductile Iron Safety and Reliability 7151 Coastal Operating Area TOMS RIVER E Penguin (Rt35N to Sea View) $, Replace 0 8 Ductile Iron Safety and Reliability 7152 Coastal Operating Area TOMS RIVER E Plover (Rt35N to Sea View) $, Replace 0 8 Ductile Iron Safety and Reliability 7153 Coastal Operating Area TOMS RIVER Sea View (E Tuna to E Sandpiper) $ 210, Replace Ductile Iron Safety and Reliability Toms River Twp Monterey Strickland Blvd from Rt 35 N to 8" 6" TOMS RIVER 746 Coastal Operating Area reducer (bay). $ 204,000 Replace 1,3 8 Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 2018Q1 Toms River Twp Monterey Bay Shore Dr from Strickland Blvd to TOMS RIVER Coastal Operating Area terminus. $ 39,0 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2018Q1 748 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Fort Meyers Ct end to end. $ 68,400 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2018Q1 749 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Naples Ct end to end. $ 25,200 Replace Ductile Iron CI Safety and Reliability/Structural Q1 Page of 66

235 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter TOMS RIVER Toms River Twp Monterey Boynton Ct from Miami Dr to terminus Coastal Operating Area (connect Miami Dr between Coral Gables Dr and Daytona Dr). $ 20,400 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q1 751 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Delray Dr end to end. $ 84,000 Replace Ductile Iron CI Safety and Reliability/Structural 2018Q1 Toms River Twp Monterey Johnson Rd from Rt 35 S to terminus TOMS RIVER 752 Coastal Operating Area (bay). $ 72,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Orlando Dr, 6" AC $ 146,400 Replace 9 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Hialeah Dr, 6" AC, 6" DI $ 164,000 Replace 1,207 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Coral Gables Dr, 6" AC $ 152,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Daytona Dr, 6" AC $ 128,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Venice Dr, 6" AC $ 264,000 Replace 1,640 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Ormand Dr, 6" AC $ 168,000 Replace 1,031 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Lauderdale Dr, 6" AC $ 152,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Normandy Way, 8" AC, 8" CI $ 84,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Peterson Ln, 6" AC $ 80,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Jacobsen Ln, 6" CI $ 84,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Miami Dr, 6" AC $ 84,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Tamiami Dr, 6" AC, 2" GALV $ 1,000 Replace Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Boca Raton Dr, 8" AC $ 250,000 Replace 1,219 6 Ductile Iron AC Safety and Reliability/Structural 2018Q Coastal Operating Area TOMS RIVER Key Largo Ct, 6" AC $,000 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area TOMS RIVER Biscayne Ct, 6" AC $,000 Replace Ductile Iron AC Safety and Reliability/Structural Q Coastal Operating Area TOMS RIVER Marathon Ct, 6" AC $,000 Replace Ductile Iron AC Safety and Reliability/Structural Q1 477 Coastal Operating Area TOMS RIVER Ortley 4th Ave (from Bay Blvd to Baltimore Ave) $ 135,000 Replace 0 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 2020Q4 599 Coastal Operating Area TOMS RIVER Toms River Bayshore Drive (from to ) $ 74,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 2 Coastal Operating Area TOMS RIVER Toms River Sand Dune Lane (From 1st Ave to Ocean Terrace) $ 47,500 Replace 2 6 Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 4 Coastal Operating Area TOMS RIVER Toms River Inlet Road $ 30,000 Replace Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 8 Coastal Operating Area TOMS RIVER Toms River Ocean Road (from Barnegat Way to Beach Way) $ 72,000 Replace 3 6 Ductile Iron 1950's 2 Galvanized Steel Water Quality Q4 708 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Harbor Dr from Rt 35 S to terminus (bay). $ 238,000 Replace 1,1 8 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2020Q4 Toms River Twp Monterey Gull Ln from Rt 35 S to extend to Intel Rd, TOMS RIVER 709 Coastal Operating Area connect to Harbor Dr. $ 176,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 2020Q4 711 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Spar Rd from Harbor Dr to terminus. $ 14,000 Replace 70 4 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 712 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Helm Rd from Harbor Dr to terminus. $ 22,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 713 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Dory Rd from Gull To Terminus $ 52,000 Replace 2 8 Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 714 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Anchor Rd from Harbor Dr to terminus. $ 26,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 715 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Marine Rd from Harbor Dr to terminus. $ 26,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q4 716 Coastal Operating Area TOMS RIVER Toms River Twp Monterey INLET Rd from Harbor Rd to terminus. $ 26,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Q Coastal Operating Area TOMS RIVER 6th Ave (W Central Ave to Broad) $,000 Replace 0 8 Ductile Iron Safety and Reliability 2020Q Coastal Operating Area TOMS RIVER E & W Shore Way $ 195,000 Replace Ductile Iron Safety and Reliability 2020Q Coastal Operating Area TOMS RIVER Railroad (From Harbor to Gull) $ 30,000 Replace Ductile Iron Safety and Reliability Q Coastal Operating Area TOMS RIVER W Tarpon Way (Rt35S to Rt35N) $ 134,000 Replace Ductile Iron Safety and Reliability 2020Q4 Toms River Twp Monterey Haddonfield Ave from Rt 35 N to TOMS RIVER 124 Coastal Operating Area terminus (boardwalk). $ 108,000 Replace Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Bryn Mawr Ave from Rt 35 S to terminus TOMS RIVER 125 Coastal Operating Area (boardwalk). $ 196,500 Replace Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Westmont Ave from Rt 35 N to terminus TOMS RIVER 689 Coastal Operating Area (boardwalk). $ 109,500 Replace Ductile Iron 1950's 4 Cast Iron Safety and Reliability/Structural 694 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Rutherford Ln from Rt 35 S to Rt 35 N. $ 74,400 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Toms River Twp Monterey Cove Way from Rt 35 S to 6" 2" reducer TOMS RIVER 717 Coastal Operating Area in Harbor Dr/Keith Ln intersection. $ 76,800 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 756 Coastal Operating Area TOMS RIVER Toms River Twp Monterey Surf Way from Rt 35 N to Ocean Rd. $ 75,0 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural 764 Coastal Operating Area TOMS RIVER Toms River Twp Monterey 2nd Ave from Rt 35 N to 8" 2" reducer. $ 67,500 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER 8th ave between 35N and 35S $,000 Replace Ductile Iron Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Ortley Beach 7th Ave, 6" CI $ 216,000 Replace 1,310 6 Ductile Iron CI Safety and Reliability/Structural 8255 Coastal Operating Area TOMS RIVER Ortley Beach 8th Ave, 6" CI $ 196,000 Replace 1,224 6 Ductile Iron CI Safety and Reliability/Structural 8267 Coastal Operating Area TOMS RIVER Ortley Beach Fielder Ave $ 188,000 Replace 1,163 6 Ductile Iron CI Safety and Reliability/Structural 8269 Coastal Operating Area TOMS RIVER Ortley Beach Fort Ave, 6" CI, 4" CI $ 188,000 Replace 1,141 6 Ductile Iron CI Safety and Reliability/Structural 8270 Coastal Operating Area TOMS RIVER Ortley Beach Coolidge Ave, 6" CI $ 248,000 Replace 1,520 6 Ductile Iron CI Safety and Reliability/Structural 8315 Coastal Operating Area TOMS RIVER Eisenhower Ave, 6" CI $ 240,000 Replace 1,487 6 Ductile Iron CI Safety and Reliability/Structural 8316 Coastal Operating Area TOMS RIVER Bay Blvd, 6" CI $ 48,000 Replace 2 6 Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Rt. 35 N, 6" CI $ 28,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Ortley Beach Rt. 37, 6" CI $ 808,000 Replace 5,051 6 Ductile Iron CI Safety and Reliability/Structural 8319 Coastal Operating Area TOMS RIVER Ortley Beach Bay Blvd, 12" CI $ 320,000 Replace 1, Ductile Iron CI Safety and Reliability/Structural 8320 Coastal Operating Area TOMS RIVER Ortley Beach Anna Ohankins Blvd, 10" CI $ 16,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Ortley Beach 2nd Ave, 6" CI $,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Ortley Beach Shuster Ave, 6" CI, 4" CI $ 176,000 Replace 1,103 6 Ductile Iron CI Safety and Reliability/Structural 8323 Coastal Operating Area TOMS RIVER Ortley Beach 5th Ave, 4" CI, 6" CI $ 208,000 Replace 1,272 6 Ductile Iron CI Safety and Reliability/Structural 8325 Coastal Operating Area TOMS RIVER Ortley Beach Railway Ave W, 4" CI $ 112,000 Replace Ductile Iron CI Safety and Reliability/Structural 8326 Coastal Operating Area TOMS RIVER Ortley Beach Railway Ave E, 6" CI $,000 Replace Ductile Iron 19 6 CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER W Cove Way, 2" CI $ 88,000 Replace Ductile Iron CI Safety and Reliability/Structural 8443 Coastal Operating Area TOMS RIVER San Fernando Dr, 8" CI $ 106,400 Replace Ductile Iron CI Safety and Reliability/Structural 8444 Coastal Operating Area TOMS RIVER Carmel Dr/Ventura Dr, 8" AC $ 72,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Haddonfield Ave, 6" AC $ 125,0 Replace Ductile Iron AC Safety and Reliability/Structural 8454 Coastal Operating Area TOMS RIVER Bryn Mawr Ave, 6" AC $ 212,000 Replace 1,339 6 Ductile Iron AC Safety and Reliability/Structural 8495 Coastal Operating Area TOMS RIVER Fort Myers Ct, 2" CI $ 96,000 Replace Ductile Iron CI Safety and Reliability/Structural 8498 Coastal Operating Area TOMS RIVER Abbey Ln, 6" AC $ 68,000 Replace Ductile Iron AC Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Basra Ln, 6" AC $ 80,000 Replace Ductile Iron AC Safety and Reliability/Structural Page 61 of 66

236 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 8500 Coastal Operating Area TOMS RIVER Ivy Ln, 6" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER 5th Ave, 6" CI $ 56,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER 4th Ave, 6" CI $ 72,800 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER 2nd Ave, 6" CI $ 72,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area TOMS RIVER Ocean Terrace, 6" CI $ 1,000 Replace Ductile Iron CI Safety and Reliability/Structural 9452 Coastal Operating Area TOMS RIVER Toms River Twp Ortley Beach, Durboro Ave, 4" AC $ 315,565 Replace Ductile Iron AC Safety and Reliability/Structural 5 Coastal Operating Area UNION BEACH Union Beach 7th, from Prospect to Oak $ 270, Replace Ductile Iron Safety and Reliability/Structural 591 Coastal Operating Area UNION BEACH Union Beach Poole, from Stone to Edmunds $ 540, Replace Ductile Iron Safety and Reliability/Structural 592 Coastal Operating Area UNION BEACH Union Beach Shore Rd, from Jersey to 36 $ 255, Replace Ductile Iron Safety and Reliability/Structural Unon Beach Union Ave from Route 36 to Brook Install 845 Coastal Operating Area UNION BEACH approximately 3800 of 12" DIP $ 570, Replace Ductile Iron Relocation/Opportunity 5553 Coastal Operating Area UNION BEACH Union Beach Henry Street Main Replacement $, Replace 0 6 PVC Safety and Reliability/Structural Dock Street Replace 1950' of 6" cast iron main from Florence Avenue 6711 Coastal Operating Area UNION BEACH to Front Street $ 292, Replace PVC 1940's 6 Cast Iron Safety and Reliability/Structural 7625 Coastal Operating Area UNION BEACH Herbert Street Main Replacement Union Beach $ 175,000 Replace PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH 4th Street Main Replacement Union Beach $ 425,000 Replace 1,518 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Sydney Avenue Main Replacement Union Beach $ 400,000 Replace 1,584 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Center Street Main Replacement Union Beach $ 400,000 Replace 1,334 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Columbia Avenue Main Replacement Union Beach $ 200,000 Replace PVC CI Safety and Reliability Q4 Bayview Avenue Main Replacement Union Beach (West of creek, East UNION BEACH 7630 Coastal Operating Area of Spruce St) $ 200,000 Replace PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Cambridge Avenue Main Replacement Union Beach $ 400,000 Replace 1,284 8 PVC CI Safety and Reliability 2017Q Coastal Operating Area UNION BEACH Campbell St. 4" CI $ 40,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area UNION BEACH 3rd St. 4" CI & 6" CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 8071 Coastal Operating Area UNION BEACH Washington Ave. 4" CI & 6" CI $ 284,000 Replace 1,420 8 Ductile Iron CI Safety and Reliability/Structural 8072 Coastal Operating Area UNION BEACH Sydney Ave. 4" CI & 6" CI $ 340,000 Replace 1,700 8 Ductile Iron CI Safety and Reliability/Structural 8073 Coastal Operating Area UNION BEACH Jersey Ave. 4" CI $ 508,000 Replace 2,040 8 Ductile Iron CI Safety and Reliability/Structural 8077 Coastal Operating Area UNION BEACH Vista Shores Dr. 6" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8078 Coastal Operating Area UNION BEACH 2nd St. 6" CI $ 480,000 Replace 2,400 8 Ductile Iron CI Safety and Reliability/Structural 8079 Coastal Operating Area UNION BEACH 6th Street 6" CI $ 240,000 Replace 1,200 8 Ductile Iron CI Safety and Reliability/Structural 8080 Coastal Operating Area UNION BEACH Spruce Street 6" CI $ 420,000 Replace 2,100 8 Ductile Iron CI Safety and Reliability/Structural 8082 Coastal Operating Area UNION BEACH Prospect Ave. 6 " CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 8083 Coastal Operating Area UNION BEACH Lorillard Ave. 6" CI $ 500,000 Replace 2,500 8 Ductile Iron CI Safety and Reliability/Structural 8084 Coastal Operating Area UNION BEACH Park Ave. 6" CI $ 2,040,000 Replace 5,200 8 Ductile Iron CI Safety and Reliability/Structural 8085 Coastal Operating Area UNION BEACH 9th Street 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8086 Coastal Operating Area UNION BEACH 10th Street 6" CI $ 180,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 8087 Coastal Operating Area UNION BEACH Pine St. 6" CI $ 320,000 Replace 1,0 8 Ductile Iron CI Safety and Reliability/Structural 8088 Coastal Operating Area UNION BEACH St. James Ave. 6" CI $ 104,000 Replace Ductile Iron CI Safety and Reliability/Structural 8089 Coastal Operating Area UNION BEACH St. Johns Ave. 6" CI $,000 Replace 0 8 Ductile Iron CI Safety and Reliability/Structural 80 Coastal Operating Area UNION BEACH State Street 6" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area UNION BEACH Central Ave. 6" CI $ 0,000 Replace 3,000 8 Ductile Iron CI Safety and Reliability/Structural 8147 Coastal Operating Area UNION BEACH Beachview Ave. 4" CI $ 80,000 Replace Ductile Iron CI Safety and Reliability/Structural Coastal Operating Area UNION BEACH High Avenue $ 105,000 Replace Ductile Iron System Flows and Pressure 8075 Coastal Operating Area UNION BEACH Willow St. 4" CI $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural 8076 Coastal Operating Area UNION BEACH Patterson Ave. 4" CI $ 140,000 Replace Ductile Iron CI Safety and Reliability/Structural 5579 Central Operating Area UNION TWP Valley St. ( Maple to Crestview to Springfield Ave. ) $ 319, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5580 Central Operating Area UNION TWP Raymond Terr. $ 44, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Central Operating Area UNION TWP May Terr. $ 72, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Central Operating Area UNION TWP Mildred Terr. $ 106, Replace Ductile Iron 1930's 4 Cast Iron System Flows and Pressure 5583 Central Operating Area UNION TWP Roselyn Terr. $ 115, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 5584 Central Operating Area UNION TWP Byron Terr. $ 47, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Central Operating Area UNION TWP Valley St. ( Maple Ave. to Springfield Ave. ) $ 517, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6610 Central Operating Area UNION TWP Bonnel Ct. ( Johnson to End ) $ 70, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure Central Operating Area UNION TWP Kawameeh La. ( Kawameeh to Dead End ) $ 26, Replace Ductile Iron 1940's 1.5 Cast Iron Water Quality Central Operating Area UNION TWP Charles Ave. ( Grandview to Coolidge ) $ 137, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6811 Central Operating Area UNION TWP Miller St. ( Springfield to Dead End ) $ 71, Replace Ductile Iron 1920's 4 Cast Iron Water Quality Central Operating Area UNION TWP Stiles St. ( Springfield to Hilton ) $ 213, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6823 Central Operating Area UNION TWP Tower St. ( Springfield to Hilton ) $ 199, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 6824 Central Operating Area UNION TWP Smith St. ( Vauxhall to Valley ) $ 112, Replace Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 7509 Central Operating Area UNION TWP Stuyvesant Ave. ( W. Chestnut St. to Vauxhall Rd. Both Sides ) $ 1,162, Replace Ductile Iron CI System Flows and Pressure 7522 Central Operating Area UNION TWP Hillside Rd. ( Palisade Rd. towards Magie ) $ 56, Replace Ductile Iron GALV Water Quality Central Operating Area UNION TWP Schaeffer La. Magie Ave. ) $ 75, Replace Ductile Iron 6 CI System Flows and Pressure 30 Morris Ave (west bound lane between Salem Rd and Train tressle UNION TWP 9201 Central Operating Area before Green St) $ 344,000 Replace 1,0 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Salem Rd (between Morris Ave and Galloping Hill Rd) $ 1,765,150 Replace 8,210 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Potter Ave (between Morris Ave and Dead End) $ 245,100 Replace 1,144 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Arnet Ave (between Morris Ave and Beverly Rd) $ 211,775 Replace Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Carteret Ave (between Morris and Huquenot) $ 317,125 Replace 1,475 8 Ductile Iron 6 CI System Flows and Pressure 2019Q Central Operating Area UNION TWP Townley Ave. ( Broadwell Ave. to Morris Ave. ) $ 412,000 Replace 2,0 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Broadwell Ave. (Colonial Ave. to Salem Rd. ) $ 280,000 Replace 1,400 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Minute Arms Rd. ( Broadwell Ave. to Colonial Arms Rd. ) $ 372,000 Replace 1,8 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Sherwood Rd. ( Colonial Ave. to Salem Rd. ) $ 320,000 Replace 1,0 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Huguenot Ave. ( Colonial Ave. to Colonial Arms Rd. ) $ 440,000 Replace 2,200 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Beverly Rd. ( Lorraine Ave. to Arnet Ave. ) $ 340,000 Replace 1,700 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Lum Ave. ( Colonial Ave. to Terminus ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Summit Pl. ( Colonial Ave. to Lorraine Ave. ) $ 104,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Putnam Rd. ( Colonial Ave. to Salem Rd. ) $ 300,000 Replace 1,500 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Wayne Terrace ( Colonial Ave. to Salem Rd. ) $ 328,000 Replace 1,640 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Prescott Rd. ( Colonial Ave. to Fairfield Way ) $ 140,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Lancaster Rd. ( Prescot Rd. to Terminus ) $ 80,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural Q4 Page 62 of 66

237 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 9252 Central Operating Area UNION TWP Fairfield Way ( Wayne Terrace to Terminus ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Princeton Rd. ( Fairfield Way to Duquesne Terrace ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Lexington Rd. ( Princeton Rd. to Wayne Terrace ) $ 1,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Duquesne Terrace ( Plymouth Rd. to Dwight Terr. ) $ 248,000 Replace 1,240 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Plymouth Rd. ( Salem Rd. to Terminus ) $ 268,000 Replace 1,320 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Halsey Ave. & Dwight Terrace ( Salem Rd. to Terminus ) $ 148,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Bennington Dr. ( Plymouth Rd. to Princeton Rd ) $ 140,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Winchester Ave. ( Randolph Pl. to Salem Rd. ) $ 700,000 Replace 3,500 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q4 92 Central Operating Area UNION TWP Nixon Rd. ( Minute Arms Rd. to Huguenot Ave. ) $ 200,000 Replace 1,000 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Martin Pl (Huntington Rd. to Randolph Pl ) $ 84,000 Replace Ductile Iron 6 CI Safety and Reliability/Structural Q Central Operating Area UNION TWP Colonial Arms Rd. ( Cranbury Rd. to Terminus ) $ 6,000 Replace 3,300 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Martin Road ( Spring Hill Rd. to Martin Pl. ) $ 284,000 Replace 1,420 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Forest Dr. ( Salem Rd. to Chesnut St ) $ 650,000 Replace 3,000 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Huntington Rd. ( Galloping Hill Rd. to Salem Rd. ) $ 404,000 Replace 2,020 8 Ductile Iron 6 CI Safety and Reliability/Structural 2019Q Central Operating Area UNION TWP Sheridan St., Poplar St., Garden St., Union $ 2,200,000 Rehab 11,650 6 Other Plastic CI System Flows and Pressure 2020Q Central Operating Area UNION TWP Forest Dr. ( Galloping Hill to Salem ) $ 369,370 Replace 1,732 8 Ductile Iron 6 CI System Flows and Pressure 92 Central Operating Area UNION TWP Huntington Rd. ( from Galloping Hill to Salem ) $ 487,1 Replace 2,276 8 Ductile Iron 6 CI System Flows and Pressure 9292 Central Operating Area UNION TWP Martin Rd. ( from Galloping Hill to Martin Pl.) $ 354,750 Replace 1,1 8 Ductile Iron 6 CI System Flows and Pressure 9294 Central Operating Area UNION TWP Foxwood Rd. ( Galloping Hill to Randolph Pl. ) $ 287,455 Replace 1,358 8 Ductile Iron 6 CI System Flows and Pressure 9296 Central Operating Area UNION TWP Nottingham Way & Chelsea Terr. $ 320,780 Replace 1,544 8 Ductile Iron 6 CI System Flows and Pressure 9297 Central Operating Area UNION TWP Randolph Pl. ( from Martin to Dead End ) $ 110,295 Replace Ductile Iron 6 CI System Flows and Pressure 9303 Central Operating Area UNION TWP Jensen La. ( Lehigh to Dead End ) $ 116,745 Replace Ductile Iron 6 CI System Flows and Pressure 9304 Central Operating Area UNION TWP Darby La. ( Lehigh to Dead End ) $ 79,550 Replace Ductile Iron 6 CI System Flows and Pressure Central Operating Area UNION TWP Forest Rd. & Connecticut Rd. $ 273,265 Replace 1,481 8 Ductile Iron 6 CI System Flows and Pressure 9306 Central Operating Area UNION TWP Sinclair Ave. ( from Mercer to Tucker ) $ 293,045 Replace 1,364 8 Ductile Iron CI System Flows and Pressure 9307 Central Operating Area UNION TWP Walton Ave. ( from Galloping Hill to Sinclair ) $ 304,440 Replace 1,456 8 Ductile Iron CI System Flows and Pressure 6810 Central Operating Area UNION TWP Springfield Ave. ( Valley to Vauxhall Rd. ) $ 443,000 Replace 2,215 8 Ductile Iron 1920's 4 Cast Iron System Flows and Pressure 9272 Central Operating Area UNION TWP Fairway Dr.,S., Evergreen Pkwy., Roessner Dr., Union $ 2,350,000 Rehab 11,4 6 Other Plastic CI System Flows and Pressure 9273 Central Operating Area UNION TWP Stratford, Winthrop, Baily, Parkview, Indian Run Pkwy., Union $ 3,0,000 Rehab 15,295 6 Other Plastic CI System Flows and Pressure Commonwealth Avenue Between Vincent Avenue & Willard Avenue 228 Coastal Operating Area UPPER TWP (ST B 5) $ 237, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure Webster Avenue Replacement of 3 inch Cast Iron from Commonwealth Coastal Operating Area UPPER TWP Avenue to Beach $ 98, Replace Ductile Iron 1950's 3 Cast Iron System Flows and Pressure 6127 Coastal Operating Area UPPER TWP Commonwealth Avenue from Vincent Ave. Prescott Ave. $ 111, Replace Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 6511 Coastal Operating Area UPPER TWP E. Vincent Avenue between Commonwealth Ave and the beach $ 98, Replace PVC 1930's 3 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area UPPER TWP E. Whittier Avenue between Commonwealth Ave and the beach $ 100, Replace PVC 1940's 3 Galvanized Steel Safety and Reliability/Structural 6513 Coastal Operating Area UPPER TWP E. Willard Avenue between Commonwealth Ave and the beach $ 98, Replace 4 6 PVC 1940's 3 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area UPPER TWP W. Whittier Avenue between Bayview Dr and Commonwealth Ave $, Replace 2 8 PVC 1940's 2 Galvanized Steel Safety and Reliability/Structural Coastal Operating Area UPPER TWP E. Sumner Avenue between Commonwealth Ave and the beach $, Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability/Structural 30 E. Sherman Ave, E. Randolph Ave, E. Putnam Ave, E. Prescott Ave & 6518 Coastal Operating Area UPPER TWP Tecumseh Ave. $ 79, Replace PVC 1940's 2 Galvanized Steel Safety and Reliability/Structural 6148 Coastal Operating Area UPPER TWP Seaview Avenue from North Commonwealth Avenue to Neptune Drive $ 100,000 Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure East Seacliff Road from North Commonwealth Avenue to Neptune UPPER TWP 6149 Coastal Operating Area Drive $ 100,000 Replace Ductile Iron 1950's 4 Cast Iron System Flows and Pressure 6150 Coastal Operating Area UPPER TWP Neptune Drive from Seaview Avenue to Williams Avenue $ 170,000 Replace Ductile Iron 1950's 3 Cast Iron System Flows and Pressure 6508 Coastal Operating Area UPPER TWP E. Winthrop Avenue between Commonwealth Ave and Neptune Dr $ 100,000 Replace PVC 1930's 4 Cast Iron Safety and Reliability/Structural 6509 Coastal Operating Area UPPER TWP Williams Avenue between Commonwealth Ave and Neptune Drive $ 100,000 Replace PVC 1930's 2 Galvanized Steel Safety and Reliability/Structural 372 Southwest Operating Area VOORHEES Voorhees Oak Hollow Court Hollow Drive to dead end $ 76, Replace Ductile Iron 1970's 2 HDPE Safety and Reliability/Structural Southwest Operating Area VOORHEES Voorhess Harwood Place Replace 200' 2.25" CI with 200' 4" DI $ 40, Replace Ductile Iron Safety and Reliability/Structural 30 Voorhees Great Oak Road South Burnt Mill Road (CR 670) to Green 7107 Southwest Operating Area VOORHEES Ridge Road $ 254,0.00 Replace Ductile Iron Safety and Reliability/Structural 5367 Southwest Operating Area VOORHEES Voorhees Peregrive and Evesham ACross PSE&G R.O.W $ 157,500 Replace 700 Unknown 8 Unknown System Flows and Pressure 5955 Southwest Operating Area VOORHEES Voorhees Burlington Avenue Somerdale Road to Dead End $ 253,000 Replace 1,350 8 Ductile Iron 1950's 6 Cast Iron System Flows and Pressure 8584 Southwest Operating Area VOORHEES Voorhees Ridge Road, Long Lane, and Green Ridge Road $ 380,000 Replace 2,000 8 Ductile Iron AC Safety and Reliability/Structural 8916 Southwest Operating Area VOORHEES Penn Road, Sunset Drive, Northgate Drive $ 1,400,000 Replace 7,349 8 Ductile Iron 19 6 CI Water Quality 629 Coastal Operating Area WALL Wall Belmar Blvd $ 50,000 Rehab Steel Relocation/Opportunity Central Operating Area WARREN TWP Stirling Rt. 78 Overpass $ 92,000 Rehab Other ST System Flows and Pressure Q4 72 Central Operating Area WARREN TWP Mountain Blvd. ( Wildwood Terr. to Mt. Bethel Rd. ) $ 1,272,300 Replace 4, Ductile Iron CI System Flows and Pressure 2020Q4 47 North Operating Area WASHINGTON BOROUGH Washington Boro W Washington Ave Route 57 (Franklin) to Route 31 $ 175, Replace Ductile Iron Safety and Reliability/Structural 5742 North Operating Area WASHINGTON BOROUGH E. Washington Ave from Jackson Ave to VBW 424 East of Flower Ave $ 1,477, Replace Ductile Iron 19's 6 Cast Iron System Flows and Pressure 5750 North Operating Area WASHINGTON BOROUGH School Street from Stewart St to Washington Avenue $ 240, Replace 0 8 Ductile Iron System Flows and Pressure 5751 North Operating Area WASHINGTON BOROUGH Taylor St. from Church Street to end north of Warren Street $ 312, Replace 15 8 Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 7070 North Operating Area WASHINGTON BOROUGH E Stewart St from School St east to dead end $ 44, Replace Ductile Iron 1950's 2.25 Cast Iron Safety and Reliability/Structural North Operating Area WASHINGTON BOROUGH Washington Boro West Warren, from Grand Ave. and Belvidere Ave. $ 350,000 Replace 1,400 8 Ductile Iron 1940's 4 Cast Iron Relocation/Opportunity 2017Q North Operating Area WASHINGTON BOROUGH Youmans Ave from Broad Street going East to Valve VBW 68 $ 363,000 Replace 1, Ductile Iron Unknown 4 Cast Iron System Flows and Pressure 2017Q North Operating Area WASHINGTON BOROUGH W.Stuart Ave from Grand Ave to Lincoln Ave. $ 208,000 Replace 1,040 8 Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2018Q North Operating Area WASHINGTON BOROUGH Broad Street from Youmans to Washburn Ave $ 380,000 Replace 1,0 8 Ductile Iron 1930's 4 Asbestos Cement System Flows and Pressure 2018Q North Operating Area WASHINGTON BOROUGH Wyoming Ave from 4" DI main to hydrant HBW 40 to at McDonald St $ 218,750 Replace 1,250 8 Ductile Iron Pre 10 6 Cast Iron System Flows and Pressure 2018Q North Operating Area WASHINGTON BOROUGH E. Johnson from Belvidere Ave to End of Main (Dead End) $ 126,000 Replace Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2019Q North Operating Area WASHINGTON BOROUGH W. Stuart from Lincoln Ave to Belvidere Ave $ 118,000 Replace 5 8 Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2019Q North Operating Area WASHINGTON BOROUGH W. Johnston from Grand Ave to Belvidere Avenue $ 113,000 Replace 1,565 8 Ductile Iron Pre 10 4 Cast Iron System Flows and Pressure 2019Q North Operating Area WASHINGTON BOROUGH Birchwood Ave from Washburn Ave to End $ 80,500 Replace 4 8 Ductile Iron 1930's 4 Asbestos Cement System Flows and Pressure Q North Operating Area WASHINGTON BOROUGH Jackson Ave from Church Street to E. Washington Ave $ 123,750 Replace Ductile Iron 19's 6 Cast Iron System Flows and Pressure 2020Q North Operating Area WASHINGTON BOROUGH McDonald Street from Warren St to end at 16" main $ 2,700 Replace 1, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 2020Q North Operating Area WASHINGTON BOROUGH Van Burern St from Prosper Way until end $ 149,000 Replace Ductile Iron 19's 6 Asbestos Cement System Flows and Pressure 2020Q4 Page 63 of 66

238 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 5740 North Operating Area WASHINGTON BOROUGH Flower Ave from Sunrise Terrace to Harding Dr. $ 341,000 Replace 1,705 8 Ductile Iron 19's 6 Asbestos Cement Safety and Reliability/Structural 5747 North Operating Area WASHINGTON BOROUGH Gibson Place from Jackson Ave to Prosper Way $ 221,000 Replace 1,105 8 Cast Iron 19's 6 Cast Iron System Flows and Pressure 5748 North Operating Area WASHINGTON BOROUGH Prosper Way from Gibson Place to E. Washington Ave $ 233,000 Replace 1,165 8 Ductile Iron 19's 6 Cast Iron System Flows and Pressure 6187 North Operating Area WASHINGTON BOROUGH NORTH WANDLING $ 80,000 Replace Ductile Iron 1950's 4 Asbestos Cement System Flows and Pressure North Operating Area WASHINGTON BOROUGH CHRISTINE $,000 Replace Ductile Iron 1940's 6 Asbestos Cement Safety and Reliability North Operating Area WASHINGTON BOROUGH Washington Boro Flower Ave Harding to E. Washington Ave $ 3,000 Replace 1,0 12 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 140 North Operating Area WASHINGTON BOROUGH Washington Boro W Johnson, between Lincoln and Grand $ 200,000 Replace 1,000 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 141 North Operating Area WASHINGTON BOROUGH Washington Boro W Stewart, between Lincoln and Grand $ 220,000 Replace 1,100 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure 142 North Operating Area WASHINGTON BOROUGH Washington Boro State Street between Lincoln and Grand $ 240,000 Replace 1,200 8 Ductile Iron 1940's 4 Cast Iron System Flows and Pressure Washington Sunrise Terrace from Oakwood Avenue to Oakwood 66 North Operating Area WASHINGTON TWP Terrace $ 350, Replace Ductile Iron Safety and Reliability/Structural 137 North Operating Area WASHINGTON TWP Washington New Street between Lincoln and Belvidere $ 102, Replace Ductile Iron System Flows and Pressure North Operating Area WASHINGTON TWP Washington Alleger St off Broad Street $ 62, Replace Ductile Iron System Flows and Pressure 30 Jackson Valley Rd from Mine Hill Road end of main past Jackson 5762 North Operating Area WASHINGTON TWP Parkway $ 837, Replace Ductile Iron 19's 6 Asbestos Cement System Flows and Pressure 5764 North Operating Area WASHINGTON TWP Valley View Rd from End to Pohatcong Ave $ 138,000 Replace 6 8 Asbestos Cement 19's 6 Asbestos Cement System Flows and Pressure 2018Q North Operating Area WASHINGTON TWP Jackson Parkway from Pohatcong Dr to Jackson Valley Rd $ 101,250 Replace Ductile Iron 19's 8 Asbestos Cement System Flows and Pressure Q North Operating Area WASHINGTON TWP Fisher Ave from Railroad Ave to Washburn Ave $ 275,000 Replace 1,375 8 Ductile Iron 1930's 4 Cast Iron Water Quality 2020Q4 57 North Operating Area WASHINGTON TWP Washington Ave from Brass Castle Rd to Mill Pond Road $ 725,000 Replace 2,0 16 Ductile Iron 1950's 8 Cast Iron System Flows and Pressure 2020Q North Operating Area WASHINGTON TWP Pohatcong Ave from Valley View Rd to Pohatcong Dr $ 123,000 Replace Ductile Iron 19's 6 Asbestos Cement System Flows and Pressure 2020Q North Operating Area WASHINGTON TWP DOGWOOD LANE $ 192,000 Replace 9 8 Ductile Iron 1930's 2 Galvanized Steel System Flows and Pressure 5761 North Operating Area WASHINGTON TWP Plane Hill Road from Partridge Run to Kinnaman Ave $ 181,000 Replace 5 8 Ductile Iron 19's 8 Cast Iron System Flows and Pressure 6184 North Operating Area WASHINGTON TWP OLD SCHOOL HOUSE RD $ 134,000 Replace Ductile Iron 1930's 2 Galvanized Steel System Flows and Pressure 130 North Operating Area WASHINGTON TWP Washington Washburn Road Changwater to S Lincoln $ 945,000 Replace 4, Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure 5767 North Operating Area WASHINGTON TWP Pohatcong Dr from Pohatcong Ave to end $ 307,000 Replace 1,535 8 Ductile Iron 19's 6 Asbestos Cement System Flows and Pressure Watchung Mountain Blvd (CR 527) Phase 1 from Weptumpka Lane 550 Central Operating Area WATCHUNG BOROUGH East to Brookdale Road $ 750, Replace Ductile Iron Relocation/Opportunity Watchung Mountain Blvd (CR 527) from Old Stirling Road to 645 Central Operating Area WATCHUNG BOROUGH Wetumpka Lane East $ 800, Replace Ductile Iron Relocation/Opportunity 7038 Central Operating Area WATCHUNG BOROUGH Johnston Drive $ 171, Replace Ductile Iron Unknown 8 Unknown Safety and Reliability/Structural West Long Branch Main lowering's on Orchard Road in varios Coastal Operating Area WEST LONG BRANCH locations $ 100, Replace Ductile Iron #N/A #N/A #N/A Relocation/Opportunity 61 Coastal Operating Area WEST LONG BRANCH West Long Branch Heidl Avenue $ 99, Replace 6 6 Ductile Iron 1950's 2 Cast Iron Safety and Reliability 6191 Coastal Operating Area WEST LONG BRANCH West Long Branch Golf Street $ 34, Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure Coastal Operating Area WEST LONG BRANCH North Locust Avenue $ 44, Replace Ductile Iron 1920's 2 Cast Iron Safety and Reliability Coastal Operating Area WEST LONG BRANCH Laurel Street $ 105, Replace Ductile Iron 1920's 2 Cast Iron System Flows and Pressure 6146 Coastal Operating Area WEST LONG BRANCH West Long Branch Woodland Drive $ 118,500 Replace 7 8 Ductile Iron 1950's 6 Asbestos Cement System Flows and Pressure 2017Q4 West Long Branch Woolley Place from Monmouth Road to Baker WEST LONG BRANCH 5927 Coastal Operating Area Drive $ 105,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure West Long Branch Baker Drive from Woolley Place and Hendrickson WEST LONG BRANCH 5928 Coastal Operating Area Place $ 105,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure 69 Coastal Operating Area WEST LONG BRANCH West Long Branch Maple Avenue on either side on Pinewood Avenue $ 68,250 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure 30 West Long Branch Elmwood Avenue from Wall Street to north of WEST LONG BRANCH 71 Coastal Operating Area Hollywood Avenue $ 78,000 Replace Ductile Iron 1950's 2 Cast Iron System Flows and Pressure West Long Branch Pine Avenue between Chestnut Place and Walnut WEST LONG BRANCH Coastal Operating Area Place $ 73,500 Replace 4 6 Ductile Iron 1920's 2 Cast Iron System Flows and Pressure 6189 Coastal Operating Area WEST LONG BRANCH West Long Branch Poplar Avenue $,000 Replace Ductile Iron 1950's 2 Cast Iron Safety and Reliability North Operating Area WEST ORANGE West Orange Mayfair Dr $ 463, Replace Ductile Iron Safety and Reliability/Structural 50 North Operating Area WEST ORANGE West Orange PVWay $ 1,427, Replace Ductile Iron Safety and Reliability/Structural 51 North Operating Area WEST ORANGE West Orange Underwood Rd (between Blackstock and Tenney) $ 308, Replace Ductile Iron 19's 8 Cast Iron Safety and Reliability/Structural 53 North Operating Area WEST ORANGE West Orange Union Street (dead end main) $ 32, Replace Ductile Iron Safety and Reliability/Structural North Operating Area WEST ORANGE West Orange Rehab Phase 2 $ 780, Rehab Other System Flows and Pressure 148 North Operating Area WEST ORANGE West Orange Rehab Phase 3 $ 0, Rehab Other System Flows and Pressure 149 North Operating Area WEST ORANGE West Orange Rehab Phase 4 $ 975, Rehab Other System Flows and Pressure 150 North Operating Area WEST ORANGE West Orange Rehab Phase 5 $ 1,106, Rehab Other 1930's 6 Cast Iron System Flows and Pressure 453 North Operating Area WEST ORANGE West Orange Rehab Fairview to S Orange Ave (16") from Phase 1 $ 1,125, Rehab Other Water Quality 454 North Operating Area WEST ORANGE West Orange Rehab S Orange Ave to Luddington (16") from Phase 1 $ 840, Rehab Other Water Quality West Orange Lawrence Ave, Helen Ave & Florence Pl 3M Skotchkote 538 North Operating Area WEST ORANGE Pipe Renewal Liner 2400 $ 275, Rehab 10 6 Other Water Quality 5619 North Operating Area WEST ORANGE Tenney Rd W Orange $ 2, Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability Eagle Rock Ave. (Tie in to 8" CI west of VWO 1422 up to Laurel Rd. and 6224 North Operating Area WEST ORANGE down Laurel Rd. $ 675, Replace Ductile Iron Unknown 8 Cast Iron System Flows and Pressure 6234 North Operating Area WEST ORANGE Nestro Rd from Pleasant Valley in complete loop $ 0, Replace Ductile Iron Relocation/Opportunity 6236 North Operating Area WEST ORANGE Midro Way from Nestro Rd to Nestro Rd $ 118, Replace 5 8 Ductile Iron Relocation/Opportunity 6674 North Operating Area WEST ORANGE West Orange Mount Pleasant Ave $ 1,100, Replace Ductile Iron 19's 12 Cast Iron Safety and Reliability/Structural 6714 North Operating Area WEST ORANGE WEST ORANGE Woodland Ave between Forest and Prospect $ 483, Replace Ductile Iron 1950's 6 Asbestos Cement Safety and Reliability 7214 North Operating Area WEST ORANGE Roosevelt Ave 6" replacement $ 200, Replace Ductile Iron Safety and Reliability 7229 North Operating Area WEST ORANGE Brook End Drive $ 65, Replace Ductile Iron Safety and Reliability North Operating Area WEST ORANGE WEST ORANGE Walker Rd from Burnett Terr to Undercliff Terr $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2017Q North Operating Area WEST ORANGE WEST ORANGE Eagle Rock Ave from 700' east of Prospect to Laurel $ 2,092,500 Replace 9, Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2017Q North Operating Area WEST ORANGE Gregory Place $ 170,000 Replace Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 2018Q North Operating Area WEST ORANGE WEST ORANGE Eagle Rock Ave from Mississippi to Smith Manor Blvd $ 680,000 Replace 3,400 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability 2018Q4 14 North Operating Area WEST ORANGE Crestwood Drive $ 275,000 Replace 1,223 8 Ductile Iron CI Safety and Reliability 2018Q4 St. Cloud Avenue, Chestnut Rd, Rodman Place, Sheridan Ave and Lenox WEST ORANGE 6206 North Operating Area Terrace $ 1,807,500 Rehab 7, 's None Selected Cast Iron Water Quality 2020Q North Operating Area WEST ORANGE WEST ORANGE St. Cloud Ave From Old Indian Rd to Arverne Rd $ 4,000 Replace 2,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 2020Q4 Page 64 of 66

239 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter 49 North Operating Area WEST ORANGE West Orange Mitchell St (bet Colony & Rollinson) $ 330,000 Replace 1,650 8 Ductile Iron 1920's 6 Cast Iron Safety and Reliability/Structural 6202 North Operating Area WEST ORANGE St. Cloud Avenue from Old Indian Road to Arverne Rd $ 440,000 Replace 2,200 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6204 North Operating Area WEST ORANGE Arverne Rd from St. Cloud Ave to Highland Blvd $ 500,000 Replace 2,500 8 Ductile Iron Safety and Reliability/Structural 6205 North Operating Area WEST ORANGE Edgewood Ave from Arverne Rd to Old Salem Rd $ 367,000 Replace 1,835 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6221 North Operating Area WEST ORANGE Woodland Avenue from Forest Avenue to Prospect Avenue $ 413,000 Replace 2,065 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural WEST ORANGE Belle Terre Rd from Pleasant Valley Way to Coolidge WEST ORANGE 67 North Operating Area Ave $ 2,000 Replace 1,300 8 Galvanized Steel Unknown 6 Cast Iron Safety and Reliability/Structural 6911 North Operating Area WEST ORANGE WEST ORANGE Korwel Cir + Ct from Northfield Ave $ 380,000 Replace 1,0 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6920 North Operating Area WEST ORANGE WEST ORANGE Randolph Pl from Mt Pleasant Ave to Longview St $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6922 North Operating Area WEST ORANGE WEST ORANGE Seaman Rd + Deerfield Dr from Woodland Ave $ 1,000,000 Replace 5,000 8 Ductile Iron Unknown 6 Asbestos Cement Safety and Reliability/Structural 6927 North Operating Area WEST ORANGE WEST ORANGE Sunnyside Rd from Pleasant Valley Way $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6203 North Operating Area WEST ORANGE Fairview Ave from Birchwood Ave to Chestnut Rd $ 245,000 Replace 1,400 6 Ductile Iron Safety and Reliability/Structural 6217 North Operating Area WEST ORANGE Rock Spring Avenue from Northfield Ave to Chestnut Road $ 402,000 Replace 2,010 8 Ductile Iron 1950's 6 Ductile Iron Safety and Reliability/Structural 6219 North Operating Area WEST ORANGE Lessing Road from St. Cloud to Birtchwood Ave $ 316,000 Replace 1,580 8 Ductile Iron 1950's 6 Ductile Iron Safety and Reliability/Structural 6931 North Operating Area WEST ORANGE WEST ORANGE Wellington Ave from Gregory Ave to Valley Rd $ 400,000 Replace 2,000 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural Devonshire Terrace from Mt. Pleasant Ave to end cap past Nottingham WEST ORANGE 6220 North Operating Area Rd $ 197,000 Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6227 North Operating Area WEST ORANGE Hover Ave from Pleasant Valley Way to end just past Roosevelt Ave $ 1,000 Replace Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6230 North Operating Area WEST ORANGE Old Indian Rd from Pleasant Valley Road to St. Cloud Ave $ 197,000 Replace Ductile Iron 1950's 8 Cast Iron Safety and Reliability/Structural 69 North Operating Area WEST ORANGE WEST ORANGE Forest Hill Rd from Gregory Ave to Collamore $ 500,000 Replace 2,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6925 North Operating Area WEST ORANGE WEST ORANGE Stone Dr from Blackstock Rd to Weber Rd $ 4,000 Replace 2,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6226 North Operating Area WEST ORANGE Sunnyside Rd from Pleasant Valley Way to end $ 311,000 Replace 1,555 8 Ductile Iron Safety and Reliability/Structural 6228 North Operating Area WEST ORANGE Bradley Terrace from Mt. Pleasant to Gregory Ave $ 138,000 Replace 6 8 Cast Iron 1950's 6 Cast Iron Safety and Reliability/Structural 6718 North Operating Area WEST ORANGE WEST ORANGE Old Indian Rd between Prospect and HWO 231 $ 200,000 Replace 1,000 8 Ductile Iron Pre 10 6 Cast Iron Safety and Reliability 65 North Operating Area WEST ORANGE WEST ORANGE Belgrade Terr from Bradford Ave to Club Blvd $ 300,000 Replace 1,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 68 North Operating Area WEST ORANGE WEST ORANGE Brookside Rd from Fairway Dr to Gregory Ave $ 380,000 Replace 1,0 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6910 North Operating Area WEST ORANGE WEST ORANGE Hunterdon Rd from Warren Rd to Merklin Ave $ 500,000 Replace 2,500 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6928 North Operating Area WEST ORANGE WEST ORANGE Undercliff Terr from Forest Hill Rd to Bradford Ave $ 2,000 Replace 1,300 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 6912 North Operating Area WEST ORANGE WEST ORANGE Luddington Rd from Gregory Ave to Lowell Ave $ 200,000 Replace 1,000 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 6717 North Operating Area WEST ORANGE WEST ORANGE Old Indian Rd from Pl Valley Way to Waddington $ 2,000 Replace 1,300 8 Ductile Iron 1950's 6 Cast Iron Safety and Reliability/Structural 7642 North Operating Area WEST ORANGE Walker road from Northfield Avenue to Undercliff Terrace S $ 7,000 Replace 3, Ductile Iron CI System Flows and Pressure Crystal Ave, Thorn Terrace and Comfort Avenue from Prospect Avenue WEST ORANGE 7706 North Operating Area to Pleasant Valley Way $ 1,818,500 Replace 7, Ductile Iron 19 8 CI Safety and Reliability 8859 North Operating Area WEST ORANGE Walker Road form Northfield Ave to Mountain Way $ 1,075,000 Replace 4, Ductile Iron CI System Flows and Pressure 8851 North Operating Area WEST ORANGE Mt Pleasant Ave from Prospect ave to Gregory Ave $ 765,000 Replace 3, Ductile Iron CI System Flows and Pressure 8967 North Operating Area WEST ORANGE Porter Rd from Pl Valley Way to end $ 400,000 Replace 1,768 8 Ductile Iron CI Safety and Reliability/Structural Rosemont Court, Rosemont Ln & the cul de sac of Rosemont Terr near WEST ORANGE 08 North Operating Area Rosemont Dr $ 1,000 Replace Ductile Iron CI Safety and Reliability 9295 North Operating Area WEST ORANGE Voseller Court $ 100,000 Replace Ductile Iron CI Safety and Reliability/Structural North Operating Area WEST ORANGE West Orange Rehab Phase 6 $ 3,382,500 Rehab 22, Other 1930's 16 Cast Iron System Flows and Pressure 152 North Operating Area WEST ORANGE West Orange Rehab Phase 2 Replace $ 7,500 Replace 2, Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 153 North Operating Area WEST ORANGE West Orange Rehab Phase 3 Replace $ 247,500 Replace 1,100 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 154 North Operating Area WEST ORANGE West Orange Rehab Phase 4 Replace $ 67,500 Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure North Operating Area WEST ORANGE West Orange Rehab Phase 5 Replace $ 326,250 Replace 1,450 8 Ductile Iron 1930's 6 Cast Iron System Flows and Pressure Ahern Ave. (from Barton Dr. to end cap) and Barton Dr. (from Laurel WEST ORANGE 6225 North Operating Area Dr. to end cap) $ 227,500 Replace 1,300 6 Ductile Iron Unknown 6 Unknown System Flows and Pressure C&L Virginia Ave, Grant Terrace, Winfields St, Kirk St., Maple St. and WEST ORANGE 6229 North Operating Area Elm Street $ 889,400 Rehab 4,447 8 Other Unknown 6 Unknown Water Quality 6913 North Operating Area WEST ORANGE WEST ORANGE Northfield Ave from Walker Rd to Main St $ 2,000,000 Replace 10,000 8 Ductile Iron Unknown 4 Cast Iron Safety and Reliability/Structural 6914 North Operating Area WEST ORANGE WEST ORANGE Pleasant Valley Way from Eagle Rock Ave to I 280 $ 1,000,000 Replace 5,000 8 Ductile Iron Unknown 6 Cast Iron Safety and Reliability/Structural 7221 North Operating Area WEST ORANGE West Orange Rehab Phase 5a $ 250,000 Rehab 3,300 6 Cast Iron Water Quality 72 North Operating Area WEST ORANGE Prospect Av from Eagle Rock to Marcella $ 1,300,000 Replace 5, Ductile Iron System Flows and Pressure 9442 North Operating Area WEST ORANGE 2016 West Orange Cleaning and Lining $ 1,000, Rehab Cast Iron CI System Flows and Pressure 7291 North Operating Area WEST ORANGE Eagle Rock from Prospect to Pleasant Valley Way $ 1,300,000 Replace 5, Ductile Iron System Flows and Pressure 9453 North Operating Area WEST ORANGE Pleasant Valley Way from Northfield to Galloway $ 1,250,000 Replace 5, Ductile Iron 19 8 CI Safety and Reliability/Structural 9454 North Operating Area WEST ORANGE Pleasant Valley Way from Galloway to Mt Pleasant $ 1,0,000 Replace 4, Ductile Iron CI Safety and Reliability/Structural 9455 North Operating Area WEST ORANGE Pleasant Valley Way from Mount Pleasant to Eagle Rock $ 1,700,000 Replace 6, Ductile Iron CI Safety and Reliability/Structural 637 Central Operating Area WEST WINDSOR TWP West Windsor RT 535 Old Trenton Road Bridge $ 180, Replace 2 16 HDPE Relocation/Opportunity 30 West Windsor Old Trenton Rd ( RT 535 ) by Big Bear Creek West Central Operating Area WEST WINDSOR TWP Windsor $, Replace Ductile Iron Relocation/Opportunity 7714 Central Operating Area WEST WINDSOR TWP Cranbury Road bridge replacement $ 225, Replace HDPE 19 8 DI System Flows and Pressure West Windsor Alexander WallaceIntersection of N Post to WEST WINDSOR TWP 5 Central Operating Area Harris AveMajor restoration each time over 10, $ 330,000 Replace 1,4 12 Ductile Iron 19's 10 Cast Iron Safety and Reliability/Structural 2018Q4 6 Central Operating Area WEST WINDSOR TWP West Windsor Fisher Ave. $ 98,400 Replace Ductile Iron 1930's 6 Asbestos Cement Safety and Reliability/Structural 2018Q4 7 Central Operating Area WEST WINDSOR TWP West Windsor Washington RoadRoute 1 to Fairview 12" main $ 297,000 Replace 1, Ductile Iron 1950's 10 Cast Iron Safety and Reliability/Structural 2018Q4 8 Central Operating Area WEST WINDSOR TWP West Windsor Wheeler Way $ 238,500 Replace 1,325 8 Ductile Iron Unknown 8 Cast Iron Safety and Reliability/Structural 2018Q4 402 Southwest Operating Area WESTAMPTON TWP Westampton Holly Lane Bloomfield Avenue to Rancocas Road $ 570, Replace Ductile Iron 19's 6 Asbestos Cement System Flows and Pressure 404 Southwest Operating Area WESTAMPTON TWP Westampton Price Drive Lambert Drive to Holly Lane $ 143, Replace Ductile Iron 19's 6 Asbestos Cement Safety and Reliability/Structural 405 Southwest Operating Area WESTAMPTON TWP Westampton Bloomfield Drive from Pennington to Devonshire Drive $ 570, Replace Ductile Iron Safety and Reliability/Structural 406 Southwest Operating Area WESTAMPTON TWP Westampton Lambert Drive Bloomfield Drive to Rancocas Road $ 400, Replace Ductile Iron Safety and Reliability/Structural Westampton Odgen Drive from Lambert Road to Holly Lane; multiple 407 Southwest Operating Area WESTAMPTON TWP leaks. $ 152, Replace Ductile Iron Safety and Reliability/Structural 408 Southwest Operating Area WESTAMPTON TWP Westampton Fort Drive and Fort Place Russo Drive to Holly Lane $ 285, Replace Ductile Iron 19's 6 Asbestos Cement Safety and Reliability/Structural Westampton David Street from Lambert Road to Holly Lane; multiple 409 Southwest Operating Area WESTAMPTON TWP leaks. $ 171, Replace 0 8 Ductile Iron Safety and Reliability/Structural 7108 Southwest Operating Area WESTAMPTON TWP Westampton Russo Drive Bloomfield Drive to Dead End $ 133, Replace Ductile Iron Safety and Reliability/Structural Westampton Pennington Avenue EAST Patterson Drive to Howell 7177 Southwest Operating Area WESTAMPTON TWP Drive $ 4, Replace Ductile Iron 19 6 AC Safety and Reliability/Structural 7238 Southwest Operating Area WESTAMPTON TWP Westampton Greenwich Drive, Tarnsfield Road, Quail Hollow Drive $ 702, Replace Ductile Iron Safety and Reliability/Structural Page 65 of 66

240 New Jersey American Water. Inc Foundational Filing Appendix C Id District Municipaity Project Title NJAW Funded (dollars) Project Type Prop. Length (feet) Prop. Dia. (inches) Proposed Pipe Material Decade Installed Ex. Dia. (inches) Existing Pipe Material Accelerated Asset Investment Category Est. Project Duration Est. In Service Quarter Westampton Pennington Avenue WEST Bloomfield Drive to WESTAMPTON TWP 403 Southwest Operating Area Bloomfield Drive $ 505,400 Replace 2,6 8 Ductile Iron 1970's 6 Asbestos Cement Safety and Reliability/Structural 2020Q4 412 Southwest Operating Area WESTAMPTON TWP Westampton Holly Lane Bloomfield Drive to Rancocas Road $ 1,000 Replace 1,000 8 Ductile Iron 19's 8 Asbestos Cement Relocation/Opportunity 2020Q4 413 Southwest Operating Area WESTAMPTON TWP Westampton Rancocas Road Lambert Drive to Holly Lane $ 152,000 Replace Ductile Iron 19's 8 Asbestos Cement Safety and Reliability/Structural 2020Q4 WESTAMPTON TWP Westampton Holly Lane, Seeley Drive, and Stratton Drive Between 7514 Southwest Operating Area Pennington Drive to Orchard Street and Bloomfield to High Street $ 7,000 Replace 3, Ductile Iron Safety and Reliability/Structural 2020Q4 Westampton Devonshire Drive Between Tarnsfield Road to Dublin WESTAMPTON TWP 7515 Southwest Operating Area Drive $ 135,000 Replace Ductile Iron DI Safety and Reliability/Structural 2020Q4 410 Southwest Operating Area WESTAMPTON TWP Westampton Irick Road Woodlane Road to Rancocas Road $ 494,000 Replace 2,0 16 Ductile Iron 19's 8 Asbestos Cement Safety and Reliability/Structural Westampton Noryn Lane Woodlane Road to Burlington Mount WESTAMPTON TWP 411 Southwest Operating Area Holly Road $ 114,000 Replace 0 12 Ductile Iron 19's 10 Asbestos Cement Safety and Reliability/Structural 5505 Southwest Operating Area WESTAMPTON TWP Westampton Rancocas Road from Irick Road to Hydrant HWEA 76 $ 450,000 Replace 2, Ductile Iron 1970's 8 Ductile Iron System Flows and Pressure Westampton Irick Road and Woodlane Road Between Mount Holly WESTAMPTON TWP 8696 Southwest Operating Area Bypass to Rancocas Road $ 2,445,000 Replace 10, Ductile Iron AC Safety and Reliability/Structural 5282 Central Operating Area WESTFIELD Westfield Coolidge St. From Gallows Hill Rd. to Benson Pl. $ 565,0.00 Replace Ductile Iron Relocation/Opportunity 5521 Central Operating Area WESTFIELD Ramapo Way, Lenape Trail & Watchung Fork $ 575, Replace Ductile Iron 1930's 6 Cast Iron System Flows and Pressure 6243 Central Operating Area WESTFIELD N. Cottage Pl. & Cottage Pl. $ 594, Replace Ductile Iron Unknown 6 Cast Iron System Flows and Pressure 6580 Central Operating Area WESTFIELD Boulevard ( Clover to Ayliffe ) $ 284, Replace Ductile Iron 1920's 6 Cast Iron Water Quality 6582 Central Operating Area WESTFIELD Hyslip Ave. ( Shackamaxon Dr. to Knollwood Terr. ) $ 362, Replace Ductile Iron 1920's 6 Cast Iron System Flows and Pressure 6584 Central Operating Area WESTFIELD Amy Dr. ( Rahway to Dead End ) $ 88,0.00 Replace Ductile Iron 19's 2 Cast Iron Water Quality 6671 Central Operating Area WESTFIELD Cleaning & Lining $ 2,000, Rehab Cast Iron 1930's 6 Cast Iron System Flows and Pressure 6833 Central Operating Area WESTFIELD Amy Dr. ( Dead End ) $ 16, Replace 94 6 Ductile Iron 19's 2 Cast Iron System Flows and Pressure Central Operating Area WESTFIELD Woodmere Dr. ( Fair Hill Dr. to Dead End ) $ 42, Replace HDPE 1950's 2 Galvanized Steel Water Quality Central Operating Area WESTFIELD Cleaning and Lining $ 5,000, Rehab Cast Iron System Flows and Pressure 9274 Central Operating Area WESTFIELD St. Paul St. ( North Ave. to E. Broad St. ) $ 346,365 Replace 1,782 8 Ductile Iron 10 6 CI System Flows and Pressure 2019Q Central Operating Area WESTFIELD St. Marks Ave. ( from S. Chestnut to St. Paul ) $ 503,745 Replace 2,077 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area WESTFIELD Tremont Ave. ( from S. Chestnut to St. Paul ) $ 491,920 Replace 2,301 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area WESTFIELD Fairmont Ave. ( from S. Chestnut to S. Euclid ) $ 352,385 Replace 2,033 8 Ductile Iron CI System Flows and Pressure 2020Q Central Operating Area WESTFIELD Hillcrest Ave. ( from S. Chestnut to North Ave. ) $ 345,935 Replace 1,9 8 Ductile Iron 10 6 CI System Flows and Pressure 2020Q Central Operating Area WESTFIELD North Ave. ( W. Dudley to 4th Ave.) $ 1,846,800 Rehab 8, Cast Iron 1910's None Selected Cast Iron System Flows and Pressure 9128 Central Operating Area WESTFIELD East Broad St (Between North Ave and Elmer St) $ 424,800 Replace 1, Ductile Iron CI System Flows and Pressure 9129 Central Operating Area WESTFIELD Nelson Pl and Ludlow Pl (between Clark to copperwhaite) $ 205,540 Replace Ductile Iron CI System Flows and Pressure Cedar Ter, Mountainview Cir and Standish Ave( From Hillside Ave to WESTFIELD 9130 Central Operating Area Hillside Ave) $ 327,015 Replace 1,550 8 Ductile Iron CI System Flows and Pressure 9131 Central Operating Area WESTFIELD S. Euclid Ave. ( North to E. Broad St. ) $ 462,465 Replace 2,151 8 Ductile Iron CI System Flows and Pressure 9132 Central Operating Area WESTFIELD Lenox Ave. ( Elmer to Stanley ) $ 419,250 Replace 1,950 8 Ductile Iron DI System Flows and Pressure 9133 Central Operating Area WESTFIELD Stanley Ave (From Hillcrest Ave to E Broad ST $ 316,480 Replace 1,472 8 Ductile Iron CI System Flows and Pressure 6841 Central Operating Area WESTFIELD Easement Echo Lake CC ( Woodland to Springfield ) $ 1,018,500 Replace 4, Ductile Iron 19's 16 Asbestos Cement Water Quality 70 Central Operating Area WOODBRIDGE TWP St. Georges Home Depot $ 300,000 Replace Ductile Iron CEM Safety and Reliability/Structural Q4 52 North Operating Area WOODLAND PARK Woodland Park Memorial Dr $ 49, Replace Ductile Iron Safety and Reliability/Structural North Operating Area WOODLAND PARK 827 North Operating Area WOODLAND PARK Woodland Park Glover Ave replace approx 270LF of dead end 2" CI main circa 1930 with 380LF of 8" to connect to dead end on McBride. $ 91, Replace Ductile Iron System Flows and Pressure Woodland Park Terrace Ave replace approx 500LF of 6" CI main circa 1920's with like amount of 8" DI due to tuberculation. $ 107, Replace Ductile Iron System Flows and Pressure 30 Woodland Park Glover Ave replace approx 270LF of dead end 2" CI North Operating Area WOODLAND PARK main circa 1930 with 380LF of 8" to connect to dead end on McBride. $ 76, Replace Ductile Iron System Flows and Pressure Woodland Park Terrace Ave replace approx 500LF of 6" CI main circa 829 North Operating Area WOODLAND PARK 1920's with like amount of 8" DI due to tuberculation. $ 107, Replace Ductile Iron System Flows and Pressure 56 North Operating Area WOODLAND PARK McBride Av north end $ 380,000 Replace 1,0 8 Ductile Iron 1920's 8 Cast Iron System Flows and Pressure 2017Q4 Clean & Line all unlined CI mains in Woodland Park due to fire flows WOODLAND PARK 646 North Operating Area and DW. $ 4,012,000 Rehab 40, 6 Other Unknown 6 Cast Iron System Flows and Pressure tbd N/A N/A N/A LARGE DIAMETER PIPE REPLACEMENTS $ 30,000,000 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A MUNICIPAL MAIN RELOCATIONS $ 20,000,001 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 66 of 66

241 APPENDIX D NJAWC Proposed DSIC Assesment 1 Total Proposed DSIC Additions (Aug 2018-Jan 2019) $ 57,141,165 Less: Base Expenditures (Aug 2018-Jan 2019) (6,000,000) Eligible Investment (Qualified DSIC Additions to UPIS During DSIC Period) 51,141,165 (A) Less: Accum Depr (180,075) (B) Less: Deferred Tax (115,968) (C) Eligible Net Investment (net DSIC Additions to UPIS During DSIC Period) 50,845,122 Times Pre-Tax ROR X 10.34% (D) Pre-Tax Return on Investment 5,256,949 Add Depreciation 720,301 Revenue Recovery 5,977,250 Revenue Factor (E) DSIC Revenue Requirement Recovery Amount - Annual 6,994,563 (F) DSIC Revenue Requirement Recovery Amount - Monthly $582,880 (A) - Includes 6-months actual DSIC eligible projects closed to UPIS during DSIC Period (B) - Accumulated Depreciation: DSIC Eligible projects closed to UPIS $51,141,165 Composit Depreciation rate 1.41% Depreciation Expense 720,301 1/2 Year Convention (for first 6-months) 180,075 (C) - Deferred Taxes: DSIC Eligible projects closed to UPIS $51,141,165 MACRC rate for 1st Year Water Plant 4.00% Tax Depreciation 1st Year 511,412 Book Depreciation 180,075 Tax Depr Greater than Book 331,336 Deferred Taxes at 35% $115,968 (D) - Pre-Tax Rate of Return: COST WEIGHTED AVG Pre-Tax RATIOS RATE COST of CAPITAL ROR Long Term Debt 46.00% 4.87% 2.24% 2.24% Common Equity 54.00% 9.75% 5.27% 8.10% Subtotal Return on Rate Base % 7.50% 10.34% (E) - Revenue Factor: Dollar of Revenue $ Less: GRT Tax ( ) (per WR As Filed) Less: Bad Debts & Reg Assessments ( ) (per WR As Filed) Less: BPU Assessment ( ) (per most recent assessment) Less: DRC Assessment ( ) (per most recent assessment) Revenue remaining after taxes, bad debts, and assessments $ Revenue [Gross-up] Factor $ (F)- Revenue Requirement: Please note that the revenue requirement is limited by the DSIC-cap described above. For example if the Company's annual revenues established in their last base rate case were $100,000,000, then the DSIC-cap would be calculated as follows: Total annual revenues from most recent base rate case of $100,000,000 X 5.00% = $5,000,000 The Company's revenue requirement in the above example can not be greater than $5,000,000 per year. Monthly cost per 5/8th Inch Meter - Typical Residential Customer - $0.68 DSIC Revenue as a % of total Water Revenue $827,885, % Page 1 of 7

242 APPENDIX D NJAWC Proposed DSIC Assesment 2 (Jan - June 2013) Total Proposed DSIC Additions (Feb 2019-July 2019) 121,348,751 Less: Base Expenditures (Feb 2019-July 2019) (19,066,421) Total Proposed DSIC Additions (Aug 2018-Jan 2019) 57,141,165 Less: Base Expenditures (Aug 2018-Jan 2019) (6,000,000) Eligible Investment (Qualified DSIC Additions to UPIS During DSIC Period) 153,423,495 (A) Less: Accum Depr (0,376) (B) Less: Deferred Tax (579,839) (C) Eligible Net Investment (net DSIC Additions to UPIS During DSIC Period) 151,943,280 Times Pre-Tax ROR X 10.34% (D) Pre-Tax Return on Investment 15,709,631 Add Depreciation 2,1,3 Revenue Recovery 17,870,534 Revenue Factor (E) DSIC Revenue Requirement Recovery Amount - Annual 20,912,053 (F) DSIC Revenue Requirement Recovery Amount - Monthly $1,742,671 (A) - Includes 6-months actual DSIC eligible projects closed to UPIS during DSIC Period (B) - Accumulated Depreciation: 1st 6-Months 2nd 6-Months Total DSIC Eligible projects closed to UPIS $51,141, ,282,330 $153,423,495 Composit Depreciation rate 1.41% 1.41% 1.41% Depreciation Expense 720,301 1,440,2 2,1,3 1/2 Year Convention (for first 6-months) $540,226 $3,150 $0,376 (C) - Deferred Taxes: 1st 6-Months 2nd 6-Months Total DSIC Eligible projects closed to UPIS $51,141,165 $102,282,330 $153,423,495 MACRC rate for 1st Year Water Plant 4.00% 4.00% 4.00% Tax Depreciation 1st Year 1,534,235 1,022,823 2,557,058 Book Depreciation 540,226 3,150 0,376 Tax Depr Greater than Book 994, ,673 1,656,682 Deferred Taxes at 35% $347,3 $231,936 $579,839 (D) - Pre-Tax Rate of Return: COST WEIGHTED AVG Pre-Tax RATIOS RATE COST of CAPITAL ROR Long Term Debt 46.00% 4.87% 2.24% 2.24% Common Equity 54.00% 9.75% 5.27% 8.10% Subtotal Return on Rate Base % 7.50% 10.34% (E) - Revenue Factor: Dollar of Revenue $ Less: GRT Tax ( ) (per WR As Filed) Less: Bad Debts & Reg Assessments ( ) (per WR As Filed) Less: BPU Assessment ( ) (per most recent assessment) Less: DRC Assessment ( ) (per most recent assessment) Revenue remaining after taxes, bad debts, and assessments $ Revenue [Gross-up] Factor $ (F)- Revenue Requirement: Please note that the revenue requirement is limited by the DSIC-cap described above. For example if the Company's annual revenues established in their last base rate case were $100,000,000, then the DSIC-cap would be calculated as follows: Total annual revenues from most recent base rate case of $100,000,000 X 5.00% = $5,000,000 The Company's revenue requirement in the above example can not be greater than $5,000,000 per year. Monthly cost per 5/8th Inch Meter - Typical Residential Customer - $2.03 DSIC Revenue as a % of total Water Revenue $827,885, % Page 2 of 7

243 APPENDIX D NJAWC Proposed DSIC Assesment 3 (Jan - June 2013) Total Proposed DSIC Additions (Aug 2019-Jan 2020) $ 57,141,165 Less: Base Expenditures (Aug 2019-Jan 2020) (6,000,000) Total Proposed DSIC Additions (Feb 2019-July 2019) 121,348,751 Less: Base Expenditures (Feb 2019-July 2019) (19,066,421) Total Proposed DSIC Additions (Aug 2018-Jan 2019) 57,141,165 Less: Base Expenditures (Aug 2018-Jan 2019) (6,000,000) Eligible Investment (Qualified DSIC Additions to UPIS During DSIC Period) $ 204,564,6 (A) Less: Accum Depr (2,1,3) (B) Less: Deferred Tax (1,391,613) (C) Eligible Net Investment (net DSIC Additions to UPIS During DSIC Period) 201,012,144 Times Pre-Tax ROR X 10.34% (D) Pre-Tax Return on Investment 20,782,931 Add Depreciation 2,881,204 Revenue Recovery 23,664,135 Revenue Factor (E) DSIC Revenue Requirement Recovery Amount - Annual 27,691,709 (F) DSIC Revenue Requirement Recovery Amount - Monthly $2,307,642 (A) - Includes 6-months actual DSIC eligible projects closed to UPIS during DSIC Period (B) - Accumulated Depreciation: 1st 6-Months 2nd 6-Months 3rd 6-Months Total DSIC Eligible projects closed to UPIS 51,141, ,282,330 $51,141,165 $204,564,6 Composit Depreciation rate 1.41% 1.41% 1.41% 1.41% Depreciation Expense 720,301 1,440,2 720,301 2,881,204 1/2 Year Convention (for first 6-months) $0,376 $1,080,451 $180,075 $2,1,3 (C) - Deferred Taxes: 1st 6-Months 2nd 6-Months 3rd 6-Months Total DSIC Eligible projects closed to UPIS $51,141,165 $102,282,330 $51,141,165 $204,564,6 MACRC rate for 1st Year Water Plant 4.00% 4.00% 4.00% 4.00% Tax Depreciation 1st Year 2,557,058 3,068, ,412 6,136,940 Book Depreciation 0,376 1,080, ,075 2,1,3 Tax Depr Greater than Book 1,656,682 1,988, ,336 3,976,037 Deferred Taxes at 35% $579,839 $695,807 $115,968 $1,391,613 (D) - Pre-Tax Rate of Return: COST WEIGHTED AVG Pre-Tax RATIOS RATE COST of CAPITAL ROR Long Term Debt 46.00% 4.87% 2.24% 2.24% Common Equity 54.00% 9.75% 5.27% 8.10% Subtotal Return on Rate Base % 7.50% 10.34% (E) - Revenue Factor: Dollar of Revenue $ Less: GRT Tax ( ) (per most recent base rate case) Less: Bad Debts & Reg Assessments ( ) (per most recent base rate case) Less: BPU Assessment ( ) (per most recent assessment) Less: DRC Assessment ( ) (per most recent assessment) Revenue remaining after taxes, bad debts, and assessments $ Revenue [Gross-up] Factor $ (F)- Revenue Requirement: Please note that the revenue requirement is limited by the DSIC-cap described above. For example if the Company's annual revenues established in their last base rate case were $100,000,000, then the DSIC-cap would be calculated as follows: Total annual revenues from most recent base rate case of $100,000,000 X 5.00% = $5,000,000 The Company's revenue requirement in the above example can not be greater than $5,000,000 per year. Monthly cost per 5/8th Inch Meter - Typical Residential Customer - $2.69 DSIC Revenue as a % of total Water Revenue $827,885, % Page 3 of 7

244 APPENDIX D NJAWC Proposed DSIC Assesment 4 (Jan - June 2013) Total Proposed DSIC Additions (Feb 2020-July 2020) $ 121,348,751 Less: Base Expenditures (Feb 2020-July 2020) (19,066,421) Total Proposed DSIC Additions (Aug 2019-Jan 2020) 57,141,165 Less: Base Expenditures (Aug 2019-Jan 2020) (6,000,000) Total Proposed DSIC Additions (Feb 2019-July 2019) 121,348,751 Less: Base Expenditures (Feb 2019-July 2019) (19,066,421) Total Proposed DSIC Additions (Aug 2018-Jan 2019) 57,141,165 Less: Base Expenditures (Aug 2018-Jan 2019) (6,000,000) Eligible Investment (Qualified DSIC Additions to UPIS During DSIC Period) $ 306,846,9 (A) Less: Accum Depr (3,961,655) (B) Less: Deferred Tax (2,551,291) (C) Eligible Net Investment (net DSIC Additions to UPIS During DSIC Period) 300,334,045 Times Pre-Tax ROR X 10.34% (D) Pre-Tax Return on Investment 31,051,963 Add Depreciation 4,321,805 Revenue Recovery 35,373,769 Revenue Factor (E) DSIC Revenue Requirement Recovery Amount - Annua 41,394,292 (F) DSIC Revenue Requirement Recovery Amount - Monthly $3,449,524 (A) - Includes 6-months actual DSIC eligible projects closed to UPIS during DSIC Period (B) - Accumulated Depreciation: 1st 6-Months 2nd 6-Months 3rd 6-Months 4th 6-Months Total DSIC Eligible projects closed to UPIS $51,141,165 $102,282,330 $51,141,165 $102,282,330 $306,846,9 Composit Depreciation rate 1.41% 1.41% 1.41% 1.41% 1.41% Depreciation Expense 720,301 1,440,2 720,301 1,440,2 4,321,805 1/2 Year Convention (for first 6-months) $1,2,527 $1,800,752 $540,226 $3,150 $3,961,655 (C) - Deferred Taxes: 1st 6-Months 2nd 6-Months 3rd 6-Months 4th 6-Months Total DSIC Eligible projects closed to UPIS $51,141,165 $102,282,330 $51,141,165 $102,282,330 $306,846,9 MACRC rate for 1st Year Water Plant 4.00% 4.00% 4.00% 4.00% 4.00% Tax Depreciation 1st Year 3,579,882 5,114,117 1,534,235 1,022,823 11,251,056 Book Depreciation 1,2,527 1,800, ,226 3,150 3,961,655 Tax Depr Greater than Book 2,319,355 3,313, , ,673 7,289,401 Deferred Taxes at 35% $811,774 $1,159,678 $347,3 $231,936 $2,551,291 (D) - Pre-Tax Rate of Return: COST WEIGHTED AVG Pre-Tax RATIOS RATE COST of CAPITAL ROR Long Term Debt 46.00% 4.87% 2.24% 2.24% Common Equity 54.00% 9.75% 5.27% 8.10% Subtotal Return on Rate Base % 7.50% 10.34% (E) - Revenue Factor: Dollar of Revenue $ Less: GRT Tax ( ) (per WR As Filed) Less: Bad Debts & Reg Assessments ( ) (per WR As Filed) Less: BPU Assessment ( ) (per most recent assessment) Less: DRC Assessment ( ) (per most recent assessment) Revenue remaining after taxes, bad debts, and assessments $ Revenue [Gross-up] Factor $ (F)- Revenue Requirement: Please note that the revenue requirement is limited by the DSIC-cap described above. For example if the Company's annual revenues established in their last base rate case were $100,000,000, then the DSIC-cap would be calculated as follows: Total annual revenues from most recent base rate case of $100,000,000 X 5.00% = $5,000,000 The Company's revenue requirement in the above example can not be greater than $5,000,000 per year. Monthly cost per 5/8th Inch Meter - Typical Residential Customer - $4.02 DSIC Revenue as a % of total Water Revenue $827,885, % Page 4 of 7

245 APPENDIX D Composite Depreciation Rate DSIC A B C D A + D Based on 2016 BPU Report Depr per Actual Actual Actual Actual 2016 BPU Report Depr Weighted 2016 BPU Balance Weight Rate Rate Report Taxable CIAC Amort NT CIAC Amort Total DSIC BASE TD Mains Not Classified 479,996, % 0.92% 0.178% 4,368,422 TD Mains 4in & Less 62,842, % 2.23% 0.057% 718,719 TD Mains 6in to 8in 645,103, % 1.36% 0.354% 6,761,498 TD Mains 10in to 16in 435,595, % 0.95% 0.167% 3,795,355 TD Mains 18in & Grtr 245,307,898 9.% 0.89% 0.088% 2,077,266 Subtotal - T&D Mains 343 1,868,845, % 0.844% 17,721,259 (16,494) (3,203,200) (3,219,694) 14,501,565 Services ,993, % 2.10% 0.393% 7,949,9 (89,800) (29,766) (119,566) 7,830,424 Hydrants ,435, % 2.99% 0.155% 2,459,3 (1,152) (21,780) (22,932) 2,436,428 Shorelands 343/345/348 15,549, % 2.50% 0.016% 298, ,004 Total 2,476,824, % 1.41% 28,428,613 (107,446) (3,254,746) (3,362,192) 25,066,421 Page 5 of 7

246 APPENDIX D Meter 5/8" Monthly DSIC Charge Based on Meter Size and % Increase (B) Size Equivalent (A) 0.50% 1.00% 1.50% 2.00% 3.00% 4.00% 5.00% 5/8 1.0 $ 0.40 $ 0.80 $ 1.20 $ 1.61 $ 2.41 $ 3.21 $ /4 1.5 $ 0. $ 1.20 $ 1.81 $ 2.41 $ 3.61 $ 4.82 $ $ 1.00 $ 2.01 $ 3.01 $ 4.02 $ 6.02 $ 8.03 $ /2 5.0 $ 2.01 $ 4.02 $ 6.02 $ 8.03 $ $ $ $ 3.21 $ 6.42 $ 9.64 $ $ $ $ $ 6.02 $ $ $ $ $ $ $ $ $ $ $.23 $ $ $ $ $.23 $ $.46 $ 1.61 $ $ $ $ $ $ $ $ $ $ $.46 $ 1.61 $ $ $ $ $ $ $ $ $ $ $ $ 1.61 $ $ $ $ $ (A) Based on American Water Works Association ("AWWA") flow rates. A 5/8 inch meter is equivalent to one (1)unit, whereas a 1 inch meter is equivalent to 2.5 units based on the amount of water that will flow through the meter size. (B) Please note that the DSIC surcharge will be implemented on a monthly basis, after the approval of the Foundational Filing listing all of the projects; the completion of approved projects that are providing utility service to the customer ; and the submission of the semi annual filing documenting the completion, location, timing, and cost of the individual project. The maximum surcharge is 5.0%; however the surcharge will be implemented in semi annual increments as the approved projects are placed in service. The Company may never reach the allowed maximum amount of 5.0%, and if it does, it will most likely take months to do so. Page 6 of 7

247 APPENDIX D DSIC SURCHARGE BILL IMPACT NEW JERSEY-AMERICAN WATER COMPANY BASIS FOR ALLOCATING METER COSTS TO CUSTOMER CLASSIFICATIONS GMS Resale Exempt Total Meter 5/8" Number Number Number Number Size Equivalent of Meters Weighting of Meters Weighting of Meters Weighting** of Meters Weighting 5/ , , , ,816 3/ ,327 27, ,329 27, , , , , / ,219 21, ,219 21, ,154 97, ,165 97, , , , , , , , , , , , , Total 628, , , , , ,081 *Meter Count as of 9/30/2017 **Weighting deducts impact of GRAFT Annual 5% cap 41,394,293 (a) Monthly Revenue 3,449,524 (b) Weighted No of Meters 859,081 (c) 5/8"Meter Charge 4.02 (d)=(b)/(c) PROOF OF REVENUE (Monthly Charge) GMS Resale Exempt Meter 5/8" Size Equivalent Charge Charge x Meters Charge Charge x Meters Charge Charge x Meters Total 5/8 1.0 $4.02 $2,199,621 $4.02 $ 4 $3.46 $ 55 $2,199,681 3/ , $110, , $442, / , $84, , $3, , $56, , , $78, , , $44, , , ,662 $26, , $11, , $2, $693 Total $3,432,449 $12,769 $4,304 $3,449,522 Notes: (a) Total Operating Revenue, Docket # WR $814,037,815 Total Sewer Revenue, Docket # WR (23,647,756) Total PWAC Revenue, Docket # WR ,495,796 Subtotal 827,885,855 5% Cap $41,394,293 Page 7 of 7

248 NOTICE OF PUBLIC HEARING NEW JERSEY-AMERICAN WATER COMPANY, INC. NOTICE OF FILING OF A PETITION FOR APPROVAL OF A DISTRIBUTION SYSTEM IMPROVEMENT CHARGE BPU Docket No. WR1711 PLEASE TAKE NOTICE that on November 14, 2017, New Jersey-American Water Company, Inc. (the Company ), pursuant to N.J.A.C. 14: et seq., filed a Petition with the Board of Public Utilities (the Board or BPU ) of the State of New Jersey seeking approval of a Foundational Filing to implement a Distribution System Improvement Charge ( DSIC ). A DSIC is a rate recovery mechanism to encourage and support accelerated rehabilitation and replacement of certain non-revenue producing, critical water distribution components. Such projects include main replacement and renewal, structural and non-structural main cleaning and lining projects, and the renewal of valves, hydrants and service connections. Its purpose is to enhance safety, reliability, water quality, systems flows and pressure, and/or conservation. A DSIC rate is interim, subject to refund, until the subsequent base rate case. The Company s Petition consists of a Foundational Filing. The Foundational Filing lists the projects the Company believes are eligible for recovery through the DSIC surcharge for the period of 2018 through Please note that the Company proposes to collect a maximum DSIC revenue requirement of $41.4M annually, or no more than 5.0% of the utility s total water revenues established in the Company s most recent base rate case. The Company will implement the DSIC surcharge if, and when, it achieves specific levels of infrastructure

249 investment and completes and places the facilities into service as required by N.J.A.C. 14: et seq. The Company has proposed that the monthly DSIC surcharge be assessed to the following services and classes of customers based on the customer s meter size: General Metered Service; Optional Industrial Wholesale; Sales for Resale Commodity Demand; Sales for Resale Off- Peak; Sales for Resale Peaking Service, as provided throughout the State of New Jersey. The maximum proposed rates shown below are expected to be assessed incrementally over a two-tothree year period, commensurate with the Company s actual DSIC program capital spending. Any relief determined by the Board to be just and reasonable may be allocated by the Board to any class or classes of customers of the Company in such manner and, in such amounts or percentages, as the Board may deem appropriate. The Board may choose to impose a greater portion of the increase on any present or future class or classes, group or groups of customers, may exclude from any increase any of the foregoing, or may vary the amount of percentage increase applicable to any of the foregoing. The maximum proposed monthly DSIC rates are contained in the Petition filed with the Board, as set forth below. These proposed rates are estimates and may change, however the maximum annual DSIC revenue requirement, $41.4M, cannot be exceeded. PROPOSED DSIC SURCHARGE RATES BASED ON METER SIZE and % INCREASE General Metered Service Maximum Monthly DSIC Surcharge: Size of Meter 5/8 Equivalent* Proposed Rates 5/8 1.0 $ /4 1.5 $ 6.02

250 Size of Meter 5/8 Equivalent* Proposed Rates $ /2 5.0 $ $ $ $ $ $ $ $ $ *Based on American Water Works Association flow rates. A 5/8 meter is equivalent to one unit, whereas a 1-inch meter is equivalent to 2.5 units based on the amount of water that will flow through the meter size. PLEASE TAKE FURTHER NOTICE that a public hearing on the Company s Petition has been scheduled for: [Date/Time] Howell Municipal Building 4567 U.S. 9 N Howell, NJ A Hearing Officer designated by the Board will preside over the public comment hearing. Members of the public are invited to attend and express their views on the proposed DSIC mechanism. Such comments will be made a part of the final record in the proceeding. Written comments may be submitted to the Hon. Irene Kim Asbury, Secretary, Board of Public Utilities, 44 S. Clinton Avenue, 3 rd Floor, Suite 314, Trenton, New Jersey Please include Docket Number WR1711 in your comment letter. Notice of the Petition was also served on the clerk, executive or administrator of each municipality and county in the service area of the Company. Further information and copies of the Petition may be obtained at the Board s offices located at 44 S. Clinton Avenue, 3 rd Floor, Suite 314, Trenton, New Jersey or at the Company s offices located at 1025 Laurel Oak

251 Road, Voorhees, New Jersey The filing is available online at: IN ORDER TO ENCOURAGE FULL PARTICIPATION IN THIS OPPORTUNITY FOR PUBLIC COMMENT, PLEASE SUBMIT ANY REQUESTS FOR NEEDED ACCOMMODATIONS, INCLUDING INTERPRETERS OR MOBILITY ASSISTANCE, 72 HOURS PRIOR TO THIS HEARING, to Dante DeStefano, Director of Rates and Regulation, New Jersey-American Water Company, Inc., 1025 Laurel Oak Drive, Voorhees, New Jersey 08043, (856) NEW JERSEY AMERICAN WATER COMPANY BY: ROBERT G. MACLEAN PRESIDENT NEW JERSEY AMERICAN WATER COMPANY 1025 Laurel Oak Road Voorhees, New Jersey 08043

252 Appendix F PCCP and Other Large Dia. Mains Strategy for 2017 DSIC FF Final List Background Pre stressed Concrete Cylinder Pipe Issue Update of October 2017 NJAW has approximately 197 miles of Pre stressed Concrete Cylindrical Pipe (PCCP) mains representing approximately 2% of the company s total 9,000 miles of mains. About 130 miles or 66% of NJAWC s PCCP mains are in the Central (formerly Raritan) System, mostly located within Somerset and Union County as well as portions of Mercer and Middlesex Counties. PCCP has been a standard pipe material used in the water industry since 1942 and offered a cost effective option for large diameter mains, mostly 16 inch or larger. The pipe is manufactured using a steel cylinder, pre stressed wires and layers of concrete. The pipe strength comes from the pre stressed wires. See figure 1. Issue The predominant failure mechanism for these mains is via the corrosion of the pre stressed wires which, when of significant occurrence, results in the bursting of the pipe causing a sudden pressure loss. Leaks are generally not observed on these mains (other than fittings or appurtenances) and thus the failure can occur without visible warning. PCCP pipe installed in the late s through the late 70s is now of concern as it is approaching 50 years of service life, particularly those of the Embedded PCCP type. The industry standard for PCCP changed during the 19 70s. The higher strength pre stressed wire is subject to embrittlement, more susceptible to premature external corrosion, and less tolerant of internal transient pressure surges. See figure 2. Approximately one third of NJAW s 197 miles of PCCP mains where installed during this period (26% in s and 6.5% in 70s). In particular, PCCP mains manufactured from 1968 through 1979 with class IV wire have been cited in industry studies to have higher failure rates. See figure 3. NJAW has identified more than 80,000 lineal feet of these mains. Approximately 80% of the PCCP is 30 inches in diameter or larger, ranging from 30 inch to 72 inch mains and approximately 21% (or 36 miles) of the larger diameter pipes were installed between the s and 70s. Appendix F, Page 1

253 Appendix F PCCP and Other Large Dia. Mains Strategy for 2017 DSIC FF Final List Figure 1. Cross Section of Embedded and Lined PCCP Figure 2. AWWA Standards for Steel Cylinders used in PCCP Manufacturing Appendix F, Page 2

254 Appendix F PCCP and Other Large Dia. Mains Strategy for 2017 DSIC FF Final List Figure 3. Probability of Failures in Industry for PCCP by Production Decade (AWWA study) PCCP Distribution by NJAW Operating Area Operating Area Length of PCCP (in miles) North 9 Central 135 Coastal 25 Southwest 28 Total 197 Appendix F, Page 3

255 Appendix F PCCP and Other Large Dia. Mains Strategy for 2017 DSIC FF Final List Approach NJAWC is implementing an inspection plan for its PCCP mains including utilizing electromagnetic technology to measure the occurrence of breaks of the pre stressed wires and a less invasive method measuring the PCCP relative pipe stiffness (RPS) to qualitatively indicate condition of the pipe with certain distance ( foot lengths). The electromagnetic technology is more discrete and reveals pipe condition to within a pipe length (15 20 feet). The electromagnetic technology was successfully deployed on a 10,000 lineal feet of 48 inch main in Scotch Plains in early Four sections of a main were replaced following this inspection. Based on results of this inspection, the same technology was used to cover the remainder portions of this 48 inch main in Scotch Plains. The relative pipe stiffness (RPS) method was also employed for comparison on the Scotch Plains 48 inch as well as the Tinton Falls 30 inch. Based on these results, NJAW plans on using both technologies using the RPS method for pre screening and the electromagnetic method for a more in depth and discrete evaluation when appropriate. While the market place continues to bring new monitoring and inspection technologies to the industry related to the evaluating the remaining useful life of these mains, NJAW is committed to an ongoing evaluation of condition assessment of its PCCP assets through the utilization of available and practical inspection technologies that yield meaningful results. NJAW has identified a list of candidate PCCP mains to be inspected and has implemented an ongoing inspection program that is based on the year of PCCP main criticality, year of installation, and history of failure and/or leaks. As each main is inspected and its current condition assessed, if any sign of failure is Appendix F, Page 4