WATER MASTER PLAN 2050

Transcription

1 WATER MASTER PLAN 25 Prepared for: May 217 Prepared By:

2 TABLE OF CONTENTS EXECUTIVE SUMMARY... ES PLAN UPDATES... ES-1 ACCOMPLISHMENTS... ES-2 CAPITAL IMPROVEMENT PLAN... ES-3 SECTION I INTRODUCTION... 1 PLANNING OBJECTIVES, REGULATIONS & STAKEHOLDERS... 2 PLANNING BACKGROUND... 3 SECTION II LOCAL PLANNING POLICIES... 4 DESIGN CRITERIA CODES AND REGULATIONS... 5 SERVICE AREA AND UTILITY AGREEMENTS... 5 RAW WATER RESOURCES... 8 WATER SOURCE PROTECTION... 8 WATER CONSERVATION... 8 System Management Programs to Reduce Water Losses System Interconnections Treatment Plant Management Rate-Making Policies Plumbing Ordinances and Codes Recycling Educational Programs Progress Reports Water Use Data Long Range Planning Additional Water Conservation Measures DROUGHT CONTINGENCY & EMERGENCY WATER MANAGEMENT Drought Condition Indicators Potable Water Use Priorities Storage of Finished Water Water Supply to Northside Forsyth Hospital Emergency Systems Improvements Potential Water Sales to Etowah Water and Sewer Authority WATER QUALITY... 3 WETLANDS AND PROTECTED SPECIES SECTION III SYSTEM INVENTORY AND EVALUATION RAW WATER SOURCE RAW WATER INTAKE FACILITY (RWIF) POTABLE WATER PRODUCTION FACILITY (PWPF) PWPF PEAKING PLANT (6. MGD) PWPF DEFICIENCIES AND RECOMMENDATIONS FINISHED WATER STORAGE DISTRIBUTION NETWORK... 4 BOOSTER PUMP STATIONS... 4 SECTION IV FUTURE DEMAND FORECASTS SERVICE AREA CHARACTERISTICS & DEMOGRAPHICS ii

3 City of Cumming Water Master Plan 25 TOPOGRAPHY POPULATION ESTIMATES AND FORECASTS LAND USE AND TRANSPORTATION IMPACTS... 5 SECTION V WATER SYSTEM MODEL WATER MODEL AND CALIBRATION HIGH PRESSURE ZONES AND HIGH ELEVATIONS MODEL DEMAND DISTRIBUTION HIGH SERVICE PUMPS TANK LEVELS SECTION VI WATER MODEL RESULTS AND SYSTEM DEFICIENCIES EXISTING AADD EXISTING MDD... 6 EXISTING MHD... 6 FIRE FLOW AT EXISTING MDD SECTION VII FUTURE SYSTEM ANALYSIS AT FUTURE DEMANDS (25) PROPOSED UPGRADES TO MEET INTERMEDIATE DEMANDS (225) RECOMMENDED IMPROVEMENTS FOR FIRE FLOW AVAILABILITY SECTION VIII CAPITAL IMPROVEMENT RECOMMENDATIONS EXISTING ELEVATED STORAGE NORTHSIDE HOSPITAL STORAGE TANK 2 MG EXISTING CLEARWELL STORAGE MG PRESTRESSED CONCRETE CLEARWELL... 7 HIGH PRESSURE ZONES ANALYSIS... 7 PWPF DEFICIENCIES MGD BOOSTER PUMP RWIF UPGRADES APPENDIX A CAPITAL IMPROVEMENT PLAN PROJECTS... I APPENDIX B WATER SYSTEM INVENTORY... II APPENDIX C WATER MODEL DATA... III APPENDIX D SERVICE DELIVERY STRATEGY...IV APPENDIX E EPD WATER PERMITS; SURFACE WATER & TREATMENT OPERATION...V APPENDIX F EPD WATER AUDIT VI APPENDIX G MNGWPD AUDIT COMPLIANCE AND SURVEY... VII APPENDIX H INFRASTRUCTURE LIFE EXPECTANCY... VIII APPENDIX I LAND USE MAPS...IX APPENDIX J PWPF PROCESS FLOW DIAGRAM...X APPENDIX K RARE SPECIES & NATURAL ELEMENTS (HEX 15, 125, 126, 147)...XI APPENDIX L 33D IMPAIRED STREAMS... XII iii

4 City of Cumming Water Master Plan 25 List of Figures Figure 1 - City of Cumming Service Area... 7 Figure 2 - Water Losses Figure 3 - Valve Operation at Old Atlanta Road Meter for Northside Forsyth Hospital Emergency Water Supply Figure 4 - Valve Closures to Direct Flow to Northside Hospital Figure 5 - Protected Wildlife and Rare Natural Elements Hexagons Figure 6 - Pump Configuration at RWI III Figure 7 - Potable Water Production Facility Layout Figure 8 - City Limits and Topography Figure 9 - Forsyth County Historical Growth since Figure 1 - Service Area Census Tracts Map Figure 11 - Service Area Population Growth Trendline Figure 12 - Future RWIF Pump Configuration and Piping List of Tables Table 1 - Annual Water Consumption and System Water Loss Table 2 - Annual Billing Reports Table 3 - Projected Water Demand for City of Cumming Service Area... 2 Table 4 - Raw Water Quality Sampling Results... 3 Table 5 - Cumming Utilities Finished Water Storage Table 6 - Water Main Sizes and Lengths... 4 Table 7 - Booster Pump Station Inventory Table 8 - City Service Area Population Growth Data Table 9 - Estimated Population in Service Area Table 1 - Existing Land Use for Cumming Utilities Service Area... 5 Table 11 - Computer Model Node AADD Flows Table 12 - Computer Model Node MDD Flows Table 13 - Computer Model Node MHD Flows Table Monthly Water Sales to Forsyth County by Meter Location (Gallons) Table 15 - High Service Pump Combinations used in Computer Model Table 16 - High Headloss Pipes in Existing System at Existing AADD Table 17 - High Headloss Pipes in Existing System at Existing MDD... 6 Table 18 - High Headloss Pipes in Existing System at Existing MHD Table 19 - Low Fire Flow Junctions in Existing System at Existing MDD Table 2 - Computer Model Node MDD Flows for Table 21 - Recommended Water System Upgrades for Increased Fire Flow Availability Table 22 - Future RWIF Pump Upgrades and Capacities iv

5 City of Cumming Water Master Plan 25 Executive Summary EXECUTIVE SUMMARY 217 Plan Updates This 217 update to the City of Cumming Water Master Plan adopted in 23 and 212 provides an overview of accomplishments over the past five years as well as revisions to projections of future needs until the year 25. As one of the fastest growing communities in the country, the City of Cumming requires this Water Master Plan (Plan) to aid policy makers in improving service for its current 57, customers as well as outline capital funding for system improvements as service demands require. This Plan includes inventory details, strategies, and recommendations for both effective and reliable water supply and water conservation. This Plan serves as the local component of a larger planning effort by the Metropolitan North Georgia Water Planning District (MNGWPD), the Atlanta Regional Commission (ARC) and the Georgia North Mountains Commission as one of 12 districts created by the state to assist implementation of regional water, sewer and storm water planning. Forsyth County is one of the 15 counties within the MNGWPD. The District created three regional plans to provide policies and guidance to protect water resources across the full cycle process of raw water withdrawal, potable water use and treated wastewater return. Key additions in this Plan update include a more fully developed Capital improvement Plan and an extended planning window to 25. Additions and enhancements include updated water demand forecasts, asset vulnerability, emergency water plans, review of water conservation measures and integrated recommendations with the sewer and storm master plans. Recommendations in the Capital Improvement Plan section are now provided at the front of the Plan in tabular format for ease of use. The last adopted version of this Plan was in 212. This five-year update assesses current issues and changes for critical areas as well as identifies deficiencies in the water system. This Plan follows the guidance provided in the most current 29 MNGWPD plans and amendments including The Water Supply and Conservation-amended , Wastewater-amended , and Watershed Management-amended Cumming s Department of Utilities continues to provide high quality potable water with over 3-miles of water mains. The distribution network is supplied from the City s 15 MGD Lake Lanier Raw Water Intake Facility (RWIF) and 24 MGD Potable Water Production Facility (PWFP). The City also currently maintains 5.3 MG of storage in its distribution system. ES-1

6 City of Cumming Water Master Plan 25 Executive Summary Accomplishments Since the last adopted Water Master Plan in 212, the City of Cumming has implemented numerous infrastructure improvements and programs. Some of the accomplishments that had a significant impact on the system include: Installation of emergency standby generators at Lake Lanier s Raw Water Intake Facility (RWIF) and the City s Potable Water Production Facility (PWPF). The RWIF provides raw water for both the City of Cumming and Forsyth County. In the event of a power outage, this vital equipment will operate both the City and the County s raw water pumps to provide uninterrupted service to each utility s treatment facilities. The emergency standby generator at the PWPF will also provide necessary power for the treatment facility operations as well as the high service pumps which deliver finished water to the city s distribution system. The County also purchases some finished water from the city, so these emergency generators increase reliability for the system. Additional Raw Water Pumping Capacity was installed at the Lake Lanier Intake to provide reliable, redundant capacity to the existing 9-HP pump. The equally sized pump with a variable frequency drive will allow the existing pump time for rest and servicing. The new pump will increase the overall intake pumping capacity to approximately 4 MGD, enough to serve the City s customers through 25. Addition of flow metering at the PWPF was another critical improvement to the City s water system. Two flow monitoring projects were completed as part of the implementation for improving unaccounted for water losses for treated water pumped into the distribution network and untreated centrate from the dewatering process that is returned to Lake Lanier. The City installed a 24-inch venturi meter to accurately measure flows pumped into the distribution system that runs along Highway 9. Previously, two high service pumps in an older area of the facility pumped directly into the distribution network where flows were estimated using computer approximations. The second project added a new Parshall flume along the discharge from the settled solids area of the plant to measure centrate flows that are returned to Lake Lanier via Sawnee Creek. Previously, flows entered the creek without any flow measuring device. Hence, the city was not receiving credit for these returned flows back to Lake Lanier. ES-2

7 City of Cumming Water Master Plan 25 Executive Summary Several large water mains were completed over the past five years. Some of these were coordinated as part of road widening projects and now extend service to previously unserved areas. The city also used the opportunity to increase the distribution lines from 6, 8, and 12-inch mains to 12, 16 and 18-inch water mains based on new forecasted demands. These projects include Highway 2 on the east side of its Service Area, Castleberry Road west of downtown and Bethelview Road on the west side of the service area. Specifically, the 12-inch main extension along Market Place Boulevard and Dr. Bramblett Road now provide service to these areas where service did not previously exist. The Market Place extension brings a robust 12-inch water feed to the new Costco on Bald Ridge Marina Road as well as future commercial developments. The Dr. Bramblett Road water main now provides service to residential developments along the northwestern service area boundary and is a major component for encircling the city s service area. A developer paid improvement included a 12-inch water main feed along Chamblee Gap Road from Kelly Mill Road to Bethelview Road. Capital Improvement Plan While many improvements have been made to the system over the past five years, the City of Cumming understands additional key projects will be required so that capacity and infrastructure are in place as the region grows. Improvements will be needed to sustain the high levels of customer service while improving water quality and protecting water resources. Population growth will add increased water demand on the existing system, coupled with expanded service for many areas. In addition to these factors, deficiencies in the system arose during the drought of summer 216. The most critical projects are described below. Increased finished water storage, for both clearwell storage at the PWPF and elevated storage in the distribution system are high priority improvements the City should implement for water conservation and drought contingency planning, as well as increasing reliability for the city s system. Elevated storage within the distribution system is needed to meet increased demand, specifically Northside Hospital and the surrounding area. A good estimate for clearwell volume is 25% of filtration capacity. Since the City s PWPF filtration capacity is slightly greater than 24 MGD, the necessary volume is 6 MG. The City currently only has 3. MG of clearwell volume. Elevated storage capacity can also be generally estimated by 25%. The City currently has 4.3 MG of elevated storage, much less than the suggested 6 MG. Coupled with the added elevated storage capacity is a stronger water main feed for the southeastern portions of the city s service area. Particularly, areas in and around Northside Hospital since it provides 24-hour emergency services to the region. ES-3

8 City of Cumming Water Master Plan 25 Executive Summary The conceptual plan would provide a 2. MG elevated storage tank on the west side of Georgia 4 adjacent to the hospital. A 36-inch water main would extend south from the downtown area to, and along, Hutchinson Road, crossing Highway 9 to the proposed site at the existing Park & Ride area on North Old Atlanta. An 18-inch loop connection would then be made behind the Belk shopping center to Highway 2. Potable Water Production Facility improvements include updating and upgrading the existing facility to meet current standards. Several processes are outdated and in need of upgrading. Construction of a 36-inch water main around the eastern part of downtown from Tribble Gap Road to the south at Highway 2 is another critical component for the city s water system in the short term. This project, already underway in 216, will provide increased flows and pressure from north of downtown to south of downtown (also as part of the improvements needed for the elevated storage capacity project described above). Construction of a 42-inch Raw Water Main along Pilgrim Mill Road to coincide with the road widening project will significantly increase the hydraulic capacity to provide raw water to the City s Potable Water Production Facility (PWPF). This project, due to bid in Spring 217, coupled with the additional 9-HP raw water pump will provide the raw water the City needs through the year 25. Creation of High Pressure Zones in four locations to provide adequate water pressure and fire protection will significantly increase the City s level of service to its customers. The first project is under construction and includes the Mountain Road Booster Pump Station and Ground Storage Tank off Hughes Drive. The second project includes improvements to the Ashebrooke High Pressure Zone that includes a water storage tank and removal of bladder tanks in the existing pump station. The water storage tank will provide the reliability for fire protection while also reducing the wear and tear on the pump station since it will not have to cycle on and off as often. The third and fourth High Pressure Zones include Sawnee Mountain off Sawnee Drive and Greenwood Acres Drive. The City has identified property to build a booster pump station off Sawnee Drive. New water mains will be installed as well as a storage tank near Goldmine Drive. A new booster pump station along Greenwood acres will be built as well as a water storage tank near Pine Lake Drive. Interconnections with Adjacent Municipalities is a goal of the MNGWPD. The City has been active in adding or improving interconnections with Forsyth County (to the benefit of both municipalities). Recent improvements include Castleberry Road and Kelly Mill at Bethelview Road as part of road widening projects. Future planned improvements include Hammonds Crossing (Highway 369 and 36) and Pilgrim Mill Road. ES-4

9 City of Cumming Water Master Plan 25 Executive Summary Another component of the interconnection program includes connections to Cherokee County and Gwinnett County. These improvements will serve the dual benefit of providing water to Forsyth County via the City water mains. These connections require significant infrastructure improvements to each of the two county lines due to the different pressure zones in which they operate. The following table summary shows anticipated capital improvement projects over the next five years as recommended for the city s water system. ES-5

10 CITY OF CUMMING UTILITIES DEPARTMENT SEWER SERVICES WATER CAPITAL IMPROVEMENT PLAN PROJECT NAME / DESCRIPTION RATING TOTAL ESTIMATED COSTS* FY 217 %of Amount FY 218 %of Amount FY 219 %of Amount FY 22 %of Amount FY 221 %of Amount W1 2. MG Northside Hospital Elevated Storage Tank 3 $5,1, 1% $51, 5% $2,55, 4% $2,4, % $ % $ W2 36-Inch Westside Transmission Main-Phase 1 Webb Dr. 3 $1,, 1% $1,, % $ % $ % $ % $ W3 W4 6. MG Clearwell and PWPF Improvements 2 $3,3, 1% $33, 5% $1,65, 4% $1,32, % $ % $ 36-Inch Westside Transmission Main-Phase 2 Sawnee Dr & Tribble Gap to Northside Water Tank 3 $7,3, 25% $1,825, 5% $3,65, 25% $1,825, % $ % $ W5 Pilgrim Mill 42-inch Raw Water Main & 12-inch Potable Line Relocation 5 $5,3, 75% $3,975, 25% $1,325, % $ % $ % $ W6 36 MGD Potable Water Production Facility Expansion 5 $35,, % $ % $ 33% $11,55, 33% $11,55, 34% $11,9, W7 SR 9 16-Inch Water Main - Highway 2 to Bethelview Road 4 $1,4, % $ 25% $35, 5% $7, 25% $35, % $ W8 Sawnee Drive High Pressure Zone 3 $1,5, % $ 5% $75, 5% $75, % $ % $ W9 Greenwood Acres High Pressure Zone 3 $1,5, % $ % $ 5% $75, 5% $75, % $ W1 Ashebrooke High Pressure Zone - Upgrades 3 $63, % $ % $ 5% $315, 5% $315, % $ W11 Highway 2 West Water Main Upgrade 1 $2,7, % $ % $ 5% $1,35, 5% $1,35, % $ W12 18-Inch Water Main to Northside Hospital Tank 2 $5, % $ % $ 1% $5, % $ % $ W13 Dr. Bramblett Road 12-Inch Water Main - Byers Road to Highway $6, 5% $3, 5% $3, % $ % $ % $ W14 Asbestos Water Main Replacements 1 $2,5, 2% $5, 2% $5, 2% $5, 2% $5, 2% $5, W15 Highway Inch Water Main Dr. Bramblett Road to Settingdown Creek 5 $1,1, % $ 8% $88, 2% $22, % $ % $ W16 Gwinnett County Interconnection 3 $1,, % $ % $ % $ % $ 1% $1,, W17 Cherokee County Interconnection 3 $1,, % $ % $ % $ % $ 1% $1,, * NOTE: All funding sources are Operating Budget unless otherwise noted $65,33, $6,93, $9,45, $19,78, $14,815, $14,4, FY 217 FY 218 FY 219 FY 22 FY 221 Rating 1 Asset failing; not performing at min. reqts-added resources being used to keep it operating; Replacement of obsolete asset-asset beyond useful life 2 Asset requires redundancy for emergencies and/or regulatory requirement 3 Asset would improve public health and safety 4 Asset requires MAJOR maintenance to continue supplying service at existing levels 5 Asset required to meet near term demands (next 1 years) from economic growth/expansion Printed: 5/16/ CIP WATER.xlsx

11 SECTION I INTRODUCTION 1

12 City of Cumming Water Master Plan 25 Section I Introduction Planning Objectives, Regulations & Stakeholders In 21, the Georgia General Assembly created the Metropolitan North Georgia Water Planning District (District) as one of 12 regional districts in the state to support implementation of Georgia s Statewide Water Management Plan. Under state law the MNGWPD created three regional plans beginning in 23 to preserve and protect water resources within the region; The Water Supply and Water Conservation Management Plan, the Wastewater Management Plan, and the Watershed Management Plan. The District oversees a 15-county region, including Forsyth and the City of Cumming. The district plans provide policy guidance for protection of the limited water resources within the Chattahoochee and Coosa River Basins, as well as the wider reaching Flint, Ocmulgee, Oconee and Tallapoosa basins. Regional planning supports a broader view for the entire area with an integrated approach for the accompanying local master plans. The 29 District plan revisions reflected more comprehensive approaches in system planning. The City s Water Master Plan in 212 added future water system demands, decommissioning of outdated facilities, and future land use projections as a stronger basis for sizing system components. The City of Cumming s Water Master Plan update for 217 coincides with the most current 29 regional planning and amendments under the District s Plans. Since 23, the City of Cumming has updated their master plans in 27, 212 and current year 217. The plan objectives support continued compliance for anticipated regulatory requirements, revise forecasted population growth, and improvements to system reliability and redundancy. This 217 update includes results from a current evaluation of the city s water system, new water model calibrations and recommendations to address design, construction, and financing for the system. The planning period is now extended to year 25, and revisions made at the interim period of 23 to identify transitional areas. The water Capital Improvement Plan (CIP) has been streamlined in a more concise spreadsheet and placed in the executive summary for easier reference. The new CIP outlines financing and project phasing for advancing this water master plan in the immediate plan years of Included from the review process is a revised master planning map for the entire service area with location of existing and future system facilities, related county facilities, design information (capacity, flow, head) and major network distribution lines. Also, shown on the map are expected system expansion and decommissioning of any facilities as system demands change into plan year 25. A full-sized copy of the plan map is included in a back sleeve of this report. 2

13 City of Cumming Water Master Plan 25 Section I Introduction Key stakeholders in the planning process include the city s residents, area developers and end users of the system, particularly Forsyth County as a larger user. Cumming Utilities provides high quality potable water to more than 15, residential customers, businesses, and industrial water users, as well as emergency water service for fire flows and Northside Forsyth Hospital. Regulatory agency interaction includes Georgia EPD, The Metro District and regional planning organizations such as the Atlanta Regional Commission and the North Georgia Mountains Commission. Planning Background The City of Cumming s Potable Water Production Facility (PWPF) was originally constructed in 1969 and has expanded treatment capacity and production as growth demand required. Currently the facility has filtration capacity up to 24.1 MGD (monthly average) as permitted by the Georgia EPD and the Raw Water Intake Facility at Lake Lanier can supply up to 15 MGD of raw water for production. The City of Cumming s existing surface water withdrawal permit WSID GA117 (Permit No modified Jan. 2) contains a special condition mandating shared raw water withdrawal from Lake Lanier as Forsyth County has two pumps which currently draw surface water through the city s RWIF. This permit and the potable water production facility operation permit (GAG6433) are included in Appendix G. Total permitted raw water withdrawals for Cumming is currently 37. MGD maximum 24-hour daily withdrawal, and 32. MGD monthly average. These totals are shared between the City and Forsyth County as 21. MGD daily max and 18. MGD monthly average for Cumming and 16. MGD daily max and 14. MGD monthly average for the county. The County may also purchase additional raw water maximum monthly amounts of 3.5 MGD maximum average and 4.1 MGD monthly average. Cumming Utilities sells a portion of raw water withdrawal from Lake Lanier to Forsyth County for their Water Treatment Facility. Forsyth County, in turn, also sells some of this raw water to the Etowah Water and Sewer Authority. There are formal service delivery agreements between the City of Cumming and Forsyth County. The original 1987 agreement for Cumming Utilities sewer boundary is still current with no changes expected through 25. The City and County executed an agreement in October of 212 for a new Raw and Finished Water Agreement executable from November 1, 212 through October 31, 222, with a renewal options through 232 and again in October 242. This new service agreement specifies pricing as well as defining the current Water and Sewer Service area boundary. Part of the city s service delivery strategy with Forsyth County is to deliver not less than 4 MG of finished water annually, provided the County demand on any particular day does not result in an EPD permit violation. The City has full responsibility for operation and maintenance of the City s Intake Facility and other components of the transmission main. 3

14 SECTION II LOCAL PLANNING POLICIES 4

15 City of Cumming Water Master Plan 25 Section II Local Planning Policies Design Criteria Codes and Regulations Requests for water service at elevations exceeding 1,28 feet above MSL shall be the responsibility of the person requesting to provide a licensed engineering design and construction of pump systems and storage that will also meet fire flow requirements for the City's system. Service Area and Utility Agreements The City of Cumming faces many challenges for providing potable water service because of a rapidly growing and changing population, a diverse topography and managing and conserving water resources. Figure 1 shows the City s current service area. As communities in the area become more interlaced and overlapped than in previous history, increasing collaboration will be required for sharing of environmental features and resources. While the city s service area has expanded well beyond the city limits, this growth and trend are expected to continue. Proximity to Lake Lanier coupled with major travel routes through the city will continue to be strong drivers of increased population as well as higher employment from new businesses and industries to the area. Developments such as employment centers and communities with higher density along the major travel corridors will require added capacity and networks of infrastructure to support that growth. Key infrastructure that includes reliable water and wastewater treatment capabilities, transportation, and modern communications infrastructure systems will be needed. With Lake Lanier as the largest body of water in Georgia, and the sole source of raw water for the region, population forecasts were analyzed with a broader perspective and increased attention to conserving water to support the expected demands which will be placed on the city s water system. Figure 1 shows the boundary of the city s service area. This also includes the west Highway 2 corridor which extends to the Cherokee County line. A local Service Delivery Strategy exists between Forsyth County and The City for integrated utilities and services to avoid duplication. Specific areas of service for water occur in 6 key areas. The complete Service Delivery Strategy is under Appendix F. 1. Hwy 2 east of Cumming The City serves any parcel that has access to Highway 2 through the corridor to Gwinnett County along the south side and all parcels north. 2. Hwy 2 west of Cumming The City serves any parcel that has access to Highway 2 through the corridor to Cherokee County along the north and south sides. The City serves the intersections of Doc Sams Rd., Franklin Gold Mine, Friendship Cir, Spot Rd., and Spot Rd. Connector. The County can develop any other locations/intersections north or south and must use Heardsville Rd. route. 3. Bethelview Rd The City may serve any intersection along the east side and north of Castleberry Road. 5

16 City of Cumming Water Master Plan 25 Section II Local Planning Policies 4. Doc Bramblett & Spot Rd The City will serve east side of Doc Bramblett and any intersections along the east side. County may install a water main(s) to Hwy 369, and then SE along Hwy 369 up to Hwy Hwy 369 & Ga. 4 The County may continue its water main eastward along Hwy 369 from this intersection up to Six Mile Creek. The City will serve all customers from Doc Bramblett Road to Hammonds Crossing (Highway 36) on the south side of The City also serves development west and north of Six Mile Creek and areas south of Hwy

17 City of Cumming Water Master Plan 25 Section II Local Planning Policies Figure 1 - City of Cumming Service Area 7

18 City of Cumming Water Master Plan 25 Section II Local Planning Policies Raw Water Resources The City of Cumming and the extended service area customers rely on Lake Lanier as the sole source of raw water for the region, and entrust the Corps of Engineers continued operation of the reservoir. Consistent with the District s regional plans, the City assumes the federal reservoir(s) will continue to operate in meeting water supply needs within the basin, and operate consistent with Georgia EPD guidance. Recent upgrades to the city s intake facilities, specifically raw water intake facility III, now allows raw water withdrawals from a lower elevation than previously. While Forsyth County and surrounding communities have considered building new reservoirs in the Etowah River Basin, the City of Cumming's current intake and raw water infrastructure is sized to accommodate City needs as well as all of Forsyth County through plan year 25. As the supply of raw water from Lake Lanier becomes strained during dryer periods, the City recognizes the need for increased water conservation. The City has implemented measures recommended by the district including a tiered rate structure, rebates for high-efficiency toilets and educational programs, to support conservation among their customers. Water Source Protection The protection of source water (drinking water supply) and the watersheds that flow to them is vitally important to the City of Cumming and its customers since all their public drinking water supply comes from the surface waters of Lake Lanier. Water quality and degradation of these surface waters increases treatment costs and can potentially pose human health threats. In 2, the city created a water source protection program to support protection of the City s drinking water source. This program includes stream buffer protections, comprehensive land use planning to minimize higher risk land use types near Lake Lanier, illicit discharge detection measures, and local education programs. Additionally, a portion of the City s Service Area is within the watershed(s) that feed Lake Lanier as a source water supply and coordinating with local jurisdictions for source water supply protection issues and develop/implement interjurisdictional agreements as necessary. Many of these items were executed through the City s ordinances by regulation of new development. Water Conservation The Georgia Water Stewardship Act (GWSA) of 21 required all water systems serving populations of over 3,3 to conduct annual water system audits and implement a water loss detection program. The water audit provides measurable benchmarks for locating water losses and addressing inefficiencies within the distribution system. The City of Cumming now utilizes the AWWA Free Water Audit Software, and has completed water audits annually since the last master plan update in 212. The current reporting year 215 water audit report is included in 8

19 City of Cumming Water Master Plan 25 Section II Local Planning Policies Appendix H. The 215 audit was Level III validated receiving a certified data validity score of 7 and a certified infrastructure leakage index of Many of the Districts recommendations for conservation measures have been implemented by the City. A new website was completed in 216, which was crucial for increasing public education and communication to the city s customers as key partners in protecting and conserving available water in the region. The new website allows real time information easily available to the public and the city s customers for water conservation and contacting utility personnel for leaks or urgent system issues. Of the 1 water conservation measures identified by the District Water Plan as well as measures specified in the June 215 plan amendment, the City has implemented the following measures. Tiered conservation pricing Replacement of older, inefficient plumbing fixtures (toilet rebate program) Reduction of water system leakage through regular water audits Additionally, the city also promotes proper maintenance of septic systems and has a strong IDDE program for illicit discharges. Current ordinances and codes provide penalty for illegal discharges to the city s storm sewer system which can impact environmentally sensitive streams. The City has been committed to improving water losses in their system including locating illegal connections to the city s water system. The 1 water conservation District measures from the regional plan are: 1) Tiered Conservation pricing 2) Replace older, inefficient plumbing fixtures 3) Pre-rinse spray valve retrofit education program 4) Rain sensor shut-off switches on new irrigation systems 5) Sub-meters in new multi-family buildings 6) Assess and reduce water system leakage 7) Conduct residential water audits 8) Distribute low-flow retrofit kits to residential users 9) Conduct commercial water audits 1) Implement education and public awareness plan 11) Install 1.28 gpf toilets and low flow urinals in government buildings 12) Require new car washes to recycle water. 3 of the 1 measures strengthened in amendment 1a) Irrigation meter pricing at 2 percent of the first-tier rate 2a) 1.28 gpf toilet rebate program only by 214 1a) Minimum local education requirements 9

20 City of Cumming Water Master Plan 25 Section II Local Planning Policies The City of Cumming s existing surface water withdrawal permit (# modified in 2) contains a special condition mandating shared raw water withdrawals between the City and Forsyth County from the City s intake structures on Lake Lanier. Cumming Utilities sells a portion of raw water withdrawn from Lake Lanier to Forsyth County for their Water Treatment Facility. Forsyth County, in turn, also sells some of this raw water to the Etowah Water and Sewer Authority. Total permitted raw water withdrawals for Cumming and Forsyth county are currently 37. MGD maximum 24-hour, and 32. MGD monthly average. These totals are shared between the City and Forsyth County as 21. MGD daily max and 18. MGD monthly average for Cumming, and 16. MGD daily max and 14. MGD monthly average for the county. From recent 217 updates in the Metropolitan North Georgia Water Protection District (MNGWPD) plans, the City of Cumming should be anticipating an allotment of 25 MGD Maximum Monthly Average and 32 MGD Maximum Daily for needs through year 235. This is in line with the MNGWPD forecasts and estimates for combined withdrawals of 72 MGD Annual Average Daily Demand (AADD) and 96 MGD for a daily maximum by plan year 25. There are formal service delivery agreements between the City of Cumming and Forsyth County. The original 1987 agreement for Cumming s water and sewer service area is still current. The City also signed a revised Raw and Finished Water Agreement in October 212 executable from November 1, 212 through October 31, 222, with renewal options in 232 and again in October 242. The City's current service delivery strategy is provided in Appendix A, showing the service area boundary and details of agreed upon water purchases and sales between the two municipalities. Part of the City s agreements with Forsyth County is to deliver not less than 4 MG of finished water annually to the County provided the demand does not result in an EPD permit violation. The agreement also specifies the county purchase raw water amounts of 3.5 MGD monthly maximum basis and 4.1 MGD daily maximum. The County retains an option to purchase additional raw water if available, rather than purchase finished water above the required annual 4 MG. The City has sole responsibility for operation and maintenance of the City s Raw Water Intake Facility (RWIF). The following sections describe the City s water conservation plan as required by Senate Bill 1, rules effective on December 29, 1994 and as amended pre This Water Conservation Plan is officially adopted by the City of Cumming as part of their Water Master Plan and has been updated per MNGWPD s requirements. 1

21 City of Cumming Water Master Plan 25 Section II Local Planning Policies System Management Effective water loss control is an important part of Cumming Utilities commitment to meet regulatory standards and provide efficient management of their water system. It also supports water reliability in meeting the challenges of increased water costs and water scarcity. Water audits track all sources and uses of water within the City s water system by evaluating the quality and efficiency of operations. Water losses are generally the total treated water supplied to the distribution system less the amounts consumed and/or authorized consumption as expressed as a percentage of the total treated water supplied. The equation is: (Potable Water Supplied to Distribution Authorized Consumption Billings) Potable Water Supplied to Distribution The International Water Association/ American Water Works Association (IWA/AWWA) further define the water losses as apparent losses and real losses. Apparent losses are comprised of illegal water use, metering inaccuracies, and billing errors, while real losses are those associated with actual leaks in the distribution system. The City has submitted annual water audits to the State since 211. These audits provide benchmarks and areas for improvement as the quality of data improves. Copies of Cumming Utilities most recently submitted audits are included in Appendix B (certified years ). From the 215 certified audit, distribution losses were: (2,34.5 MG 2,35.46 MG) / 2,34.5 MG = 11.67% This shows a continued reduction from 12.6% calculated in 25. The District s goal is to lower water losses below 1% by plan year 235. However, recent District plan amendments have accelerated this goal for those municipalities currently exceeding the 1%. The City is targeting further reductions from the current 11.67% to 1.84% by plan year 225, in order to meet the required 1% by plan year 235. As the City continues implementation of their conservation plans and utilizing the water audits and hydraulic modeling of the system, losses are expected to continue to decline. Several key areas of focus recently are volume from own sources, customer retail unit costs (apparent losses), and variable production costs (real losses). Figure 2 indicates a solid decline in water losses since 25 for the City s water system, and projected future target reductions in accordance with the District s conservation plans. 11

22 System Water Losses (%) City of Cumming Water Master Plan 25 Section II Local Planning Policies Water Loss Reductions Figure 2 - Water Losses Since the original 25 Water Conservation Plan, the City has improved flow measurements for both potable water and raw water at their Potable Water Production Facility (PWPF). A new 24- inch venturi meter was installed on the high service line leaving the plant to accurately measure flows pumped into the distribution system that runs along Highway 9. Previously, flows from two high service pumps were estimated using computer approximations. Another flow measuring device recently installed includes a Parshall flume to record centrate flows leaving the PWPF settled solids facility. These flows return to Lake Lanier via Sawnee Creek and support recharge basin levels for the Chattahoochee River Basin. Measuring these flows also assists in targeting losses within the City s water system. All drinking water leaving the PWPF is now measured through one of two venturi meters. With the Parshall flume measuring centrate from the sludge dewatering facility and an overflow Parshall flume measuring excess water pumped to the PWPF, all water to and from the facility is accurately recorded. Programs to Reduce Water Losses The City is continually working to improve programs to identify and reduce their water system s real water losses from system leakage, and apparent water losses from illegal water use, billing and metering errors. There are currently over 21, customer meters within the distribution system. Year In addition to the system management improvements described above, the following ongoing programs, plans and regulations reduce water losses and improve reliability of the city s water system. 12

23 City of Cumming Water Master Plan 25 Section II Local Planning Policies 1. Leak Detection The priority and primary function of the Distribution and Collection Division is to maintain the system by repairing water system leaks. Distribution leaks are identified by distribution crew personnel, water construction inspectors, utility meter readers, and as reported by customers. 2. Water Mapping The City has accurate up-to-date water maps and a hydraulic model of their water distribution system. These maps have been incorporated into the City s GIS allowing modification and updates to the master plans during interim plan years. Map information includes line size, valve and hydrant locations, water line locations, and interconnections with Forsyth County. Design data in the hydraulic water model includes pressures and flow analysis. The City of Cumming Department of Utilities publishes the master maps online at 3. Metering; Maintenance, Testing and Replacement Since 1998, the City has implemented a testing and calibration program. All meters 3-inches and larger, wholesale and retail meters, are tested, repaired, and calibrated annually. The program also evaluates the meters to ensure the proper meter type is matched to the kind of flows it measures (significantly low flow conditions justify the cost of a compound meter which can more accurately measure low AND high flow conditions). An added goal of the program is to provide calibration to specified accuracy limits. Meter accuracy improves the quality of data used to audit and reduce losses within the system. For small meters less than 3-inches, the City also implements a change out program which targets an annual 1% replacement of the system s customer meters. This equates to replacement/rebuild every 1 years. The City began converting all old meters to radio frequency based AMR (Automatic Meter Read AMR type meters) starting in 22. Currently all meters have been updated to AMR and the City is now beginning conversion to AMI (smart meters) which adds data collection of up to 3 months and technology for 2-way communication. AMI meters allow increased billing accuracy, leak detection, reverse flow alarm, rate of use and time of use. It also provides customers with more real-time consumption data to better manage their water use. Approximately 3% of the meters have now been converted to AMI. Because of the challenging topography across the City service area, SCADA and/or tower transmission of data is not feasible or cost effective. With current AMR meters, city field personnel can capture all customer data (drive by) within a 4-day cycle. 4. Prevention of Tank Overflows All tanks have level indicators which are telemetered to the PWPF for monitoring and recording. High service pumping requirements are determined from monitoring of the tank levels. All tanks are equipped with altitude valves to prevent tank overflows. 13

24 City of Cumming Water Master Plan 25 Section II Local Planning Policies 5. Flushing Program Because of the high demand in the system, there are no areas that require routine flushing to maintain water quality. Lines are flushed only when breaks are repaired and when new lines are placed into service. The water line for Tyson s poultry processing plant does require regular flushing to minimize rust problems for the old, unlined cast iron pipe. 6. Prevention of Unauthorized Water Users The City has an active permit system in place for all water use that is not recorded by a permanently installed meter. The City provides hydrant meters for contractors and other customers requiring large quantities of water for road cleanup, water trucks, and similar activities. The City and County law enforcement agencies as well as other utility departments with regular field operations are consistent in reporting violators discovered without a permit and report them promptly to the office of Water Distribution. The City now provides separate metering on fire hydrants. 7. Un-metered Connections There are no known un-metered service connections. System Interconnections There are 15 master meters within the City s service area of which eleven record sales of finished water to Forsyth County and four of which the City repurchases water from the County. Master meter records are maintained and kept on site at the Water Distribution and City Hall. Master Meters for County Finished Water Supply 1. Bonnie Brae (High) (at Highway 2 East) Bonnie Brae (Low) 2. Cambridge Hills (at Highway 2 East) 3. Geneva Woods (High) (Chamonix at Highway 2 East) Geneva Woods (Low) 4. Old Atlanta Road (High) Old Atlanta Road (Low) 5. Castleberry Road (High) Castleberry Road (Low) 6. Kelly Mill & Bethelview (High) Kelly Mill & Bethelview (Low) 7. Bethelview Road (High) (at Hwy 2 West) Bethelview Road (Low) 14

25 City of Cumming Water Master Plan 25 Section II Local Planning Policies 8. Hyde Road (High) Hyde Road (Low) 9. Dr. Bramblett Road (High) (at Spot Road Connector) Dr. Bramblett Road (Low) 1. Hammond's Crossing (High) Hammond's Crossing (Low) 11. Pilgrim Mill Road (High) Pilgrim Mill Road (Low) Master Meters Repurchasing Finished Water from County Lines 1. Hendrix Road 2. Oak Highway Fenwick Drive 4. Bethelview Downs at Bethelview Rd. (4 locations, but only 1 is used) The City of Cumming is not directly connected with any system other than Forsyth County. The City has a wholesale purchase agreement with Forsyth County to supply drinking water. Forsyth County is also connected to Fulton County s water system at three metered locations. Treatment Plant Management A. Meter Calibration The Potable Water Production Facility uses several large flow meters for intake and distribution water within the system. These are calibrated on an annual maintenance schedule, or sooner if needed. The locations of the meters are shown in the attached process flow diagram in Appendix C. Meter testing and recalibration records are maintained by the City s Water Production Division Superintendent and available on-site at the PWPF. Smaller flow meters which monitor internal treatment plant flows such as backwash water flows are also included in annual testing. Small flow meters that do not pass the test are removed and replaced. All documentation recording these activities is maintained and kept on-site at the PWPF by the City s Water Production Division Superintendent. B. In-Plant Water Use The City s in-plant water usage includes losses within the treatment plant and was 7.67% for 215, which is a reduction. In-plant water use and losses are expected to decline as plant improvements are completed and expansion plans for the PWPF include updating older equipment and processes. Water losses for the system are shown in Table 1. 15

26 City of Cumming Water Master Plan 25 Section II Local Planning Policies Table 1 - Annual Water Consumption and System Water Loss 215 MONTH/YR. RAW WATER WITHDRAWAL (COUNTY) RAW WATER WITHDRAWAL (CITY) RAW WATER TREATED (CITY) TREATED WATER PUMPED TO DISTRIBUTION IN-PLANT USAGE (City W/D - Dist) WATER SALES AND EXEMPT USAGE (Excl. County) Water Losses (Distribution- Sales) (MG) (MG) (MG) (MG) (MG) (MG) (MG) Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec TOTAL (MG/Yr) import/export= =no bill,meter TOTAL DIST.= 2, =TOTAL AADD (MGD) AADD is Annual Average Daily Demand Average Annual Water Losses 11.67% Percent In-Plant Use 7.67% Total System Losses 19.34% Source File: Water Population and Demand Projections 216.xlsx - Water Loss Filter backwashing accounted for approximately 2 percent of the City s in-plant water usage, laboratory water use accounted for about 1 percent, leakage of old valves, basins and lines accounted for approximately 1 percent, and overflows accounted for approximately 3 percent. All filters including the 1969 and 1979 filters have been retrofitted with air scour backwash to minimize the amount of backwash water used during the backwash cycle. Continued operator training to improve procedures that minimize basin overflows and filter washing provide additional measures for minimizing in-plant water use. While reuse water is utilized for dissolving the chemicals used in the water treatment process, overflows from the settled solids dewatering facility are not included in the available reuse water. These flows are excluded to prevent accumulation of harmful metals and pathogenic organisms. 16

27 City of Cumming Water Master Plan 25 Section II Local Planning Policies Rate-Making Policies Non-Billed Service Connections: City accounts, exempt and fire line meters constitute all non-billed metered connections. With the exception of these accounts, all other service connections are billed. Annual billing reports are shown in Table 2 on the following page. As the City has worked to identify metering inaccuracies and billing errors, billings reports have been revised accordingly. Fire lines was added as a separate account item in 21, and Irrigation as its own line item was added in 211. Water Rates: Following completion of a rate study in 25, and in accordance with District plans, the City adopted a tiered rate billing structure. The current billing schedule is included in Appendix D. Second Meter and Irrigation Meter Policy: The City periodically sells irrigation meters (a second meter) to those customers who wish to be exempt from sewer service charges applied to those gallons used only for irrigation. All customers who choose to have irrigation water meters are charged for the water use at the same residential rate as for their domestic water meter. Other: The City s water system is financially self-sustaining. The system recovers the cost of its facility by incorporating a charge for depreciation. Other accounting policies include a Capital Improvements fund, debt service reserve accounts, and a raw water purchase account. Water system expenditures do not subsidize non-water/sewer revenues. 17

28 City of Cumming Water Master Plan 25 Section II Local Planning Policies Month Residential (incl. irrigation) Commercial Table 2 - Annual Billing Reports CONSUMPTION 215 Industrial Tyson/Koch/Smithfield Forsyth County City Acct /Exempt /FireLines Jan ,755,85 18,892,46 39,436,3 17,733,35 2,547,56 161,365,52 Feb ,641,81 31,336,58 34,127,9 19,973, 2,183,38 174,261,86 Mar ,2,51 22,887,93 33,489,61 22,15,45 2,527,83 158,121,33 Apr ,211,66 2,18,78 36,735,23 9,832,4 2,81,6 146,77,13 May ,169,83 27,182,6 36,48,91 31,294,8 2,78,98 21,764,58 Jun ,17,47 21,181,36 4,464,95 45,75,75 2,599,95 228,167,48 Jul ,794,57 25,896,29 39,198,16 33,315,65 2,75,74 213,91,41 Aug ,284,83 29,265,93 4,451,12 7,773,75 3,25,56 286,81,19 Sep ,68,86 2,137,85 43,286,5 55,265,3 2,483,6 245,781,12 Oct ,834,9 28,1,21 41,231,1 19,27,1 2,669,1 195,942,51 Nov ,93,31 3,226,36 38,943,56 5,772,15 3,26,43 178,132,81 Dec ,1,2 25,941,83 37,25,41 1,32,7 2,365,86 147,6,82 Total 1,212,612,81 31,13,64 461,22,4 331,966,4 31,887,51 2,338,619,76 AADD 3,322, ,15 1,263,75 99,497 87,363 6,47,177 % of total 51.85% 12.88% 19.71% 14.19% 1.36% 1.% 24 avg. benchmarks 31.25% 8.82% 14.68% 44.49%.76% 1.% TOTAL WATER CUSTOMERS BILLED 215 Month Residential Irrigation Commercial Forsyth Fire No Line Charge Total Jan-15 16, , ,374 Feb-15 16, , ,369 Mar-15 16, , ,434 Apr-15 16, , ,57 May-15 16, , ,548 Jun-15 16, , ,63 Jul-15 17, , ,76 Aug-15 17, , ,756 Sep-15 17, , ,834 Oct-15 17, , ,798 Nov-15 17, , ,847 Dec-15 17, , ,912 AVG.= 17, ,18 * 18,617 *Total Avg. excludes County Total 18

29 City of Cumming Water Master Plan 25 Section II Local Planning Policies Plumbing Ordinances and Codes The City presently enforces the Water Conservation Ordinance and the Georgia State Minimum Standard Plumbing Code through reference and adoption of specific codes to the City of Cumming. The City has currently adopted ordinances under Chapter 13 Building and Building Regulations that require the use of ultra-low flow plumbing fixtures. The most recent codification is located online at On February 8, 214, the City adopted an ordinance to support a water waste policy, specifically Chapter 111, article III, Sec Standards for outdoor watering of landscape and potable water waste. Recycling There are no opportunities for the reuse of treated wastewater or the reuse of cooling water. Treated effluent from the City s Advanced Water Reclamation Facility is returned to the Chattahoochee River via Big Creek. Tyson poultry processing operations are a significant City water user, and employ up-to-date water conservation methods. Educational Programs The City of Cumming regularly conducts tours of their PWPF and advanced water reclamation facility for school and civic groups and have done so for years. Also, programs are presented to school children at school lending to public awareness of the importance of water conservation. Progress Reports The City has worked to comply with the requirements of the Metropolitan North Georgia Water Planning District s Water Supply and Water Conservation Management Plan and has made progress reports to the EPD as required by the MNGWPD. Water Use Data Water Audit data is provided under Appendix B for 215 and 216. Long Range Planning Table 3 presents is a 35-year projection of the water system demand for Cumming Utilities including raw water sold to Forsyth County. Forecasts include the state mandated 5 percent reduction in demands as well as reduced water loss targets to reduce system losses to less than 1 percent by plan year

30 City of Cumming Water Master Plan 25 Section II Local Planning Policies ( Sales Data) ( Sales Data) Table 3 - Projected Water Demand for City of Cumming Service Area Projected Water Demand (AADD) Demand Categories as Historical Avg. Percent of Total Sales Residential Commercial Tyson/Industrial Forsyth City/Exempt 38.4% 9.6% 15.3% 36.3%.9% 31.25% 8.82% 14.68% 44.49%.76% Residential Use* = 11 gpcd *MNGWPD current average gpcd for Metro Area was 97 (217) Commercial/Residential Ratio (C/R)= Exempt Ratio =.25 (Commercial % sales/residential % sales).234 (Exempt % sales/residential % sales) Year Projected Finished Water Average Annual Daily Demand for City of Cumming Service Area Cumming Service Area Population Residential Demand (PopXgpcd) Commercial Demand (Res Demand X C/R) Tyson's/ Industrial Demand Forsyth County per 212 contract City/Exempt Demand (Res Demand X Exp. Ratio) Total Demand (AADD) (216 calcs) (MGD) (MGD) (MGD) 1 (MGD) (MGD) (MGD) , , , , , , , , Assumes 3% annual increase in industrial demand from base year 21 2 Calculated from actual billing data Projected Water Demand (Maximum Monthly Demand and Maximum Day Demand) Cumming Service Area Population ,36 61,359 76, 85,183 95, 14,426 12, City Residential & Commercial City Industrial³ Forsyth County City Accts / Exempt Total Demand (MGD) (AADD) Maximum Month Demand (AADD x 1.4) Maximum Day (AADD x 1.95) Footnotes: 1) Water demand is given in MGD and includes 11.67% water system losses 215 2) 4. MGD contractual commitment to Forsyth County (amend 212); Assumes same contract renewal in 232 and 242 3) Industrial consumption set at 3% annual growth rate 4).95 water conservation factor applies to all demands beginning in

31 City of Cumming Water Master Plan 25 Section II Local Planning Policies The Water Production Division (WPD) Superintendent reports the annual system loss percentages to the Georgia EPD each February for the preceding calendar year. The Superintendent also maintains records of all PWPF flow meters in his office at the facility. The office of the Director of Utilities maintains all other system planning and extension information, including the following: Capital needs for the system including raw water intake, elevated storage, and water transmission lines Updated and revised 3-year water demand projections Historic water demands including per-customer consumption data Results of all large and small meter testing, calibration and status of the meter and backflow change-out program Water conservation educational programs, plans and implementation Records associated with the implementation of the MNGWPD Water Supply and Water Conservation Management Plan and other related District Plans. Additional Water Conservation Measures The City of Cumming is continually striving to improve its efficiencies, increase conservation, and reduce water losses. The one-percent improvement in unaccounted for water represents a real gain for a system the size of Cumming s. The City has stringent testing requirements for all new water main installations to minimize leakages. The City also has a program to replace existing water mains that currently leak. Current District surveys for implementation of their water conservation plans have been included in Appendix E showing the City s ongoing work for plan compliance. Drought Contingency & Emergency Water Management Drought management ensures contingency plans are in place to meet critical water needs for the area and reduce vulnerability of the water system to unplanned events. Emergency response plans also provide a readily available action plan should unforeseen incidences occur and can reduce critical reaction time. The goal of this plan is to cause a reduction in water demand and use in response to drought or emergency conditions for preservation of water availability. This plan has been prepared in advance considering conditions that will initiate and terminate water preservation. Vulnerability assessments are required under the EPA s Public Health Security and Bioterrorism Preparedness and Response Act of 22. Community water systems serving more than 3,3 persons were required to complete a vulnerability assessment on all components of the system (surface water intake treatment plant, storage tank(s), pumps, distribution system and other important related system components). The Drought Contingency and Emergency Water Management Plan provides an update in accordance 21

32 City of Cumming Water Master Plan 25 Section II Local Planning Policies with the city s Water Master Plan, including a vulnerability assessment for the system and an emergency response plan that outlines specific response measures in the event of an incident. This update serves as part of the city s planning to implement policies and procedures for increased water system security and reliability. The Director of Cumming Utilities will monitor usage patterns and public education efforts and make recommendations to city officials on future conservation efforts, demand management procedures or any changes to this plan. This plan works in conjunction with ongoing conservation programs which provide public awareness notices, bill stuffers, website notices and other methods as a constant reminder for water conservation at all times, not just during drought or emergencies. This review and evaluation is performed on a regular basis of five years as part of the city s local Water Master Plan unless conditions necessitate more frequent amendments. The City of Cumming withdraws surface water from Lake Lanier for use as drinking water. Lake Lanier as part of the Upper Chattahoochee River Basin serves several large public water supply systems for raw surface water withdrawals in the region. The raw water intake facility consists of two pumping stations. Station II consists of a 12-foot square wetwell with a bottom elevation of 13. feet MSL with a 36-inch intake pipe 225 LF with a centerline elevation of feet MSL. The intake pipe riser will function for lake levels above 142 feet MSL. The intake capacity is 48 MGD. Station III consists of a 43-foot diameter wetwell with a bottom elevation of 117 feet MSL and a 66-inch diameter intake pipe 35 feet long with a centerline elevation of feet MSL. The intake capacity is 15 MGD. The Water Production Superintendent is responsible for monitoring water supply and demand conditions monthly (or more frequently when conditions warrant) and shall determine based on this plan when conditions warrant initiation or termination of each stage of the plan. The superintendent will notify the appropriate officials at the local level when specified triggers are reached based on monitoring of monthly operating reports, water supply and storage tank levels and/or rainfall. The triggering conditions described below assess the vulnerability of the water source under record drought conditions as well as the production, treatment, and distribution capacities of the water system. The assessment also considers customer usage based on historical data. Pursuant to the Rules for Drought Management, Section , Drought Indicators and Triggers, the Director of EPD monitors climatic indicators and water supply conditions to assess drought occurrence and severity, and its impact upon the ability of public water systems to provide adequate supplies of water. 22

33 City of Cumming Water Master Plan 25 Section II Local Planning Policies Drought Condition Indicators Lake Lanier has a normal pool water surface elevation of 171. M.S.L. Seasonal draw down of approximately three feet occurs in the summer to allow for maintenance of boat docks. The water distribution supervisor is responsible for monitoring Lake Lanier levels, finished water storage and clearwell levels on a regular basis for early drought detection. One of the earliest indicators and/or determination of drought conditions is the supervisor s monthly review of the Ga. EPD Drought Indicators Report which provides key information for Precipitation, Streamflow, Groundwater, Reservoir levels, Short term climate predictions, Soil moisture, and Water supply conditions. The EPD report also compares current conditions to historical levels for the following: 1. Precipitation during the prior 3, 6, and 12 months; 2. Streamflow at the select United States Geological Survey gages; 3. Groundwater levels at select United States Geological Survey monitoring wells; 4. Reservoir levels at Lake Lanier, as well as Allatoona Lake, Lake Hartwell and Clarks Hill Lake There are three levels of drought response available to the EPD Director. The response level is determined by the severity of the drought conditions and the ability of the public water system to meet demand for water and avoid a shortage of water in the impacted areas. Drought response declarations apply to EPD permitted groundwater and surface water systems. Drought Response Level 1: Requires permitted public water systems to conduct a public information campaign to explain drought conditions and the need to conserve water. The campaign shall include one or more of the following: newspaper advertisements, bill inserts, website homepage, social media and notices in public libraries. It should target all commercial and residential water use, not just outdoor watering. It should emphasize what customers can do and what they should do to be good stewards of our water resources. In addition to the requirements under Drought Response Level 1, Drought Response Level 2: Limits outdoor watering of landscape to two days a week determined by odd and even numbered addresses. This includes maintaining ground cover, trees and shrubs. Even numbered addresses may water on Wednesday and Saturday between 4: p.m. and 1: a.m. Odd numbered addresses may water Thursday and Sunday between 4: p.m. and 1: a.m. The following outdoor water uses are prohibited: washing hard surfaces 23

34 City of Cumming Water Master Plan 25 Section II Local Planning Policies such as streets and sidewalks, water for ornamental purposes such as fountains, the use of fire hydrants except for firefighting and public safety, washing vehicles, non-commercial pressure washing and fundraising car washes. Public water systems must also select and implement four or more items from a Drought Response Strategies Menu. Examples include an intense public information campaign, restaurants restricted to serving water only upon request, street cleaning prohibited and pool cover requirements. Drought Response Level 3 (Additional measures): All landscape watering is prohibited when for the purpose of maintaining ground cover, trees and shrubs. Watering of personal food gardens can only be done from 4: p.m. to 1: a.m. unless using drip irrigation or soaker hoses. Other allowable water uses include hand watering between 4: p.m. and 1: a.m., watering of athletic fields or public turf grass recreation areas, watering of golf courses with some limitations, use of reclaimed wastewater subject to the rules and water use during professional installation of irrigation systems. All ten items from the Drought Response Strategies Menu must be implemented. Professional exemptions: certain business activities are exempt from the rule including commercial pressure washing, permanent car wash facilities, construction sites and the watering in of pesticides and herbicide on turf. Under Drought Response Level 3, the City utilizes tiered conservation rates. The following thirteen outdoor water uses also are allowed daily at any time of the day by anyone during non-drought conditions and Drought Response Level 1 and Level 2. As described under Drought Response Level 3 some of these activities are subject to additional requirements under those conditions: 1. Commercial agricultural operations as defined in Code Section Capture and reuse of cooling system condensate or storm water in compliance with applicable local ordinances and state guidelines. 3. Reuse of gray water in compliance with Code Section and applicable local board of health regulations adopted pursuant thereto. 4. Use of reclaimed waste water by a designated user from a system permitted by the 1. Environmental Protection Division of the department to provide reclaimed wastewater; 5. Irrigation of personal food gardens; 6. Irrigation of new and replanted plant, seed, or turf in landscapes, golf courses, or sports turf fields during installation and for a period of 3 days immediately following the installation date. 7. Drip irrigation or irrigation using soaker hoses. 8. Hand watering with a hose with automatic cutoff or handheld container. 9. Use of water withdrawn from private water wells or surface water by an owner or operator of property if such well or surface water is on said property; 1. Irrigation of horticultural crops held for sale, resale, or installation. 11. Irrigation of athletic fields, golf courses, or public turf grass recreational areas; 24

35 City of Cumming Water Master Plan 25 Section II Local Planning Policies 12. Installation, maintenance, or calibration of irrigation systems; or 13. Hydroseeding. If necessary, the City of Cumming will obtain a variance from EPD for more stringent conservation practices in the event conditions deem increased conservation to ensure public water supply according to those priorities below. Potable Water Use Priorities Listed below are the City of Cumming s water use priorities with the highest priority use listed first. These priorities are part of the City s Ordinances which allow strict enforcement when required. 1. Emergency facilities using potable water for essential life support measures. 2. Agricultural use. 3. Domestic and personal uses of potable water including drinking, cooking, washing, and sanitary and health related purposes. 4. Industrial/commercial uses of potable water including hotels, shopping centers, grocery stores, car washing facilities, etc. 5. Residential and commercial outdoor uses of potable water including lawn sprinkling, non-commercial car washing, gardening, etc. The combined stored water volume in the City s elevated storage tanks and clearwells is another good indicator for drought conditions. Storage water volume will be tracked by a procedure referred to as "Stored Water Accounting". This procedure tracks all storage volumes will be continuously tracked starting at 6 a.m. each day providing daily totals. Water production scheduled for each day should be based on the prior day s volume of water produced, adjusted by the change in combined storage volume. Restrictions will start with voluntary banning and continue if conditions persist, to initiate mandatory priority curtailment. The City of Cumming will enforce any water bans with warning citations, fines or, if necessary, removal of the water meter. Enforcement of these procedures will be by City of Cumming Police Department or Forsyth County Sheriff s Department, whichever is applicable. The effectiveness of the water ban will be determined by continued observance of reductions in potable water demand at the water treatment plant and in water levels observed within the City s storage tanks. The City s new raw water intake facility with a lowered intake protects against drought conditions when water levels fall below the normal pool elevations of

36 City of Cumming Water Master Plan 25 Section II Local Planning Policies Storage of Finished Water The City of Cumming water system has the following, proposed storage facilities. Cumming Utilities Storage Capacity (MG) Clearwells WTP Clearwells 3.1 Elevated Storage Tanks Storage Tanks 4.6 Planned Storage Tank 14. Total Storage Capacity 21.7 The above listed storage capacities are not intended for drought protection. The storage facilities were designed as part of the water distribution system providing storage for hourly fluctuations of water demand and to meet fire protection flows. These storage facilities allow the water system to supply water with consistent flow to its customers only during normal conditions. As with the surrounding County and municipalities, the City relies on the storage capacity of Lake Lanier during periods of drought. Lake Lanier is expected to provide long-term storage when flows across the Chattahoochee River Basin are less than the needed withdrawals. The city has maintained interconnection with Forsyth County for routine water sale which serves as their primary water supply source. This interconnection will remain for water sale to the County, but is also retained for emergency uses. Interconnections with other water systems provide a valuable means of increasing water system reliability. If water systems are interconnected, finished water supply can readily be available in the event of a major water system failure. These connections can function on an emergency-only basis, as a peaking supply, or they can provide major or sole sources of water supply for some water systems. Water Supply to Northside Forsyth Hospital Upon completion of the proposed 2 MG elevated storage tank at Old Atlanta Road, the City will have an ideal source for supplying water to Northside Forsyth Hospital in emergencies. Currently, the City s Ridge Road tank is located approximately 2.5 miles from the hospital. The valve operation required to isolate the tank would be extremely complex and time consuming especially in an emergency situation. Until the Old Atlanta tank is constructed, the most straightforward method of supplying water to the hospital in emergencies would be a feed from Forsyth County. 26

37 City of Cumming Water Master Plan 25 Section II Local Planning Policies The feed from Forsyth County would require reversing the flow at the Old Atlanta Road meter. Typically, this meter measures the flow from the City s system to Forsyth County. In order to reverse the flow, the valves should be operated as shown below. 1 GV, normally opened, to be closed 1 GV, normally closed, to be opened Typical direction of flow, to be reversed Forsyth County Water System City of Cumming Water System Figure 3 - Valve Operation at Old Atlanta Road Meter for Northside Forsyth Hospital Emergency Water Supply Additionally, valves on the City s system would need to be closed in order to isolate the hospital from the rest of the system. Figure 4 on the following page shows the required valve closure to direct flow to the hospital. Forsyth County s booster pumps on Old Atlanta Road would also not be able to be operated while water is being supplied to the hospital. The pump station bypass would need to be utilized in the opposite direction of normal flow. 27

38 City of Cumming Water Master Plan 25 Section II Local Planning Policies Valve on 16-inch water main to be closed Valve on 12-inch water main to be closed Old Atlanta Road Meter Figure 4 - Valve Closures to Direct Flow to Northside Hospital 28

39 City of Cumming Water Master Plan 25 Section II Local Planning Policies Emergency Systems Improvements Cherokee County Interconnection The Cherokee County Water and Sewerage Authority has a 5, gallon elevated tank (overflow elevation of 1,387 feet MSL and 34 feet below the City s overflow of 1421) at Free Home Community with a 12-inch line running toward Forsyth County. The 12-inch water line stops short of the Forsyth/Cherokee County line by an estimated distance of 4, feet. The water line that continues to the county line is an old asbestos-cement 6-inch water line that would need to be upsized to a 12-inch line. The City has a 4-inch Master Meter at the county line that would need to be upsized. The required booster pump station would be located near the county line on Highway 2, connected to the City s existing 12-inch water line. The water could then be pumped to the City s water tanks on Highway 2 at Sawnee Mountain or to Forsyth County s Watson Road water tank (each with overflow elevation of 1,421 feet MSL). The City and Forsyth County water systems have multiple interconnections; therefore, feeding into Forsyth County s water system would also benefit the City s system. The proposed layout for both scenarios is shown on the following page. The City s tanks at Sawnee Mountain are located approximately 6 miles from the Forsyth/Cherokee County line on Highway 2. The line is currently a combination of 8-inch and 12-inch pipe. Pumping to the City s tanks would require approximately 2,4 LF of 8-inch pipe to be replaced with 12-inch DIP. The water could also be pumped into the Forsyth County system where it connects to the City s 12-inch line at Post Road and Highway 2. Forsyth County has a 12-inch line running from this connection point to the Watson Road water tank. This scenario would require approximately 3, LF of 8-inch pipe to be replaced with 12-inch DIP. Potential Water Sales to Etowah Water and Sewer Authority The following section will detail the requirements for the City to receive water from surrounding water systems in an emergency. The potential also exists for the City to sell finished water to Dawson County (Etowah Water and Sewer Authority); however, the City s Service Area does not extend to the Dawson County line. In order to make a connection between the City and Etowah, a new line would have to be constructed. The new line would run west along Highway 369 to Bannister Road and north along Bannister Road to Highway 9 at the Dawson County line. The total length of the proposed line is approximately 28, LF. The new line would be at least 12-inches in diameter and could be larger depending on how much water the City sells to Etowah. The proposed connection point for an interconnection with Etowah Water and Sewer Authority (Dawson County) would be on Highway 9 at the Forsyth-Dawson County line. Currently Etowah Water has only 6-inch and 8-inch diameter lines in the area and 29

40 City of Cumming Water Master Plan 25 Section II Local Planning Policies operates at an overflow elevation of 1399 MSL. However, Etowah Water plans to upgrade these lines to 16-inch and 18-inch and construct elevated storage at an overflow elevation of 146 MSL. Following the upgrades by Etowah Water, a booster pumping station would be required to supply finished water to Etowah from the City. Water Quality As of 216, 18 streams within Forsyth County are on EPD s 35(b)/33(d) list, many of which feed the headwaters to the Chattahoochee and were categorized as impaired and not supporting their intended use. These environmentally sensitive areas include Lake Lanier, and multiple tributaries to the Chattahoochee River. The current 33d list in appendix) Table 4 presents the values of the important parameters defining the raw water characteristics over the most recent twelve months (January, 211 through December, 211). Month ph Alkalinity (mg/l) Table 4 - Raw Water Quality Sampling Results Temp (Degree C) Fe (mg/l) Mn (mg/l) Max. Turbidity (NTU) Giardia Log Inactivation Jan, Feb, Mar, Apr, May, June, July, Aug, Sep, Oct, Nov, Dec, Maximum Minimum Through the watershed protection program, the city monitors 7 locations. (insert a map showing the 7 locations-this could be included on the sewer master map) 3

41 City of Cumming Water Master Plan 25 Section II Local Planning Policies Wetlands and Protected Species Wetlands are areas where the frequent and prolonged presence of water at or near the soil surface influences the kind of soils that form, the plants that grow, and the fish and/or wildlife communities that use the habitat. Swamps, marshes, and bogs are several types of readily recognized wetlands. Many wetland areas within the city s service area are located along major streams such Big Creek, Settingdown Creek and their tributaries. Additional wetland areas are also present around the Lake Lanier shoreline. The City of Cumming Code of Ordinances provides requirements for jurisdictional determination of wetland areas for all new developments. In addition to identifying and preserving wetlands, the Georgia Department of Natural Resources Wildlife Resources Division maintains some extensive databases of rare species and natural communities in Georgia. These rare natural elements are defined as plant and animal populations, natural plant communities, bird nesting colonies, caves and other features in nature that are considered important for biodiversity conservation. The main databases include biotics data and their location, state wildlife plan, tracked special concern species, high priority species, and U.S. and Georgia protected species lists. Figure 5 - Protected Wildlife and Rare Natural Elements Hexagons 31

42 City of Cumming Water Master Plan 25 Section II Local Planning Policies Within the city s service area boundary are four overlaid hexagon areas ( Hex 15, 125, 126, and 147) defining those listings for rare species and rare natural elements within each. An interactive map of the databases can be found at and is shown in Figure 5. Protected Wildlife and Rare Natural Elements. The four species lists that correspond to each hexagon are included as part of this report under the appendix. 32

43 SECTION III SYSTEM INVENTORY AND EVALUATION 33

44 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation The following sections detail the existing facilities and infrastructure that comprise the City of Cumming s water system. The system generally consists of the raw water source and related intake facility with the transmission main to the Potable Water Production Facility. The treatment facility includes clearwells for finished water storage and a peaking plant to assist during high water demand periods. Finished water is then pumped out to the distribution system which includes elevated storage tanks, fire hydrants and booster pump stations where additional water pressure is required. Raw Water Source The sole source of raw water for the City of Cumming is surface water from Lake Lanier. The City of Cumming owns and operates the only raw water intake facility (RWIF) in Forsyth County and holds the only easement from the U.S. Army Corps of Engineers or storage contract. The City and Forsyth County share the operational costs of the RWIF via the Water Users Agreement. The City and County both hold EPD withdrawal permits. The City s withdrawal permit allows for the withdrawal of 21 MGD maximum daily and 18 MGD maximum monthly. The County s withdrawal permit allows for withdrawal of 16 MGD maximum daily and 14 MGD maximum monthly. Current copies of the city s surface water withdrawal permit (as modified Jan. 2) and the PWPF Filtration Permit (expires Feb. 9, 22) are included under appendix J. Normal full pool elevation of Lake Lanier is 171 MSL and the bottom of the conservation pool is 135 MSL. In 27, the water level in Lake Lanier fell to levels below 151 MSL and remained at unprecedented low levels for much of 28 and 29. At that time, the City of Cumming began, and has since completed construction of, the RWIF III. The new facility, in conjunction with the 78-inch intake pipe which extends approximately 3, LF into Lake Lanier, allows the City to operate the raw water intake pumps at water levels below the conservation pool elevation of 135 MSL. Source Water Protection plans have been implemented through the county as the intake area is outside the city s service area. Additionally, the city s water conservation plans and drought contingency plans have been updated and included as part of this master plan. Raw Water Intake Facility (RWIF) The City originally withdrew raw water from both Dobbs Creek and Baldridge Creek. Then, in the late 197 s the city secured a permit from the U.S Army Corps of Engineers and built the first raw water intake which had the ability to withdraw up to 8 MGD from Lake Lanier. In 1989 a secondary backup intake facility was built and the original was decommissioned. 34

45 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation The current intake was commissioned in 21 allowing withdrawal at lower surface water elevations than previous. The current intake was sized to replace the capacity of the second intake, as well as increased demands into 25. The current Intake is designed to accommodate up to eight vertical turbine pumps and has ultimate capacity for pumping up to 15 MGD. The original Lake Intake is operational and can be used on a temporary basis, if needed; when the City installed an emergency standby generator, the intake was used to supply water for approximately two weeks. The current Intake was configured to ultimately house 8 pumps, but currently has five online. Three are designated for the city s service area use and two are for county use. Future pads are available for the addition of 3 more pumps and related transmission lines (two for the County and one for the City). Current designated pump locations and facility layout is shown in Figure 6 - Raw Water Intake Facility III. If the County requires additional pumping capacity, the service delivery strategy allows for such construction if it is dedicated back to the city for ongoing maintenance and operation. Figure 6 - Pump Configuration at RWI III 35

46 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation From the intake facility, a withdrawal line of 66-inch dia. terminates at a sump pool area with a screened end. From the sump pool a second larger 78-inch line installed flat with top of pipe roughly at elevation 126 reaches further out to deeper areas of Lake Lanier to ensure withdrawal capacity during periods of lower lake levels. The City uses one 4 HP pump (Pump #2) and one 9 HP pump (Pump #5) to deliver raw water to the City s PWPF. These two pumps have capacity for delivering approximately 25 MGD to the City s PWPF through one 3-inch and two 16-inch DIP force mains. The City s RWIF II, which includes two 6 HP pumps, is available for pumping raw water to the City s water plant. However, Intake II cannot operate at lake levels below 142 MSL. Intake III can operate below lake levels of 135 MSL, the bottom of the conservation pool of Lake Lanier. The County uses one 45 HP pump (Pump #1) and one 9 HP pump to deliver raw water to the County s water plant. These two pumps can deliver 27 MGD to the County s plant though their 42/48-inch force main. Potable Water Production Facility (PWPF) The city s Potable Water Production Facility is located on over 31 acres owned by the City of Cumming at 935 Dahlonega Highway that also includes the City s Dobbs Creek Park. A recent expansion for the facility in 29 brought filtering capacity to 24.1 MGD. The original plant, since expanded several times, now has maximum day capacity of 21 MGD and average day capacity of 18.1 MGD. The facility layout is shown in Figure 7. Main processes consist of chemical addition, flocculation, sedimentation, and filtration. The sludge collection system was upgraded in early 211. The 29 expansion utilized a packaged plant for peak flow conditions to add 6 MGD of treatment during periods of high demand. The (3) 2. MGD Micro-floc Trident units treat turbidity, suspended solids, color, iron, manganese, odor, taste and parasites (ie; Giardia lamblia and Cryptosporidium) at lower capital costs than older conventional systems while allowing higher flow rates through the plant. 36

47 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation Figure 7 - Potable Water Production Facility Layout The water production main plant processes are described below and shown on a current process flow diagram included in the appendix. -Flow measurement: Parshall flume and sonic flow meter measure incoming volume. -Rapid mix and floc: Aluminum sulfate, hydrated lime, and polymer are added to cause particulates to coagulate and "floc" together. A baffled system of "over and under" plates slows flow and allows increased contact time to assist coagulation of floc particles. -Sedimentation basin: From the floc chamber, the sedimentation basin with stainless steel baffles is complete, the clarified water is skimmed from the surface of the basin over a weir and gravity fed through the multimedia filters. -Filtration: Clarified water is sent through multimedia filters of anthracite coal, well-graded sand, two grades of garnet, and three grades of gravel. Periodic back washing keeps the filters clean and continuing to filter at high production rates. Backwash filtrate pumped to solids dewatering. -Solids dewatering: Collected basin drainage water, overflows, sludge collection system and filter backwash is treated through sludge thickener tanks for complete stabilization and decant flows released back to Sawnee Creek which flows into Lake Lanier. 37

48 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation -Sludge Processing: Thickened sludge is further processed in conditioning tanks (polymer added) and resulting belt pressed solids deposited at Hwy 9 Sludge Holding Ponds. -Post-Flash-Mix: Final "polishing" to meet Federal standards for the Clean Water Act is accomplished with addition of fluoride, chlorine, phosphate, and lime. -Storage: Cleaned water is stored in the clearwells on-site at the PWPF and/or in one of the city s elevated and ground storage tanks throughout the distribution system. PWPF Peaking Plant (6. MGD) The peaking package plant was added in 29 to provide additional finished water during higher demand periods. The plant includes enhanced coagulation with tube settlers, higher rate settling and adsorption clarification, and filtration. The Micro-floc Trident units (by Siemens Water Technologies) provide a higher production rate than the existing processes. The expansion included a new raw water booster pump station located across Highway 9 from the main plant, and is dedicated for raw water to the new peaking plant. Prior to processing through the peak plant, ph adjustment is made with liquid lime, and coagulant and polymer also added to induce flocculation of particles. A sludge recycle flow is introduced near the coagulation point, to aid in floc formation, and serves to maintain a more steady-state solids concentration. The coagulation with tube clarification reduces influent solids concentration prior to the adsorption clarifying. This leaves most coagulated particles in the tube clarifier. For cold water conditions and periods of high turbidity raw water, the tube clarifier provides detention time reducing plant waste volume and improving organics removal. The settled solids dewatering area treats collected flows from the basin drains, overflows, sludge collection system and filter backwash. Settled solids are pumped to two sludge thickeners. The decant water off the sludge thickening process is released to Sawnee Creek which then flows to Lake Lanier. The thickened sludge is further processed in conditioning tanks where it is treated with polymer before entering the filter press. Resulting solids are deposited across Highway 9 at the old sludge holding ponds. PWPF Deficiencies and Recommendations Liquid Chemical Feeds Aluminum sulfate, hydrated lime, and polymer are currently added to the main treatment processes. However, addition of liquid chemical feeds in place of the current processes would allow for improved operation and more efficient clarifying at the main plant. The proposed liquid chemical feeds, would mirror the liquid alum feed at the peaking plant, with corresponding tanks located outside surrounded by a containment wall. The proposed chemical feed changes should include liquid lime, fluoride and phosphate. 38

49 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation Finished Water Storage Throughout the distribution system, the city currently has four elevated tanks which are shown on the master plan map, and 5 ground clearwells, of which 2 are located on site at the PWPF. Currently the utilities storage is 4.55 MG. The two clearwells (1 MG and 2 MG) at the PWPF, shown in Figure 7, are circular prestressed concrete served by three high service pumps. One pump feeds the 1 MG clearwell and two high service pumps feed the 2 MG clearwell. The City s property at the PWPF will be fully utilized by treatment processes upon completion of the proposed 6. MG clearwell. Costs of relocating some or all the water treatment facilities is not feasible. The existing facility has been expanded over the years and large transmission mains and storage facilities and the distribution network have been planned and designed with the current location remaining. Therefore, future upgrades when required should consider membrane technology, which uses a much smaller footprint than conventional methods. Cumming Utilities has a total of 4.55 MG of finished water storage to serve its customers, in a combination of ground and elevated storage tanks. Table 5 contains a listing of all finished water storage facilities within the distribution network and their respective capacity with conveyance. Table 5 - Cumming Utilities Finished Water Storage ID# Facility Name Built Capacity (Mg) Conveyance And Notes C1 PWPF Clearwell # C2 PWPF Clearwell # C3 PWPF Clearwell #3 2. T1 Elevated Ridge Tank #1 1. Renovated 26 T1.1 Elevated Ridge Tank #2.5 Renovated 26 Elevated Coal Mountain Tank (State Barn T2 Tank) T3 Elevated Hendrix Rd Tank G1 Sawnee Mountain Ground Tank #1.8 Renovated 23 G2 Sawnee Mountain Ground Tank #2.5 Renovated 23 G3 Mountain Rd. Ground Tank Total Existing Storage 7.69 Proposed P1 Northside Hospital Tank P2 PWPF Clearwell # P3 PWPF Clearwell # Future Total Storage

50 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation Distribution Network The City maintains a distribution system of over 3 miles of water lines to consistently deliver clean water to the city s customers. Line sizes range from 2-inch diameter domestic lines to large 36-inch diameter transmission mains. Table 6 shows the length of pipe by water line size within the city s system and as current with the included water model for the system. The lines are also represented on the updated Cumming Utilities Water System Map with anticipated areas of new and/or updated lines into 25. Table 6 - Water Main Sizes and Lengths Pipe Diameter smaller than 6-inch 6-inch 8-inch 1-inch 12-inch 16-inch 18-inch 24-inch 3-inch 36-inch Pipe Length 337, LF 487, LF 882, LF 39, LF 298, LF 5, LF 21, LF 6, LF 3, LF 4, LF Booster Pump Stations Currently the City has seven booster pump stations as part of the distribution system to ensure adequate system pressure across the service area. City ordinances also require developments or individual requests for water service above elevation 128 MSL to provide booster pump facilities with proper design and configuration to supply proper fire flow pressure to the city s system. Table 7 shows each pump station and corresponding pump data. 4

51 City of Cumming Water Master Plan 25 Section III System Inventory and Evaluation Table 7 - Booster Pump Station Inventory ID# EXISTING FACILITY BUILT ADF PDF PUMPS SUCTION HEAD WATER MAIN DIA LF B1 B2 B3 B4 B5 B6 B7 (gpm) (gpm) (Hp) (gpm) (ft.) (ft.) (in.) (ft.) Mountainside Booster Pump Station (2 Pumps) (2 Pumps) (2 Pumps) Ashebrooke Booster Pump Station (2 Pumps) Old Mountain Road Booster Pump Station (2 Pumps) Tower Road Bps Wickersham Booster Pump Station Old Smithdale Heights Booster Pump Station Mountain Road Booster Pump Station (2 Pumps) P-B8 P-B9 P-B1 Proposed New Smithdale Heights Booster Pump Station (2 Pumps) Highway 2 East Booster Pump Station Highway 2 West Booster Pump Station

52 SECTION IV FUTURE DEMAND FORECASTS 42

53 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Service Area Characteristics & Demographics The City of Cumming faces many challenges for providing potable water service because of a rapidly growing and changing population, a diverse topography and managing and conserving water resources. The City service area encompasses approximately 52 square miles of land comprised of the corporate limits for the City of Cumming which is 5.5 square miles, plus 46.5 square miles outside city limits for unincorporated Forsyth County. Generally, the service area is bounded by Bethelview Road and Dr. Bramblett Road to the west, Highway 369 to the north, Bald Ridge Creek and the Gwinnett County line (along Chattahoochee River) to the east and Highway 2 and Georgia 4 along the south. While the service area has expanded well beyond the city limits, this growth and trend are expected to continue. Proximity to Lake Lanier coupled with major travel routes through the city will continue to be strong drivers of increased population as well as higher employment from new businesses and industries to the area. Developments such as employment centers and communities with higher density along the major travel corridors will require added capacity and networks of infrastructure to support that growth. Key infrastructure that includes reliable water and wastewater treatment capabilities, transportation, and modern communications infrastructure systems will be needed. With Lake Lanier as the largest body of water in Georgia, and as the sole source of raw water to the region, population forecasts were analyzed with a broader perspective and increased attention given to the conservation of water to better support the expected demands which will be placed on the city s water system. 43

54 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Topography The diverse topography within the city s service area creates some challenges in providing potable water because of the elevation differences from two ridgelines which separates the service area. Shown in Figure 9 below, the service area extends from the shorelines of Lake Lanier westward across two ridgelines. One smaller ridgeline is located parallel and to the west of Georgia 4. A second larger ridgeline with top elevations of 168 and 1967 feet is parallel and further west of highway 4. Elevations within the service area range from below 1 MSL, near the Gwinnett County line at the Chattahoochee River, to above 16 MSL in the areas around Sawnee Mountain. Figure 9 shows the more prominent topography in the area. Figure 8 - City Limits and Topography Storage tanks in the distribution system operate at an overflow elevation of 1421 MSL. The City requires that all developments located above elevation 128 MSL be served by booster pumping systems. 44

55 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Population Estimates and Forecasts The City of Cumming and Forsyth County have consistently ranked near the top of the fastest growing communities in the nation over the past two decades. During the decade 199 to 2 Forsyth County s population grew by 123.2% (44,83 to 98,47). During the decade 2 to 21 the County s population grew by 78.4% (98,47 to 175,511). During years following the 28 Great Recession, growth did slow, but is returning to similar trends observed prior to the economic downturn. Below is a historical graph of county-wide growth since the 18 s, which shows a marked population increase in the Forsyth region. Figure 9 - Forsyth County Historical Growth since 184 Source: The same key factors which contributed heavily to the regions population will continue to drive area growth on the county and local levels. These key factors are the proximity to Atlanta (about 3-4 minutes from Cumming to Atlanta), less than 2-hour proximity to other nearby Metropolitan Statistical Areas (MSA), and the recreational features of the Sawnee and Blue Ridge Mountains and Lake Lanier, the largest body of water in Georgia. From 214 to 215, the Census Bureau showed Forsyth County s growth at 4.2%, which is above the average for the state of Georgia, and ranked as the 11 th fastest growing County in the U.S. 45

56 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Estimates are based on the 21 Census and reflect changes to the April 1, 21 population due to the Count Question Resolution program and geographic program revisions. Population estimates as of July 1, 214, were 23,882, and had risen to 212,438 as of July 1, 215. Of note is also the rate at which the population increases are occurring. At current estimates, growth is occurring by 21% since 21 (census estimates - Forsyth County population 175,511). To generate more recent historical population for Cumming Utilities service area, the base population from the 21 U.S. Census maps was used. This data features individual census blocks, the smallest geographic unit used by the Census (called a census tract). Using 5 year increments beyond 21, the Atlanta Regional Commission (ARC) growth trends and estimates were then applied (ARC base data also originates from raw U.S. Census data). Overlay of respective census tracts with the city s service area is shown in Figure 11 - Service Area Census Tracts Map. Population figures for the city s service area were further developed from the overlay of U.S. Bureau census tracts bounded by the city s service area limits in CAD. For census tracts only partially within the service area, a revised delineation was achieved by subtracting the tract areas which were outside of the service area, then creating a ratio of the portion which lies inside the service area. This ratio was then applied to ARC forecasted population growth numbers. Any census tracts outside the limits of the city s service area were not used since Forsyth County is expected to provide service to these areas (ARC tabular data set indicated 22 tracts; , , , and as Cumming ) The city service area includes in full and in part, only 18 census tracts. 46

57 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Figure 1 - Service Area Census Tracts Map From the ARC population forecasts for years 215, 22, 23, and 24, and adjusted tract population numbers within the service area, the resulting trend line was generated and 235 and 25 then extrapolated from the graph. A third order polynomial trend line was used as most descriptive for population growth given maximum populations which the area can physically sustain. The population trend line is shown in Figure 12. Additional ARC raw data and complete spreadsheet calculations have been included in the appendix along with supporting information for historical population estimates and forecasts made by the Atlanta Commission. In most instances since the 199 s, actual population numbers forecasted by ARC have consistently exceeded the forecasts. These estimates include considerations for land use, transportation influences, historical trends and many other factors as modeled by the Atlanta Regional Commission (ARC). Supporting population details are included in appendix Y. The trendline graph for forecasted population growth is shown in Figure

58 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Table 8 - City Service Area Population Growth Data COUNTY SERVICE AREA YEAR* POPULATION POPULATION ,83 8, ,4 19, ,643 26, ,76 43, ,438 51, ,275 61, ,748 85, ,31 14, , 12, *199, 2,25 as 19.5% of county population SOURCE; (Atlanta Regions Commission District Website) 48, 44, 4, 36, 32, 28, 24, 2, 16, 12, 8, 4, ARC PROJECTION FOR FORSYTH COUNTY CITY OF CUMMING PROJECTION Figure 11 - Service Area Population Growth Trendline 48

59 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Table 9 - Estimated Population in Service Area Census Tract Census Tract Area (sq. mi.) Census Tract Water Area (sq mi) Census Tract Land Area (sq mi) Census Tract within Service Area (sq mi) Census Tract Land within Service Area (sq mi) Percent Land Area in Service Area Population (Census 21) Population within Service Area (% X Pop.) % % % % % % % % % % % % % % % % % % % *excludes water from total land area , Forsyth County Population 175,511 1 Adjusted Service Area Population 43,387 1) Area was adjusted for each US Census Tract by the limits of the service area boundary The Atlanta Regional Commission estimates growth rates at around 1.5% which is less than the historical 3.% from the 195 s through 2. However, the economy is returning to a growth higher than what occurred during the recession of 28. ARC s Series 15 forecasts anticipate, for 24, just over 8 million persons in our 2- county area along with about 4 million jobs. From 215 to 24, the 2 county Atlanta Region is forecast to add 2.5 million residents. Average annual growth rate is a modest 1.5%, which while strong (and higher than during the recession) is a departure from more robust historical trends. The average annual regional population growth rate between the 195s and the 2s was 3%. Employment for the 2 county Atlanta Region is projected to increase by 1.4 million jobs between 215 and 24. The average annual employment growth rate during this period is forecast at 1.2%. (From the Atlanta Regional Commission s website: The above population analysis assumes Cumming Utilities service area remains the same into plan year 25, and would not include expansion of the service area. Other 49

60 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts influences to population estimates were reviewed which include Land Use for both the city and county, transportation access/expansion and demographics for the region, including employment trends and major types of industries recently located in the area. Land Use and Transportation Impacts Historically, development has been shown to concentrate around major transportation corridors and where utility services are already established, population growth forecasts were reviewed in contrast to other regional plans growth rates to better estimate growth and the types of growth expected for the service area. Transportation improvements are expected to increase the population and encourage economic growth. Particularly along the Ga. Highway 4 (north-south corridor through the city) and Ga. Hwy 2 (east-west corridor through the city). In the ARC 24 Transportation Plan, Highway 4 and multiple cross roads along the southern portion of the service area are expected to receive road improvements and/or expanded. Similarly, Highway 2 is expected to be widened from 2 lanes to 6 lanes by 22. Utility systems will be impacted by increased permanent residents, those who commute to work outside the city, as well as tourists and recreational visitors. In November of 214, Forsyth County approved up to $2 million general obligation bonds to finance a variety of transportation projects and 159 roads covering over 5 miles were resurfaced. Estimates of the area of existing land use categories were developed using Forsyth County and City of Cumming existing land use and zoning maps. The land use maps found in Appendix I show the approximate locations of land use categories within the service area. Table 1 below provides a summary of the corresponding acreage and percentage associated with the land use as bounded by Cumming s service area. Table 1 - Existing Land Use for Cumming Utilities Service Area Land Use Approximate Area (acres) Approximate Percent Residential 14,317 45% Agriculture 4,772 15% Undeveloped 3,182 1% Commercial 2,545 8% Parks/Recreation/Conservation 2,545 8% Road Right-of-Way 2,545 8% Institutional/Public 1,273 4% Industrial 636 2% Total 31,815 1% 5

61 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts The largest category of land use is residential as 45% of the service area. These areas consist of single family units and located mainly outside the city limits. Residential areas west of the City, between Bethelview Road and Highway 2, and southeast of the City, between Highway 2 and Lake Lanier are more densely populated than the northern portions of the service area. County character areas and City and county land use patterns were considered for indications of necessary infrastructure based on the type of future development expected. Land use serves as a general guide for planning future expansions of the system. It also assists in planning for the needs of the community while safeguarding natural resources and special interest areas such as Lake Lanier to the east or the Sawnee Mountains to the west of the City. Based on Forsyth county land use planning, the City anticipates areas for rapid growth to include corridors along the east-west Highway 369, Highway 4 corridor, future greenway projects west of the city limits, along waterways to the east and southeast of city limits. To the south of city limits along Hwy. 4, the county is expecting added growth for heavy industrial and employment center type growth. To the north of city limits along Highway 4, village living areas are expected. Employment centers typically include a mixture of manufacturing, warehousing, wholesale, and commercial and office with retail and high intensity residential as accessory uses to creating a live/work and play environment. Village Living areas are high density residential type developments including mixed-use designs and most often located adjacent to transitional or development corridors. Agriculture was still the second largest land use category in 217, comprising approximately 15% of the service area. The agricultural areas consist mainly of several large tracts in the northern and western portions of the service area. Commercial land comprises approximately 8% of the City s service area, mainly located within the City limits. Additional commercial is also located along Highway 9, north and south of the City limits, and along Highway 2, east and west of the City limits. Industrial land use comprises approximately 2% of the City s service area. Much of the industrial areas are located within the City limits with a few smaller tracts at the southern and western ends of the service area. Although industrial land makes up a small percentage of the service area, the industrial water demands can be very large. While Tyson Foods is the City s largest single water customer within in the City limits, they do not send sewer flows to the City s system and have their own discharge permit. Approximately 4% of the service area is developed with institutional and public land. Forsyth County Schools have 7 elementary schools, 2 middle schools and 1 high school located within the City s service area. Additionally, Northside Forsyth Hospital, located near Georgia 4 and Highway 2, is a major water and sewer user. 51

62 City of Cumming Water Master Plan 25 Section IV Future Demand Forecasts Parks, recreation, and conservation areas comprise approximately 8% of the service area. Much of the park land is located at Forsyth County s Sawnee Mountain Preserve and Central Park. Additional park, recreation and conservation land is located along Lake Lanier, including Mary Alice Park. Approximately 1% of the service area remains undeveloped. Most of the undeveloped land is located on either side of Georgia 4 with several other large tracts spread throughout the service area. 52

63 SECTION V WATER SYSTEM MODEL 53

64 City of Cumming Water Master Plan 25 Section V Water System Model Water Model and Calibration The City originally developed a computer model for their water system in 24. The model was calibrated with the results of several hydrant tests conducted within the service area. The model has been updated as new construction, upgraded water mains and additional fire hydrant flow tests are completed. The most recent update also reflects the current (216) demand for residential, commercial, and industrial water usage for the City and the water supply to Forsyth County. Improvements in conservation efforts as well as Forsyth County s decreased demand have resulted in lower flows and less stress to the modeled system. The model also includes the City s planned efforts to create separate high pressure zones for areas of higher elevation that may limit the water supply in other areas of the City. High Pressure Zones and High Elevations The City is focusing on separating areas of high elevation defined as areas above 128 MSL along the Sawnee Mountain ridge from the rest of the water system. These high elevation areas create high headloss in the system and may limit the distribution of water. By isolating areas of high elevation from the water system with booster pump stations and tanks, the water system can maintain adequate pressure to supply water to developments throughout these areas. The 4 delineated high pressure zones each include a proposed or existing booster pump station. Although several areas outside these defined high pressure zones are above 128 MSL and may reflect low pressures in the model, these are areas close to existing tanks and have adequate water availability. Model Demand Distribution Various junctions in the computer model are designated as nodes for residential, commercial and industrial demand. These nodes were spread throughout the service area based on census tract populations and land use maps. The demand for each category was evenly distributed among the corresponding group of nodes. Table 11 shows the numbers of nodes in each category and the demand placed at each node in the category. The demand from city use and exempt accounts was included in the Commercial category. The demand for irrigation was included in the Residential category. For the model, the demand from Tyson Foods is assumed to increase by 1.5% annually, while the overall industrial demand increase was set at 3% annually. 54

65 City of Cumming Water Master Plan 25 Section V Water System Model Table 11 - Computer Model Node AADD Flows Category # of Nodes 216 AADD (MGD) 216 Flow per Node (GPM) 24 AADD (MGD) 24 Flow per Node (GPM) Residential Commercial Industrial Tyson ,249 MDD and MHD conditions were simulated in the model by multiplying the AADD by factors of 1.6 (for MDD) and 2. (for MHD). The corresponding flows per node are given in Tables 12 and 13. Table 12 - Computer Model Node MDD Flows Category # of Nodes 216 AADD (MGD) 216 Flow per Node (GPM) 24 AADD (MGD) 24 Flow per Node (GPM) Residential Commercial Industrial Tyson Table 13 - Computer Model Node MHD Flows Category # of Nodes 216 AADD (MGD) 216 Flow per Node (GPM) 24 AADD (MGD) 24 Flow per Node (GPM) Residential Commercial Industrial Tyson , , In addition to the demands shown above, the City sells finished water to Forsyth County in several locations. The flows are metered and tabulated monthly. Table 14 gives the flow at each meter for every month of

66 City of Cumming Water Master Plan 25 Section V Water System Model Table Monthly Water Sales to Forsyth County by Meter Location (Gallons) Month Old Atlanta Road Castleberry Road Pilgrim Mill Road Dr. Bramblett Road Cambridge Hill Road Chamonix Drive Bonnie Brae Hammonds January 8,466, 296, 1, 544, 231, 11,15 February 5,578, 349, 5 478, 214, 12, March 35,6 634, 188,5 43, 211,5 94,55 April 1,841, 546, 25,5 593, 259, 122,18 May 9,854,8 1,111, 15,5 628, 317,5 116,84 June 52,459,1 15, 11,5 835, 45,5 176,16 July 87,536,3 1,5 774, 429,5 199,15 3,369, August 54,141,8 426,4 3 16, 62, 445,5 192,3 2,968, September 9,86,1 194,7 697, 392, 152,71 4,87,5 October 58,675,6 163,66 852, 292,5 187,93 2,38, November 5,679,5 92,86 46,5 529, 31, 148,23 December 74,7 43, , 287, 19,68 Total 375,22,5 3,961, , 7,441, 3,786, 1,711,88 13,452,5 AADD (gpm) MDD (gpm) , MHD (gpm) 1, *2,7 gpm is the maximum pumping rate for Forsyth County s pumps at Old Atlanta Road In the computer model, the flows shown above are described in gallons per minute (gpm) to simulate the water demand for Forsyth County. High Service Pumps The high service pumps at the PWPF are operated manually. The Ridge Tank level is monitored and pumps are turned on and off to maintain a tank level between 28 to 35 feet. The computer model matches the total supply from the pumps to the MDD. Pumps #3, #5 and #7 will supply approximately the 217 MDD. Pumps #3, #4, #5, #6 and #7 will supply approximately the 24 MDD. Under AADD conditions the tanks would be filling, and under MHD conditions the tanks would be emptying. The corresponding flow deficits or surpluses are shown in Table

67 City of Cumming Water Master Plan 25 Section V Water System Model Scenario Table 15 - High Service Pump Combinations used in Computer Model Demand (MGD) Flow Supplied (MGD) Flow Surplus (+) or Deficit (-) (MGD) 21 AADD MDD MHD AADD MDD MHD Tank Levels The City s storage tanks operate at an overflow elevation of 1421 MSL. The water plant operators run the high service pumps to maintain a tank level of 28 to 35 feet at the Ridge Tank, corresponding to an HGL of 1414 to 1421 MSL. In the computer model, under AADD, MDD and MHD conditions, tank levels of 1416 MSL are specified for each tank in the system. In the fire flow analysis, specified tank levels of 141 MSL were used. 57

68 SECTION VI WATER MODEL RESULTS AND SYSTEM DEFICIENCIES 58

69 City of Cumming Water Master Plan 25 Section VI Water System Deficiencies and Recommended Improvements Several scenarios of the city s water system were modeled to determine locations in the Service Area experiencing low pressure and to identify pipes experiencing high headloss. A summary of each analysis is given below. Generally, the city s system should provide a minimum pressure of 4 psi at all locations within the service area that are at or below elevation 128 MSL. Currently, the high service pumps at the City s PWPF operate within the reduced range of 125 to 13 psi discharge pressure due to concerns of higher discharge pressures resulting in older portions of the system failing (primarily old cast iron pipe and/or older PVC pipes). To provide an adequate supply of potable water to outlying areas within the service area and increase system efficiency, the high service pumps should be operating up to 15 psi as originally designed. A recommended approach for this issue is to provide a balance between operating at a lower system pressure to minimize leaks while implementing an aggressive replacement program for those areas showing the most significant leaks and anticipated older distribution lines. Existing AADD Under existing AADD conditions, no junctions in the model located at elevations at or below 128 MSL experienced pressure below 4 psi. Running the existing system model under AADD conditions also did not reveal any head-loss or velocity concerns within the existing pipe network. Under existing AADD conditions, several pipes have high head-loss gradients, identifying areas of low pressure where improvements should be made. The pipes in the following table are representative of the areas where high headloss and/or headloss gradients were found. Several pipes near these also show high headloss gradients but were not listed in the table. A complete list of pipes in the model can be found in the Appendix. Table 16 - High Headloss Pipes in Existing System at Existing AADD Pipe Diameter (in.) P P Length (ft) Location 1,189 Bettis Tribble Gap Road between Sawnee Drive and Elm Street 718 Bettis Tribble Gap Road between Sawnee Drive and Elm Street Headloss (ft) Velocity (ft/s) Headloss Gradient (ft/ft) P ,572 Highway 9 South of Sawnee Drive P Highway 9 South of Sawnee Drive P ,133 Highway 9 South of Sawnee Drive

70 City of Cumming Water Master Plan 25 Section VI Water System Deficiencies and Recommended Improvements P ,58 Sawnee Drive P ,763 Sawnee Drive U-P ,433 Gravitt Road P ,312 Gravitt Road P P ,194 1,744 Oakwood Drive between Pilgrim Mill and Highway 9 Highway 9 South of Potable Water Production Facility P ,224 Highway 9 South of Mountain Road P ,858 McCoy Circle North of Spot Road U-P ,775 U-P ,148 Pilgrim Mill Road north of Patterson Street Pilgrim Mill Road north of Patterson Street P ,487 Keith Bridge Road P ,12 Highway 9 south of Matt Highway P ,5 Highway 9 south of Matt Highway P ,45 Bettis Tribble Gap Road South of Spot Road P ,41 Highway 9 North of Potable Water Production Facility Existing MDD Under existing MDD conditions, no junctions in the model located at elevations at or below 128 MSL experienced pressure below 4 psi. In addition to the pipes listed as high headloss gradient pipes in the AADD model (Table 16), the pipes in Table 17 show high head-loss gradients in the MDD model. Table 17 - High Headloss Pipes in Existing System at Existing MDD Pipe Diameter (in.) Length (ft) P ,283 Location Canton Highway north of Sawnee Drive Headloss (ft) Velocity (ft/s) Headloss Gradient (ft/ft) Existing MHD Under existing MHD conditions, no junctions in the model located at elevations at or below 128 MSL experienced pressure below 4 psi. 6

71 City of Cumming Water Master Plan 25 Section VI Water System Deficiencies and Recommended Improvements The pipes in Table 18 show high head-loss gradients in the MHD model. Table 18 - High Headloss Pipes in Existing System at Existing MHD Pipe Diameter (in.) Length (ft) P ,27 P ,283 Location John Burruss Road north of Karr Road Canton Highway north of Sawnee Drive Headloss (ft) Velocity (ft/s) Headloss Gradient (ft/ft) Fire Flow at Existing MDD Under existing MDD conditions, the following locations in the model have an available fire flow at 2 psi less than 1, gpm for residential nodes and less than 1,5 gpm for commercial and industrial nodes. The following locations are not necessarily actual fire hydrants. Fire hydrant flow tests in these locations would likely yield higher results than shown in the table below due to the conservative assumptions in the model. Node Table 19 - Low Fire Flow Junctions in Existing System at Existing MDD Available Fire Flow (gpm) Residual Pressure (psi) Location Minimum System Junction J Ashebrooke J-113 J Ashebrooke J-1131 J Ashebrooke J-1131 R Greenwood Acres R-117 M-Heardsville Road Hwy 2 at Heardsville Road J-47 R John Burruss Road at Matt Highway R-12 J Hwy 2 east of Heardsville Road J-47 J Hwy 2 at Franklin Goldmine Road R-14 J Hwy 2 at Hyde Road J-47 M-Hyde Road Hwy 2 at Hyde Road J-47 R Hwy 2 at Doc Sams Road J-47 J Hwy 2 at Tribble Road J-47 M-Post Road Hwy 2 at Post Road J-47 J Hwy 2 at Post Road J-47 J Hwy 2 east of Post Road J-47 J Hwy 2 at Lakeside Lane J-47 61

72 City of Cumming Water Master Plan 25 Section VI Water System Deficiencies and Recommended Improvements R Hwy 2 at Lakeside Lane J-47 R Hughes Drive J-1144 R John Burruss Road South of Matt Highway R-21 R John Burruss Road South of Matt Highway R-21 J Pinelake Drive in Greenwood Acres J-1145 J John Burruss Road South of Matt Highway R-21 J Kelly Mill Road at Samaritan Drive J-26 The scenario that places the most stress on the existing water system is the available fire flow analysis at MDD conditions. The fire flow scenario reveals the most deficiencies in the system while also including the deficiencies in the MDD and MHD scenarios. Although Table 19 shows 23 locations that are below or near minimum desired available fire flow, the available fire flow at those locations is limited by the residual pressure in only the following locations: 1. R-14/J-47 Highway 2 west of Tribble Road (W11) 2. R-21/R-12 John Burruss Road at Highway 369 (W15) 3. R-117/J-1144/J-1145 Greenwood Acres Drive and Pine Lake Drive (W9) 4. J-26 Bald Ridge Road at Denson Drive 5. J-113 Ashebrooke Booster Pump Station The low residual pressures from the model for the above locations include conditions of high elevations, small diameter water mains, and dead-ended water mains. The deficiencies found in the existing model are addressed with the proposed improvements to the water system. High elevation areas with low pressure/available fire flow will be improved with proposed booster pump stations in the high-pressure zones. Outside of these zones, high elevations are located close to tanks. For example, at location 5 (Bald Ridge Road at Denson Drive), the high elevation limits the available fire flow in the model. However, this location is located right near the Ridge Tanks, so the junction will have adequate water supply. The limiting factors of dead-end water mains, small diameter water mains will be addressed with proposed increase line sizes and connections throughout the water system. The following locations provide further details for addressing these deficiencies in the system. Location 1 Highway 9 and Piney Grove Road Under MDD conditions, the area around the intersection of Highway 9 and Piney Grove Road experiences pressures near 4 psi. Under MHD conditions, the area experiencing pressures below 4 psi expands to include locations along Piney Grove Road north of Highway 9. Furthermore, the available fire flow at locations on Piney Grove Road under MDD conditions is limited by the residual pressure at the intersection of Highway 9 and Piney Grove Road. 62

73 City of Cumming Water Master Plan 25 Section VI Water System Deficiencies and Recommended Improvements The existing water main along Highway 9 is an older 8-inch cast iron main. Under MDD conditions, the head-loss through the 8-inch main along Highway 9 is approximately 46 psi. Under MHD conditions, the head loss is approximately 71 psi. The proposed solution to the pressure problems near Highway 9 and Piney Grove Road is to upgrade the water main along Highway 9 south of North Old Atlanta Road to 16-inch DIP. Location 3 Highway 2 at Franklin Goldmine Road The available fire flow along Highway 2 west is limited due to the dead end line and relatively high elevations. A few segments have been upgraded to 12-inch from 8-inch along this stretch of road. Upgrading the entire line would increase the available fire flow and be a necessary part of any plan for an interconnection with Cherokee County. Location 5 Greenwood Acres Drive and Pine Lake Drive The high elevations in this area, behind the City s water tanks on Highway 2, are the primary factor for low pressures. The fact that this area is served by older 6-inch water lines also hinders the available fire flow. The 6-inch water lines will ultimately need to be replaced with 8-inch DIP. The proposed solution is to upgrade the existing water main on Chamblee Gap Road to a 12-inch main from Kelly Mill Road and ultimately extend the 12-inch main to Bethelview Road. Additionally, the water main on Bethelview Road should be replaced with 12-inch DIP from the Rivendell Subdivision north to Highway 2. Location 6 Buford Dam Road from Habersham Marina Rd to Wanda Woods Rd Portions of the water main along Buford Dam Road have been upgraded from 8-inch to 12-inch DIP. Approximately 4, LF of 8-inch pipe, from Habersham Marina Road to Wanda Woods Road, still needs to be upgraded to 12-inch DIP to complete the improvements. Location 7 Sanders Road between Highway 2 and Buford Dam Road Portions of the water main along Sanders Road have been upgraded from 8-inch to 12-inch DIP. Approximately 1,9 LF (1,25 LF near Highway 2 and 65 LF near Buford Dam Road) of 8-inch pipe still needs to be upgraded to 12-inch DIP to complete the line. Location 8 12-inch Connection between Bethelview Road and Castleberry Road Currently, the City has a 12-inch water main on Bethelview Road that continues through the Silver Leaf Subdivision. The proposed 12-inch DIP water line would run crosscountry from Silver Leaf to Castleberry Road. This line would complete the 12-inch line around the perimeter of the City s WSSA in this location. 63

74 City of Cumming Water Master Plan 25 Section VI Water System Deficiencies and Recommended Improvements Location 9 16-inch on Highway 9 between Highway 36 and Highway 369 The existing water main on Highway 9 north of Highway 36 to Highway 369 is an older 8-inch cast iron line. The proposed upgrade to a 16-inch line would provide a potential feed to supply water to Dawson County. Additionally, the existing water mains along Spot Road and Gravitt Road in this area are 6-inch lines and should be replaced with 8-inch DIP. Location 1 Highway 369 at Highway 36 The existing 12-inch water main along Highway 369 ends approximately 1,9 LF short of Highway 36 (just past Browns Bridge Church). The remaining 12-inch water main on Highway 369 has already been designed and would complete the 12-inch loop around the perimeter of the WSSA in this location. Location 12 Spot Road from Dr Bramblett Road to Bettis Tribble Gap Road The water supply from the south along Tribble Gap Road is substantial causing high pressure loss in the existing 8-inch line that runs along Spot Road west to Dr. Bramblett Road. The proposed solution is to upgrade the water line along Spot Road to 12-inch pipe from Dr. Bramblett Road to Tribble Gap Road. Location 13 Buford Dam Road from Highway 9 to Market Place Boulevard Buford Dam Road is one of only four locations where the City s distribution system crosses Georgia 4. The existing 8 carries a large amount of water to the eastern portion of the WSSA. The proposed 12 line will have lower velocities and headloss as development increases in the area. Location 15 Samples Road The existing water main on Samples Road is a combination of 8-inch and 6-inch pipe with one short segment of 12-inch DIP. The existing 6-inch pipe (approximately 9,9 LF) is PVC and should be replaced with 8-inch DIP. The proposed 8-inch line would eliminate a bottleneck in the system and improve system loops in the area. 64

75 SECTION VII FUTURE SYSTEM ANALYSIS AT FUTURE DEMANDS (25) 65

76 City of Cumming Water Master Plan 25 Section VII Future System Analysis at Future Demands (25) As a basis for the future water system, the computer model was updated with the proposed upgrades described above and updated the demands as previously described. In the future system, no junctions experience pressures below 4 psi at AADD, MDD or MHD. In the fire flow analysis, the available fire flow at 2 psi was at least 1, gpm at all residential nodes and 1,5 gpm at all commercial and industrial nodes with the exception of junction I-5. Junction I-5 is located at the extreme western edge of the WSSA on Highway 2 and the estimated available fire flow is 1,492 gpm under MDD conditions. Proposed Upgrades to meet Intermediate Demands (225) In order to prioritize the required system upgrades, the year 225 was chosen as an intermediate point. The demands in the computer model were adjusted to the values shown in the table below. Category Table 2 - Computer Model Node MDD Flows for Flow per Node 225 Flow per Node 24 Flow per Node Residential gpm gpm 1. gpm Commercial gpm gpm gpm Industrial gpm 6.4 gpm gpm Tyson 1,278 gpm 1,638 gpm 1,998 gpm The fire flow scenario was simulated for the existing system at 225 MDD conditions to identify the locations with the most inadequate available fire flows. The proposed upgrades were implemented in the model one at a time to address the most glaring system deficiencies until an acceptable level of service was reached. The proposed upgrades in order of priority are listed below. 1. Upgrade existing 8-inch water main on Highway 9 from North Old Atlanta Road to Piney Grove Road to 16-inch DIP MG elevated storage tank at North Old Atlanta Road including line upgrades and other system improvements. 3. Upgrade water main on Highway 2 to 12-inch DIP entire length to Cherokee County line. 66

77 City of Cumming Water Master Plan 25 Section VII Future System Analysis at Future Demands (25) 4. Install 12-inch DIP along Dr. Bramblett Road from Wallace Lake Circle to Karr Road. 5. Install 12-inch DIP along Highway 369 from John Burruss Road to Hendrix Road. 6. Install 12-inch along Chamblee Gap Road from Kelly Mill Road to Hickory Trail Recommended Improvements for Fire Flow Availability The City has identified several older subdivisions that do not have fire flow protection or where frequent line breaks are a problem. Many of these subdivisions have undersized PVC or asbestos-cement pipe that has become brittle with age. Upgrading the water lines to DIP and installing fire hydrants would reduce the frequency of breaks and also provide more readily available flow for fire protection. Table 21 provides a summary of each location. Table 21 - Recommended Water System Upgrades for Increased Fire Flow Availability Subdivision Approx. # of Units Existing Line Size & Material Approximate LF Approx. # FH Required Eagle Creek PVC 15, 17 Lanier Country Club Estates 15 2 & 4 PVC 8, 1 Timberland Heights & 3 PVC 8,6 9 Allendale Drive 29 2 PVC 1,3 2 Mable Lake Road 27 2 PVC 1,5 2 Old Corinth Road 2 2 PVC 1,25 2 Northdale 32 6 PVC 3,6 Bald Ridge Acres 45 2 PVC 3,2 5 Punch Hammond Road 55 2 & 3 4,7 11 Ridge Mill Acres 27 3 PVC 4,15 1 Pine Forest 42 2 & 4 2,

78 SECTION VIII CAPITAL IMPROVEMENT RECOMMENDATIONS 68

79 City of Cumming Water Master Plan 25 Section VIII Capital Improvement Recommendations The following list provides a brief description and opinion of probable cost for all capital improvements for the system. Projects are listed by the categories of Operations and Maintenance (these are projects required to maintain the city s water system and/or repair or replace an asset), Water System Deficiencies (these are projects required to improve the system before the demand on the asset causes failure or operational and maintenance issues), Water System Improvements (these are projects required to meet future demands on the system). All amounts are based on 217 dollars estimates. Existing Elevated Storage The City s water system operates at an overflow elevation of 1421 MSL and has 4.3 million gallons of elevated storage. According to Georgia EPD s Minimum Standards for Public Water Systems (May, 2), the general rule of thumb is to provide the average 24-hour demand in elevated storage. The average daily demand for 21 was approximately 16 million gallons per day, meaning that the City has an elevated storage deficiency of 11.7 million gallons. Taking into consideration the 3. million gallons of clearwell volume, the City still has a significant deficiency. Additionally, all elevated storage is located on the west side of Georgia 4 while the east and southern portions of the City s Service Area include no elevated storage. Northside Hospital Storage Tank 2 MG Hydraulic analysis has shown that one preferred location for additional elevated storage is off Old Atlanta Road, just west of Georgia 4. The tank would be located at an elevation of 127 MSL which is within recommended design height parameters. The proximity to Northside Forsyth Hospital is also an advantageous location to provide direct feed to the hospital during emergencies. Additionally, Forsyth County pumps a significant amount of water out of the City s system just east of Georgia 4 on Old Atlanta Road. A storage tank in this area would provide an ample supply of water and alleviate the pressure reduction problems created by the County s high pumping rate. Two parcels have been identified as possible sites with a general location. The related upgrades to the distribution system to accommodate the new 2 MG tank would include a new 24-inch water main along Veterans Memorial Boulevard extending south approximately 1,25 feet from Maple Street. The new 24-inch main would convey water from the City s high service pumps north of town to the proposed tank. To provide system reliability, a separate 18-inch line from Highway 2 to the new tank would be required. In order to divert water further toward the proposed North Old Atlanta Road 2 MG tank and beyond the two Ridge Road tanks, valves on these two tank feed lines will have to be throttled to restrict the flow. There will be periods when these two tanks remain full as the higher Hydraulic Grade Line (HGL) rises above elevation 1421 MSL to allow water to fill a tank on Old Atlanta Road. Additionally, a throttling valve with SCADA controls should be installed on the 16-inch line on Highway 9 near the Water Distribution Building. The valve should be operated based on tank levels with secondary controls for 69

80 City of Cumming Water Master Plan 25 Section VIII Capital Improvement Recommendations low system pressures. In addition to benefitting the southern portion of the City s service area, throttling a valve will also allow improved cycling rates for stored water in the State Barn tank. Existing Clearwell Storage Two clearwells and an older tank located at the PWPF are part of the City s 24-hour demand storage for the water system. These clearwells provide 1. MG and a 2. MG of storage, and a smaller 42,-gallon tank. The clearwells were built in 212. As previously described, the City has a significant deficiency in finished water storage capacity. The state standard is that clearwell volume be designed and sized to relieve fluctuations in water flow to the filters at the production facility, particularly during peak domestic demands. Standard industry guidelines recommend a clearwell volume of 25% of the daily maximum filter capacity of the plant. According to this recommendation, the City needs a total of at least 6 MG of clearwell volume. 6 MG Prestressed Concrete Clearwell Construction plans have been developed for a 4. MG underground cast-in-place clearwell on site at the existing water plant. The proposed 4. MG clearwell would address deficiencies in the finished water storage as it relates to average daily demand as well as clearwell storage deficiencies based on minimum state standards for water treatment plants. High Pressure Zones Analysis The City requires that all development located above elevation 128 MSL include a booster pumping station to provide adequate system pressure to the development. The majority of the locations at high elevations are in the area around Sawnee Mountain. The existing developments consist primarily of dead end roads extending from major roads up to high elevations. Therefore, this Report recommends that each proposed booster station be evaluated on a case by case basis rather than attempting to provide a single high pressure zone. The following list contains existing locations that will require a booster pumping station to address pressure problems: - Smithdale Heights - Hughes Drive Additionally, the following existing booster pump stations are outdated and will require upgrades: - Mountain Road - Mountainside - Nuckolls Road 7

81 City of Cumming Water Master Plan 25 Section VIII Capital Improvement Recommendations Each of the proposed new and upgraded booster pump station will also require upgrades to the existing water lines with the subdivisions. The line sizes will vary depending on the number of connections, desired fire flow and other factors. The following booster pumping station is in need of improvements: - Ashebrooke VFD, storage tanks, etc. PWPF Deficiencies In the fall of 29, The City of Cumming and much of north Georgia experienced extremely high rainfall amounts which resulted in widespread flooding. Water levels in Sawnee Creek on the south side of the clearwells rose to elevations reaching very near the clearwell vents. If creek water entered these vents, the City s drinking water would have been contaminated. Currently, the access road to the PWPF crosses Sawnee Creek, and the creek is conveyed under this crossing by a 6 CMP. Because the flood waters exceeded this pipe s capacity it caused flooding in the area of the clearwells. To ensure safe water and system reliability, the 6 CMP should be removed and replaced with a larger box culvert sized to carry Sawnee Creek flows under flood conditions. 6. MGD Booster Pump In June of 211, the City investigated the cause for the overflowing of the post flash mixer at the City s 1995 water plant. During the test there were hydraulic problems with the booster pumps making a loud noise followed by a pump shutdown. The suspected cause of the problem was air or possible low suction pressure. In a letter dated June 13, 211, a list of operational recommendations was developed for the booster pump station. If in the event a reasonably stable suction pressure for the booster pumps cannot be maintained, this Report recommends construction of a surge tank connecting to the booster pump suction line. This tank would provide a steady, slowly fluctuating supply of water plus be a more effective air release. This Report recommends that the proposed surge tank be 15-feet square and approximately 23-feet high. The top would be 1-feet above the 1995 pre-flash parshall structure. RWIF Upgrades Pump Addition The City s RWIF was designed with dedicated space to accommodate additional pumps. The RWIF has space for eight total pumps. Currently, two spaces are occupied by the County s pumps (#1-45 HP, #6-9 HP), two spaces are occupied by the City s pumps (#2-4 HP, #5-9 HP) with installation of a 9-HP in 217 and three spaces remain unoccupied. 71

82 City of Cumming Water Master Plan 25 Section VIII Capital Improvement Recommendations The planned 235 peak day raw water withdrawal for the City and County is a combined 15 MGD based on the MNGWPD Water Supply and Water Conservation Management Plan (7 MGD to the County and 35 MGD to the City). The capacity of the RWIF can be increased by adding pumps and minimal discharge piping. The table below outlines the pump additions for both the City and County and the corresponding RWIF capacity. Pumps #1, #2, #5 and #6 are existing pumps. The pump capacities assume that the City will utilize the existing 3-inch and two 16-inch raw water force mains. City Pumps Used Total City Pumping Capacity (MGD) Table 22 - Future RWIF Pump Upgrades and Capacities County Pumps Used Total County Pumping Capacity (MGD) Total RWIF Pumping Capacity (MGD) #2 and #5 26 #1 and # #5 and #7 33 #1, #6 and # #2, #5 and #7 (#9 spare) 37 #1, #6, #8 and # #1*, #6, #8 and # Pump #2 Ex. 4 HP, Future 9 HP Pump #5 9 HP Pump #7 9 HP Pump #9 9 HP Pump #1 Existing 4 HP, *Future 9 HP Pump #6 9 HP Pump #8 9 HP Pump #1 9 HP Figure 13 shows the future pump layout and required piping. 72

83 City of Cumming Water Master Plan 25 Section VIII Capital Improvement Recommendations Figure 12 - Future RWIF Pump Configuration and Piping 73

84 APPENDIX A CAPITAL IMPROVEMENT PLAN PROJECTS I

85 CAPITAL IMPROVEMENT PLAN W1-2. MG NORTHSIDE ELEVATED WATER STORAGE TANK W1-2. MG Northside Hospital Elevated Water Storage Tank ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 2. MG Elevated Storage Tank LS 1 $ 3,7,. $ 3,7,. 2 Yard Piping and Valves LS 1 $ 35,. $ 35,. 3 Site Grading LS 1 $ 2,. $ 2,. 4 Underground Dentention (to replace existing) LS 1 $ 3,. $ 3,. 5 Engineering, Inspection & Survey (@12%) LS 1 $ 546,. $ 546,. TOTAL CONSTRUCTION COST $ 5,96,. Estimate 3/12/217 by Civil Engineering Consultants, Inc.

86 RD RD LARRY MULKEY MEMORIAL RD VILLAGES AT CASTLEBERRY GATES AT CASTLEBERRY X VETERANS MEMORIAL BLVD X ROLLINS RD INDUSTRIAL PARK OLD DR CASTLEBERRY MARY ALICE PARK RD BUFORD WHITLOW ELEMENTARY SCHOOL INDUSTRIAL Trailer Park MANCHESTER COURT MANCHESTER PARK ROAD HUTCHINSON POINTE HEARTHSTONE WYNGATE LIBERTY NORTHSIDE FORSYTH HOSPITAL LAKELAND PLAZA HUTCHINSON TRACE PLAZA WESTLAKE PLAZA TRI COUNTY PLAZA LANIER BM 1264 BM 1293 WESTLAKE CENTER BM X 1215 Radio Towers (WSNE) 9 2 Abundant Life Assembly Ch Cem 122 Haw Creek Ch COUNTY Trailer WATER TANK Park Quarry ROAD 1274 Daves OLD ROAD ATLANTA HWY CREEK ROAD CREEK HAW HAW VALLEY VALLEY CIRCLE CIRCLE RD RD 2 HUTCHINSON Lake Alice 9 GA 4 FLEA MARKET RONALD REAGAN PARKWAY SANDERS RD OLD ATLANTA OLD ATLANTA CLAREDUN COURT P-T6 RIDGEFAIR DRIVE DRIVE RIDGEFAIR WEHAM COURT WHITFAIRE CT COURT MARKET PLACE DR SHILLHAM RIDGEFAIR DRIVE DRIVE RIDGEFAIR DR HOLLINGTON DELFAIRE TRACE SOMERSAL DEERBORNE TATTENHALL DRIVE COURT DELFAIRE TRACE E5 E6 GREYSTONE SUMMIT PROJECT EXTENTS PROJECT W1 2. MG NORTHSIDE HOSPITAL ELEVATED STORAGE TANK CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 RONALD REAGAN PARKWAY ATLANTA HWY MARKET PLACE DR WERRINGTON DRIVE PROPOSED PARKWAY ATLANTA RD BUFORD DAM ROAD BUFORD DAM ROAD NORTH PARKWAY GROVE PARK 1223

87 CAPITAL IMPROVEMENT PLAN W2-36-INCH WESTSIDE TRANSMISSION MAIN - PHASE 1 - WEBB DRIVE W2-36-Inch Westside Transmission Main-Phase 1 Webb Dr. ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 36-Inch Water Main DIP Pressure Class 35, Type 3 Laying LF 859 $ 25. $ 214, Inch Water Main DIP Pressure Class 35, Type 3 Laying LF 312 $ 7. $ 21, " O.D.,.625" Wall Thickness Steel Casing, Jack & Bore LF 15 $ 8. $ 84,. 4 Type ''A'' Pavement Reqair LF 4 $ 15. $ 6, Inch Butterfly Valve (includes Megalugs) EA 2 $ 35,. $ 7, Inch Butterfly Valve (includes Megalugs) EA 2 $ 1,. $ 2,. 7 Fire Hydrant Assembly (includes FH Valve) EA 6 $ 3,5. $ 21,. 8 AWWA C153, Class 35 DIP Fittings (includes Megalugs) TON 3 $ 8,. $ 24,. 9 Concrete Blocking CY 3 $ 3. $ 9,. 1 Silt Fence Type "C" LF 2, $ 4. $ 8,. 11 Permanent Grassing LF 2, $ 1.5 $ 3,. 12 Marker Balls EA 2 $ 15. $ 3,. 13 Contigency LS 1 $ 5,. $ 5,. 14 Engineering, Inspection & Survey (@12%) LS 1 $ 15,19.8 $ 15,19.8 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 981,78.8

88 Sch CANTON HWY (S.R.2) MOUNT A I N V I EW DR. PROJECT EXTENTS Cumming County Hospital TRIBBLE GAP RD. PO City Hall s TOLBERT ST. Cem Congregational Holiness Ch PROJECT W2 36-INCH WESTSIDE TRANSMISSION MAIN - PHASE 1 - WEBB DR. CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217

89 CAPITAL IMPROVEMENT PLAN W3-6. MG CLEARWELL AND PWPF IMPROVEMENTS W3-6. MG Clearwell and PWPF Improvements ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 6. MG Clearwell LS 1 $ 2,398, $ 2,398, 2 Site Grading LS 1 $ 5, $ 5, 3 Transfer Pump Station LS 1 $ 8, $ 8, 4 Yard Piping LS 1 $ 5, $ 5, 5 Chemical Storage Tank Concrete Pad LS 1 $ 35, $ 35, 6 Filter Replacement LS 1 $ 6, $ 6, 7 Settled Solids Improvements - Motorized Louver LS 1 $ 1, $ 1, 8 Add High Service Pump #8 with VFD LS 1 $ 25, $ 25, 9 Add Raw Water Pump #7 with VFD LS 1 $ 25, $ 25, 1 Add Redundant Backwash Pump LS 1 $ 5, $ 5, 11 Replace Filter Pumps LS 1 $ 15, $ 15, 12 Update SCADA System LS 1 $ 5, $ 5, 13 Replace Metal Roofing, Painting Gallery Walls LS 1 $ 1, $ 1, 14 Contingency LS 1 $ 2, $ 2, 15 Engineering, Inspection & Survey (@12%) LS 1 $ 744,96 $ 744,96 TOTAL CONSTRUCTION COST $ 3,254,96. Estimate 3/12/217 by Civil Engineering Consultants, Inc.

90 DUNNRD DUNN RD 1234 DAHLONEGA ST DAH e MBERLAND HEIGHTS WNEE ADOWS TRIBBLE TRIBBLE GAP RD GAP RD SAWNEE CREEK First Christian Ch GOLDEN RIDGE STONEHAVEN MOUNTAIN BROOK 36 9 DOBB'S CREEK PIRKLE WOOD BROOKFIELD OAKWOOD Otwell Middle School 9 DAHLONEGA ST Cumming Elem School NORTH DALE 9 PL CHARLES OAKWOOD DR PARKS AT PILG BETTIS TRIBBLE GAP RD P-C5 POTABLE WATER PRODUCTION C1 FACILITY DAHLONEGA ST WHISPERING PINES Creek STONEHAVEN DR C4C3 C2 TRIBBLE GAP RD CITY LIMITS PROJECT EXTENTS PROJECT W3 6. MG CLEARWELL AND PWPF IMPROVEMENTS CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217

91 CAPITAL IMPROVEMENT PLAN W4-36-INCH WESTSIDE MAIN - PH 2 W4-36" Westside Main-PH 2 Sawnee Dr & Tribble Gap to Northside Water Tank ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 36-Inch Water Main DIP Pressure Class 35, Type 3 Laying LF 18,3 $ 22. 4,26, 2 36-Inch Water Main DIP Pressure Class 35, Restrained Joint LF 1,5 $ 3. 45, 3 12-Inch Water Main DIP Pressure Class 35 LF 5 $ 7. 35, 4 2" O.D.,.281" Wall Thickness Steel Casing, Jack & Bore LF 1 $ , 5 48" O.D.,.625" Wall Thickness Steel Casing, Jack & Bore LF 5 $ 8. 4, 6 Pavement Replacement SY 2, $ 25. 5, 7 36-Inch Gate Valve (includes Megalugs) EA 8 $ 5,. 4, 8 12-Inch Butterfly Valve (includes Megalugs) EA 8 $ 1,. 8, 9 DIP Fittings (includes Megalugs) TON 3 $ 8,. 24, 1 Silt Fence Type "C" LF 2, $ 4. 8, 11 Permanent Grassing LF 2, $ 1.5 3, 12 Marker Balls EA 2 $ 15. 3, 13 Landscape Restoration LS 1 $ 1,. 1, 14 Contigency LS 1 $ 1,. 1, 15 Engineering, Inspection & Survey (@12%) LS 1 $ 779,52 779,52 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 7,275,52.

92 RD RD LARRY MULKEY MEMORIAL RD DELFAIRE TRACE NWOOD ACRES COUNTRY PLACE NEWBURY ADAIR PARK X VETERANS MEMORIAL BLVD Otwell Middle School 9 X LN MEADOW DR. ELM ST. ELM ST. DRIVE PINECREST DRIVE PINE LAKE CANTON ROAD CITY LIMITS GAP RD GAP RD DAHLONEGA ST Cumming Elem School MOUNTAIN BROOK NORTH DALE PL RD Branch CHARLES GREENWOOD ACRES DR 1244 OAKWOOD DR DOBB'S CREEK PIRKLE WOOD OAKWOOD Ch PARKSIDE AT PILGRIM CANTON HWY SAWNEE DR ADAIR BLVD CANTON ROAD SAWNEE DR MOU P-B1 BETTIS TRIBBLE FACILITY D ROAD NORTH CORNER HICKORY RIDGE HICKORY RIDGE PROJECT SIENNA EXTENTS Forsyth Central High Sch Hill Sch Cumming Sch RIDGECREST RIDGE MILL ACRES HUTCHINSON POINTE MANCHESTER COURT MANCHESTER PARK HEARTHSTONE WYNGATE LANIER COUNTRY CLUB ESTATES EASTSIDE GROVE PARK LIBERTY LAKELAND PLAZA PLAZA WESTLAKE TRI COUNTY PLAZA PLAZA LANIER Kelly Mill Commons Cem VILLAGES AT CASTLEBERRY GATES AT CASTLEBERRY WHEELERS WHITLOW ELEMENTARY SCHOOL HUTCHINSON TRACE BM 1264 BM 1293 WESTLAKE CENTER 9 SANDERS RD HUTCHINSON Pine Lake Church of God County Hospital Otwell Sch PO City Hall Park Holiness Ch Congregational 19 Sew Disp Ponds 4 4 Lake Alice OLD CASTLEBERRY ROAD CASTLEBERRY ROAD BUFORD RD. Kelly Mill Cumming 2 2 PARK RD. MARY ALICE MEADOW DR. PILGRIM MILL ROAD 2 CANTON ROAD BETTIS TRIBBLE TRIBBLE 9 2 OLD ATLANTA OLD ATLANTA MARKET PLACE DR CLAREDUN COURT P-T6 GROVE LA PARK RIDGEFAIR DRIVE RIDGEFAIR DRIVE WEHAM COURT WHITFAIRE CT COURT MARKET PLACE DR SHILLHAM RIDGEFAIR DRIVE DRIVE RIDGEFAIR DR HOLLINGTON DELFAIRE TRACE SOMERSAL DEERBORNE TATTENHALL DRIVE COURT RRY ROAD WERRINGTON DRIVE PROPOSED PARKWAY BUFORD BUFORD DAM DAM ROAD ROAD NORTH PARKWAY ROLLINS RD INDUSTRIAL PARK DR PARK SHORE DR SIENNA WILDMEADOW GLENN PINE FOREST T1 T2 WHITLOW MANOR E5 E6 AWRF AD E29 MARY ALICE PARK RD CITY LIMITS DRIVE HICKORY KNOLL RD PINE LAKE DRIVE PROJECT W4 36-INCH WESTSIDE TRANSMISSION MAIN - PHASE 2 SAWNEE DR & TRIBBLE GAP TO NORTHSIDE WATER TANK CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 ATLANTA RD KELLY MILL ROAD TOLBERT ST. 4 NB OFF RAMP BALD RIDGE CANTON HWY (S.R.2) TRIBBLE GAP RD. MARINA RD MOUNT A I N V I EW DR. PINE LAKE DRIVE NORTH CORNER S

93 CAPITAL IMPROVEMENT PLAN W5 - PILGRIM MILL 42-INCH RAW WATER MAIN W5 - Pilgrim Mill 42-inch Raw Water Main & 12-inch Potable Line Relocation ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 42" DIP Pressure Class 15, Type 4 Laying LF 7,5 $ 275 $ 2,62,5 2 42" DIP Pressure Class 15, Restrained Joint LF 1, $ 35 $ 35, 3 3" DIP Pressure Class 15, Type 3 Laying LF 17 $ 225 $ 38, " DIP Pressure Class 25 LF 315 $ 1 $ 31,5 5 54" O.D. Wall Thickness Steel Casing, Jack & Bore LF 425 $ 8 $ 34, 6 26" O.D. Wall Thickness Steel Casing, Jack & Bore LF 6 $ 25 $ 15, 7 42-Inch Gate Valve, Restrained Joint EA 6 $ 8, $ 48, 8 16" Class 15B Butterfly Valve (Includes Megalugs) EA 5 $ 3, $ 15, 9 AWWA Class 35 DIP Fittings (Includes Megalugs) TON 35 $ 7,5 $ 263,715 1 Air/vacuum valve w/ MH EA 4 $ 3,5 $ 14, 11 Pavement Repair LF 324 $ 3 $ 9,72 12 Stone Stabilization TON 3 $ 4 $ 12, 13 Silt Fence Type "C" LF 8,6 $ 2 $ 17,2 14 Construction Exit EA 9 $ 6 $ 5,4 15 Check Dam EA 14 $ 15 $ 2,1 16 Permanent Grassing LF 8, $ 2 $ 16, 17 Temporary Grassing LF 8, $ 1 $ 8, 18 Erosion Control LS 1 $ 1, $ 1, 19 Marker Balls EA 12 $ 1 $ 12, 2 12" DIP Pressure Class 35, Type 3 Laying LF 7,478 $ 6 $ 448, " DIP Pressure Class 35, Type 3 Laying LF 755 $ 45 $ 33, " DIP Pressure Class 35, Type 3 Laying LF 38 $ 4 $ 15,2 23 2" O.D..25" Wall Thickness Steel Casing, Jack & Bore LF 625 $ 15 $ 93, " O.D..188" Wall Thickness Steel Casing, Jack & Bore LF 23 $ 1 $ 23, 25 12" Class 15B Butterfly Valve (Includes Megalugs) EA 12 $ 2, $ 24, 26 8" Gate Valve (Includes Megalugs) EA 4 $ 1,9 $ 7,6 27 6" Gate Valve (Includes Megalugs) EA 4 $ 1,2 $ 4,8 28 Fire Hydrant Assembly (Includes FH Valve) EA 21 $ 2, $ 42, 29 2" Combination Air Vacuum Valve ( A/V) (Includes MH) EA 4 $ 3,5 $ 14, 3 AWWA C153 Class 35 DIP Fittings (Includes Megalugs) Ton 5 $ 7,5 $ 37,5 31 Concrete Blocking TON 4 $ 2 $ Service Transferring & Relocating EA 3 $ 8 $ 2,4 33 Long Side Service Transferring & Relocating EA 1 $ 1, $ 1, 34 Pavement Repair LF 285 $ 3 $ 8,55 35 Permanent Grassing LF 6 $ 15 $ 9 36 Temporary Grassing LF 6, $ 2 $ 12, 37 Marker Balls EA 12 $ 1 $ 12, 38 6" Reversed Meter at Pilgrim Mill EA 1 $ 3, $ 3, 39 8" Reversed Meter at Hammonds Crossing EA 1 $ 5, $ 5, 4 8" Reversed Meter at Castleberry Rd ( Meter only) EA 1 $ 15, $ 15, 41 Contingencies LS 1 $ 1, $ 1, 15 Engineering, Inspection & Survey (@12%) LS 1 $ 562,627 $ 562,627 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 5,251,183.49

94 B7 MORGAN SPRINGS SUBDIVISION FREEDOM TABERNACLE CHURCH FREEDOM PARKWAY B3 9 SOURCE PROTECTION WATER AREA FREEDOM PARKWAY KEITH BRIDGE RD DAHLONEGA HWY KEITH BRIDGE RD 36 STATE BARN KE T S DAHLONEGA HWY EAGLE CREEK TRL BALDRIGE ACRES DR WATRECREST BROOKSTONE PARKSIDE AT PILGRIM MILL CANNON PLACE WHISPERING PINES PILGRIM RD MERRITT'S FARM EMERALD SPRINGS HOLLY BRANCH EDGEWATER EAGLE CREEK DR WILLIAMS CIR DOGWOODCIR VENTURA DR VENTURA DR ANTIOCH RD ANTIOCH RD PEACHTREE RD ANSLEY AT PILGRIM MILL IVY BLUFF DOBBS CREEK LANIER HEIGHTS BALD RIDGE ACRES WAY PILGRIM MILL IVY LN PILGRIM MILL WAY PILGRIM MILL CIR DAVIS DR DAVIS DR FREEDOM PARKWAY 4 4 SOURCE WATER PROTECTION ARE RAW WATER INTAKE FREEDOM PARKWAY PROJECT EXTENTS PROJECT W5 PILGRIM MILL 42-INCH RAW WATER MAIN & 12-INCH POTABLE MAIN RELOCATION CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217

95 CAPITAL IMPROVEMENT PLAN W6-36. MGD PWPF EXPANSION W6-36. MGD PWPF Expansion ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 Demolition LS 1 $ 1,2, $ 1,2, 2 Concrete Tanks LS 1 $ 8,, $ 8,, 3 Sedimentation Equipment LS 1 $ 5,, $ 5,, 4 Filtration Equipment LS 1 $ 4,, $ 4,, 5 SCADA LS 1 $ 5, $ 5, 6 Electrical LS 1 $ 65, $ 65, 7 Miscellaneous Metals LS 1 $ 4, $ 4, 8 Chemical Feed Systems LS 1 $ 8, $ 8, 9 Site Work LS 1 $ 1,, $ 1,, 1 Yard Piping and Valves LS 1 $ 2,, $ 2,, 11 Buildings LS 1 $ 4,, $ 4,, 12 Erosion Control LS 1 $ 2, $ 2, 13 Pumping Equipment LS 1 $ 2,5, $ 2,5, 14 Contingency LS 1 $ 1,, $ 1,, 15 Engineering, Inspection & Survey (@12%) LS 1 $ 3,75, $ 3,75, TOTAL CONSTRUCTION COST $ 35,,. Estimate 3/12/217 by Civil Engineering Consultants, Inc.

96 DUNNRD DUNN RD 1234 DAHLONEGA ST DAHLON MBERLAND HEIGHTS WNEE DOWS IBBLE BBLE GAP RD GAP RD SAWNEE CREEK First Christian Ch GOLDEN RIDGE STONEHAVEN MOUNTAIN BROOK 36 9 DOBB'S CREEK PIRKLE WOOD BROOKFIELD OAKWOOD Otwell Middle School 9 DAHLONEGA ST Cumming Elem School NORTH DALE PL CHARLES OAKWOOD DR PARKSI AT PILG BETTIS TRIBBLE GAP RD P-C5 POTABLE WATER PRODUCTION C1 FACILITY DAHLONEGA ST WHISPERING PINES Creek STONEHAVEN DR C4C3 C2 PROJECT W6 36 MGD POTABLE WATER PRODUCTION FACILITY EXPANSION CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 TRIBBLE GAP RD CITY LIMITS PROJECT EXTENTS

97 CAPITAL IMPROVEMENT PLAN W7 - SR 9 16-INCH WATER MAIN - HIGHWAY 2O TO BETHELVIEW RD W7 - SR 9 16-Inch Water Main - Highway 2 to Bethelview Road ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 16-Inch DIP Pressure Class 35, Type 3 Laying LF 9,5 $ 8. $ 76, 2 24" O.D.,.25" Wall Thickness Steel Casing, Jack & Bore LF 5 $ 35. $ 175, 3 16-Inch Class 15B Butterfly Valve (includes Megalugs) EA 1 $ 4,5. $ 45, 4 8-Inch Gate Valve (includes Megalugs) EA 5 $ 2,5. $ 12,5 5 6-Inch Gate Valve (includes Megalugs) EA 5 $ 1,5. $ 7,5 6 Fire Hydrant Assembly (includes FH Valve) EA 1 $ 3,. $ 3, 7 AWWA C153, Class 35 DIP Fittings (includes Megalugs) TON 2. $ 8,. $ 16, 8 Concrete Blocking CY 15. $ 2. $ 3, 9 Water Service Transfer EA 2 $ 7. $ 14, 1 Water Service EA 2 $ 7. $ 14, 11 Stone Stabilization TON 1 $ 25. $ 2,5 12 Silt Fence Type "C" LF 1,5 $ 2.5 $ 26,25 13 Check Dam EA 2 $ 15. $ 3 14 Type 3 Rip-Rap SY 1 $ 4. $ 4, 15 Sodding LF 5 $ 12. $ 6, 16 Permanent Grassing LF 9, $ 2. $ 18, 17 Erosion Control Monitoring LS 1 $ 5,. $ 5, 18 Marker Balls EA 1 $ 1. $ 1, 19 Contingencies LS 1 $ 1,. $ 1, 2 Engineering, Inspection & Survey (@12%) LS 1 $ 149,886. $ 149,886 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 1,398,936.

98 ROAD TONEHAVEN WHITLOW MANOR CLAREDUN COURT RIDGEFAIR DRIVE RIDGEFAIR DRIVE WHITFAIRE CT DRIVE RIDGEFAIR DR HOLLINGTON PLA L RD DELFAIRE TRACE DE TA DR HUTCHINSON TRACE WEST ROAD WHITLOW ELEMENTARY SCHOOL MANCHESTER PARK EN POINT STONEHAVEN TERRACE BM 1261 REDI ROAD INDUSTRIAL PARK X Abundant Life Assembly Ch LIBERTY BM X 1215 Radio Towers (WSNE) HEARTHSTONE 9 PARKER INDUSTRIAL PARK Trailer Park TONE BROOKE COMMONS COUNTY WATER TANK Quarry ON VILLAGE PENDLEY ROAD OLD STERLING CT ATLANTA HWY VALLEY VALLEY CIRCLE CIRCLE RD RD 9 GA 4 FLEA MARKET VIEW GREYFIELD ROAD B LN ROAD A VEN VIEW E22 GREYSTONE SUMMIT PROJECT EXTENTS PROJECT W7 SR 9 16-INCH WATER MAIN - HIGHWAY 2 TO BETHELVIEW ROAD CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 GROVE ATLANTA HWY PINEY GROVE RD PINEY WEHAM COURT COURT SHILLHAM RIDGEFAIR DRIVE

99 CAPITAL IMPROVEMENT PLAN W8 - SAWNEE DRIVE HIGH PRESSURE ZONE W8 - Sawnee Drive High Pressure Zone ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 Water Booster Pump Station LS 1 $ 3,. $ 3, 2 25, Gallon Water Storage Tank LS 1 $ 4,. $ 4, 3 8 DIP Pressure Class 35 Type 3 Laying LF 4, $ 7. $ 28, 4 8 DIP Pressure Class 35 Freebore LF 2 $ 8. $ 16, 5 16 O.D..219 Wall Thickness Steel Casing Jack & Bore LF 2 $ 25. $ 5, 6 2 HDPE DR 11 Pressure Class 2 LF 45 $ 21. $ 9,45 7 AWWA C153 Class 35 DIP Fittings (includes Megalugs) TON 2 $ 8,. $ 16, 8 8 Gate Valve EA 15 $ 1,5. $ 22,5 9 Concrete Blocking CY 5 $ 35. $ 1,75 1 Water Services EA 25 $ 1,5. $ 37,5 11 Fire Hydrant Assembly EA 6 $ 4,. $ 24, 12 Silt Fence Type C LF 2, $ 2.5 $ 5, 13 Grassing LF 1, $ 2.5 $ 2,5 14 Sodding LF 3, $ 12. $ 36, 15 Surveying & Staking LS 1 $ 4,5. $ 4,5 16 Marker Balls EA 5 $ 2. $ 1, 17 Contingency LS 1 $ 5,. $ 5, 18 Engineering, Inspection & Survey (@12%) LS 1 $ 151,824. $ 151,824 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 1,417,24.

100 36 Lookout Radio Facilities PROJECT EXTENTS IVE PINECREST DRIVE CRES GREENWOOD ACRES DR RD CANTON HWY CANTON ROAD B4 Sawnee Mountain TOWER RD CANTON ROAD CITY LIMITS Branch TIMBERLAND HE SAWNEE MEADOWS MOUNTAINSIDE COUNTRY PLACE NEWBURY 1251 ADAIR PARK SAW CRE First Christian Ch 1244 SAWNEE DR ADAIR BLVD SAWNEE DR MOUNTAINSIDE DR DR JACKSON Sawnee P-G4 B1 P-B1 PROJECT W8 SAWNEE DRIVE HIGH PRESSURE ZONE CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217

101 CAPITAL IMPROVEMENT PLAN W9 - GREENWOOD ACRES HIGH PRESSURE ZONE W9 - Greenwood Acres High Pressure Zone ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 Water Booster Pump Station LS 1 $ 3,. $ 3, 2 25, Gallon Water Storage Tank LS 1 $ 4,. $ 4, 3 8 DIP Pressure Class 35 Type 3 Laying LF 4, $ 7. $ 28, 4 8 DIP Pressure Class 35 Freebore LF 2 $ 8. $ 16, 5 16 O.D..219 Wall Thickness Steel Casing Jack & Bore LF 2 $ 25. $ 5, 6 2 HDPE DR 11 Pressure Class 2 LF 45 $ 21. $ 9,45 7 AWWA C153 Class 35 DIP Fittings (includes Megalugs) TON 2 $ 8,. $ 16, 8 8 Gate Valve EA 15 $ 1,5. $ 22,5 9 Concrete Blocking CY 5 $ 35. $ 1,75 1 Water Services EA 25 $ 1,5. $ 37,5 11 Fire Hydrant Assembly EA 6 $ 4,. $ 24, 12 Silt Fence Type C LF 2, $ 2.5 $ 5, 13 Grassing LF 1, $ 2.5 $ 2,5 14 Sodding LF 3, $ 12. $ 36, 15 Surveying & Staking LS 1 $ 4,5. $ 4,5 16 Marker Balls EA 5 $ 2. $ 1, 17 Contingency LS 1 $ 5,. $ 5, 18 Engineering, Inspection & Survey (@12%) LS 1 $ 151,824. $ 151,824 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 1,417,24.

102 JOHNSON DR CANTON ROA POPLAR RIDGE WAY ARBOR RIDGE LANE G1 Sawnee Gap G2 BM 1326 PROJECT EXTENTS C X BEECH SPRINGS CT OVERLOOK RUN WAY B4 BLOSSOM CREEK DRIVE OVERLOOK SPRINGS ROAD Chamblee Gap GREENWOOD ACRES GREENWOOD ACRES GREYSTONE ESTATES BARRETT DOWNS Ke KELLY MILL ROAD KELLY MILL ROAD JOHNSON RD THE LANDING AT KELLY MILL PINECREST AD GREENWOOD DRIVE PINE LAKE OUNTAIN CREST REST KELLY MILL MEADOWS ACRES P-G5 P-B9 TT NG PROJECT W9 GREENWOOD ACRES HIGH PRESSURE ZONE CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 CHAMBLEE GAP ROAD GREENWOOD ACRES DR DRIVE PINE LAKE GREENWOOD A

103 CAPITAL IMPROVEMENT PLAN W1 - ASHEBROOKE HIGH PRESSURE ZONE UPGRADES W1 - Ashebrooke High Pressure Zone - Upgrades ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 2 25, Gallon Water Storage Tank LS 1 $ 4,. $ 4, 3 8 DIP Pressure Class 35 Type 3 Laying LF 1, $ 7. $ 7, 4 8 DIP Pressure Class 35 Freebore LF 1 $ 8. $ 8, 5 16 O.D..219 Wall Thickness Steel Casing Jack & Bore LF 1 $ 25. $ 25, 7 AWWA C153 Class 35 DIP Fittings (includes Megalugs) TON 1 $ 8,. $ 8, 8 8 Gate Valve EA 3 $ 1,5. $ 4,5 9 Concrete Blocking CY 2 $ 35. $ 7 11 Fire Hydrant Assembly EA 1 $ 4,. $ 4, 12 Silt Fence Type C LF 1, $ 2.5 $ 2,5 13 Grassing LF 1, $ 2.5 $ 2,5 14 Sodding LF 2 $ 12. $ 2,4 15 Surveying & Staking LS 1 $ 4,5. $ 4,5 16 Marker Balls EA 1 $ 2. $ 2, 17 Contingency LS 1 $ 25,. $ 25, 18 Engineering, Inspection & Survey (@12%) LS 1 $ 67,92. $ 67,92 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 626,192.

104 B AMBLEE GAP ROAD ROAD 1136 OLD TOWN BETHELVIEW MOUNTAIN CREST PROJECT EXTENTS X BM 116 RIVENDELL SUBDIVISION ASHEBROOKE ROAD BARRETT LANDING ASHEBROOKE ASHEBROOKE B2 KELLY MILL ROAD BETHELVIEW RD HOLBROOK MANOR OLD FIELD CHASE BARRETT DOWNS DR CRO 1129 KELLY MILL ROAD UNION STREET PITMAN RD PITMAN RD KELLYS WALK CREOLE CIRCLE UNION STATION PROJECT W1 ASHEBROOKE HIGH PRESSURE ZONE - UPGRADES CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217

105 CAPITAL IMPROVEMENT PLAN W11 - HIGHWAY 2 WEST WATER MAIN UPGRADE W11 - Highway 2 West Water Main Upgrade ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 12-Inch DIP Pressure Class 35, Type 3 Laying LF 18, $ 75. $ 1,35, 2 2" O.D.,.25" Wall Thickness Steel Casing, Jack & Bore LF 8 $ 35. $ 28, 3 12-Inch Class 25B Butterfly Valve (includes Megalugs) EA 25 $ 4,5. $ 112,5 4 8-Inch Gate Valve (includes Megalugs) EA 15 $ 2,5. $ 37,5 5 6-Inch Gate Valve (includes Megalugs) EA 15 $ 1,5. $ 22,5 6 Fire Hydrant Assembly (includes FH Valve) EA 6 $ 3,. $ 18, 7 AWWA C153, Class 35 DIP Fittings (includes Megalugs) TON 1. $ 8,. $ 8, 8 Concrete Blocking CY 3. $ 2. $ 6, 9 Water Service Transfer EA 5 $ 7. $ 35, 1 Water Service EA 5 $ 7. $ 35, 11 Stone Stabilization TON 1 $ 25. $ 2,5 12 Silt Fence Type "C" LF 18, $ 2.5 $ 45, 13 Check Dam EA 5 $ 15. $ Type 3 Rip-Rap SY 1 $ 4. $ 4, 15 Sodding LF 1, $ 12. $ 12, 16 Permanent Grassing LF 17, $ 2. $ 34, 17 Marker Balls EA 15 $ 1. $ 15, 18 Contingencies LS 1 $ 1,. $ 1, 19 Engineering, Inspection & Survey (@12%) LS 1 $ 282,21. $ 282,21 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 2,633,96.

106 ROAD CREOLE CIRCLE BM X 1176 X 1129 BETHELVIEW RD DR ROAD JOHNSON DR CHAMBLEE GAP ROAD DREW RD DRIVE DRIVE ROAD RD 1262 RD BM X 1193 X CARRIAGE WALK SUBDIVISION SHANNON GLEN SUBDIVISION 1221 POPLAR RIDGE WAY HYDE MOUNTAINSIDE DR BEECH SPRINGS CT BLOSSOM CREEK DRIVE RECREATION AREA AARON MAGNOLIA PARK CIRCLE CANTON HWY CANTON HWY ROAD RD BRIDGE ROAD Wikie Substa 123 SAMS EVERGREEN VALLEY DUCKTOWN MEADOWS WINDING CREEK 1175 ROAD DOC LN ARBOR CREEK CT. RD MCCOY CIR DR. BRAMBLET RD NOTTINGHAM WAY MCCOY CIR MC LN WALLACE LAKE CIR KARR ROAD CREEK ROLLING OAKS SUBDIVISION JOHN BURRUSS RD WESTWOOD DR MEMPHIS ST. MEMPHIS ST. KARR ROAD ROYALE CT WESTFIELD LORIE DRIVE DR. BRAMBLET RD JOHN BURRUSS RD R BRAMBLETT RD SETTINGDOWN BYERS RO Ducktown FRANKLIN GOLDMINE RD EVANS Harris Yellow TRIBBLE AMANDA LN Chea Y FOX CHASE SUBDIVISION SHERWOOD FOREST SUBDIVISION 125 x Odum Lake BM BETHWICKE SUBDIVISION OLD TOWN BETHELVIEW RIVENDELL SUBDIVISION SAWNEE VIEW FARMS Cem BROOKFIELD CIR CHAMBLEE ESTATES PHEONIX HEIGHTS DYER HUNTERS CHASE FARMS ASHEBROOKE Friendship Ch Chamblee Gap Park Trailer Sawnee Sch 1222 x Sawnee View Ch MOUNTAIN VALLEY ESTATES HIGHLANDS AT SAWNEE MOUNTAIN GREENWOOD ACRES Sawnee Gap B6/P-B8 SMITHDALE BM 1326 Lookout GREENWOOD ACRES Radio Facilities COUNTRY PLACE Pine Lake ARBOR MEADOWS 1244 MOUNTAINSIDE NEWBURY NORTH CORNER NICHOLS CREEK SUBDIVISION 36 HICKORY RIDGE 1147 Midway Park KELLY MILL ASHEBROOKE HOLBROOK MANOR ASHEBROOKE OLD FIELD CHASE KELLY MILL MEADOWS BARRETT DOWNS BARRETT DOWNS GREYSTONE ESTATES THORNGATE RIDGE MILL ACRES SIENNA HICKORY RIDGE Church of God Kelly Mill Commons Cumming County Hospital Cem Bethelview Ch UNION STATION WADE VALLEY NORTH PARKWAY CASTLEBROOKE SUBDIVISION CASTLEBROOKE SUBDIVISION Branch Sawmill ROLLINS RD PITMAN JASON LN VILLAGES AT CASTLEBERRY GATES AT CASTLEBERRY PITMAN RD CASTLEBERRY CROSSOVER RD ROAD BARRETT DOWNS Kelly Mill JOHNSON DREW ROAD ROAD GREENWOOD Branch ACRES SOSEBEE Sawnee Mountain AARON 2 Drew PINE LAKE 2 CANTON ROAD NORTH CORNER CITY LIMITS BETHELVIEW RD DRIVE PINE LAKE POST RD SAWNEE DR CANTON ROAD WILLOW WISP WAY SAWNEE VIEW DR TOWER RD MISTY HOLLOW LN HILLS DR DOC BRAMBLETT RD DOC BRAMBLETT RD WOODLAND CONLEY DR SPOT RD WILLIAMS SOSEBEE MERILAW ROPER WAY Creek SPOT HEATHERWYN HURT RD SPOT ROAD ROBIN HOOD TRL LITTLE MCCOY CIR JOHN LITTLE JOHN CT KINGS CT LITTLE JOHN CIR KINGS WAY COURT OF EARL MAID MARION CT FRIAR TUCK CT LYNN CT ORCHARD LAKE APPLE COURT UNION STREET EAGLE TRACE SIENNA WILDMEADOW GLENN DRIVE KELLY MILL ROAD HICKORY KNOLL RD PINECREST DRIVE CHAMBLEE GAP ROAD G1 ARBOR RIDGE LANE OVERLOOK RUN WAY B4 OVERLOOK SPRINGS ROAD AUTUMN SPRINGS COVE CRESTBROOK DRIVE WESTHAVEN MOUNTAIN CREST MOUNTAIN CREST P-G5 P-B9 G2 B1 P-G4 P-B1 B2 THE LANDING AT KELLY MILL PINE FOREST KELLYS WALK BETHELVIEW AWRF DAVIS FARMS PITMAN RD CASTLEBERRY KELLY MILL ROAD KELLY MILL ROAD TOLBE KELLY MILL ROAD PINE LAKE DRIVE GREENWOOD ACRES DR PINE LAKE CANTON ROAD GREENWOOD ACRES DR CANTON HWY SAWNEE DR BETHELVIEW RD CANTON HWY SPOT RD CONNECTOR CONNECTOR FRIENDSHIP CIR SPOT ROAD ARBOR MEADOWS DR ARBOR LAKE DR PROJECT EXTENTS HILLTOP BARRETT LANDING PROJECT W11 HIGHWAY 2 WEST WATER MAIN UPGRADE CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 DRIVE SPRINGS MADISON SPOT CREEK DRIVE SPOT ROAD JESS'BRITT COURT DR. BRAMBLET RD KARR ROAD

107 CAPITAL IMPROVEMENT PLAN W12-18-INCH WATER MAIN TO NORTHSIDE TANK W12-18-Inch Water Main to Northside Hospital Tank ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 18-Inch DIP Pressure Class 35, Type 3 Laying LF 2, $ 12. $ 24, 2 3" O.D.,.25" Wall Thickness Steel Casing, Jack & Bore LF 15 $ 45. $ 67, Inch Class 25B Butterfly Valve (includes Megalugs) EA 3 $ 6,. $ 18, 6 Fire Hydrant Assembly (includes FH Valve) EA 6 $ 3,. $ 18, 7 AWWA C153, Class 35 DIP Fittings (includes Megalugs) TON 3. $ 8,. $ 24, 8 Concrete Blocking CY 5. $ 2. $ 1, 11 Stone Stabilization TON 1 $ 25. $ 2,5 12 Silt Fence Type "C" LF 2, $ 2.5 $ 5, 13 Check Dam EA 2 $ 15. $ 3 14 Type 3 Rip-Rap SY 1 $ 4. $ 4, 16 Permanent Grassing LF 2, $ 2. $ 4, 17 Marker Balls EA 1 $ 2. $ 2, 18 Contingencies LS 1 $ 5,. $ 5, 19 Engineering, Inspection & Survey (@12%) LS 1 $ 52,356. $ 52,356 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 488,656.

108 RD RD VETERANS MEMORIAL BLVD MEADOW DR. mmons Congregational Holiness Ch Cem 9 T TOLBERT ST. CHINSON CE ON RKWAY LAKELAND PLAZA PLAZA WESTLAKE PLAZA TRI COUNTY PLAZA ROAD LANIER WHEELERS Sew Disp Ponds WYNGATE X BM 1293 WESTLAKE CENTER Lake Alice X BM OLD OLD ATLANTA ATLANTA MARKET PLACE DR P-T6 E5 E6 MARKET PLACE DR ATLANTA RD BUFORD BUFORD DAM DAM ROAD ROAD INDUSTRIAL PARK OLD DR CASTLEBERRY ROAD CASTLEBERRY ROAD MARY ALICE PARK RD BUFORD PARK RD. MARY ALICE RD. MEADOW DR. 4 PROJECT EXTENTS PROJECT W12 18-INCH WATER MAIN TO NORTHSIDE HOSPITAL TANK CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 E A

109 CAPITAL IMPROVEMENT PLAN W13 - DR. BRAMBLETT RD 12-INCH WATER MAIN - BYERS TO 369 W13 - Dr. Bramblett Road 12-Inch Water Main - Byers Road to Highway 369 ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 12-Inch DIP Pressure Class 35, Type 3 Laying LF 3, $ 7 $ 21, 2 8-Inch DIP Pressure Class 35, Type 3 Laying LF 4 $ 5 $ 2, 3 6-Inch DIP Pressure Class 35, Type 3 Laying LF 4 $ 4 $ 1,6 4 2" O.D.,.25" Wall Thickness Steel Casing, Jack & Bore LF 4 $ 35 $ 14, 5 12-Inch Class 15B Butterfly Valve (includes Megalugs) EA 5 $ 2,5 $ 12,5 6 8-Inch Gate Valve (includes Megalugs) EA 1 $ 1,8 $ 1,8 7 6-Inch Gate Valve (includes Megalugs) EA 1 $ 1, $ 1, 8 Fire Hydrant Assembly (includes FH Valve) EA 1 $ 3, $ 3, 9 AWWA C153, Class 35 DIP Fittings (includes Megalugs) TON 1. $ 8, $ 8, 1 Concrete Blocking CY 6. $ 2 $ 1,2 11 Water Service Transfer EA 25 $ 7 $ 17,5 12 Water Service EA 8 $ 7 $ 5,6 13 Stone Stabilization TON 5 $ 4 $ 2, 14 Silt Fence Type "C" LF 3, $ 3 $ 7,5 15 Check Dam EA 1 $ 15 $ 1,5 16 Type 3 Rip-Rap SY 167 $ 4 $ 6,68 17 Sodding LF 5 $ 12 $ 6, 18 Permanent Grassing LF 2,5 $ 2 $ 3,75 19 Erosion Control Monitoring LS 1 $ 5, $ 5, 2 Marker Balls EA 1 $ 1 $ 1, 21 Contingencies LS 1 $ 5, $ 5, 19 Engineering, Inspection & Survey (@12%) LS 1 $ 62,836 $ 62,836 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 586,465.6

110 MEMPHIS ST. JOHN BURRUSS RD JOHN BURRUSS RD DR. BRAMBLET RD PROJECT EXTENTS MATT HWY DR BRAMBLETT RD LORIE DRIVE SUBDIVISION GOLDEN OAKS JESSLIN OAKS SUB. VIEW POINT CARRIAGE WALK SUBDIVISION SHANNON GLEN SUBDIVISION WESTFIELD PROJECT W13 DR. BRAMBLETT RD. 12" WATER MAIN - BYERS RD. TO HWY 369 CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 JOHN BURRUSS RD BYERS ROAD MATT HWY

111 CAPITAL IMPROVEMENT PLAN W14 - ASBESTOS WATER MAIN REPLACEMENT W14 - Asbestos Water Main Replacements ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 8-Inch DIP Pressure Class 35, Type 3 Laying LF 3,5 $ 5 $ 175, 2 16" O.D.,.25" Wall Thickness Steel Casing, Jack & Bore LF 2 $ 35 $ 7, 3 8-Inch Gate Valve (includes Megalugs) EA 2 $ 1,8 $ 36, 4 Fire Hydrant Assembly (includes FH Valve) EA 1 $ 3, $ 3, 5 AWWA C153, Class 35 DIP Fittings (includes Megalugs) TON 1. $ 8, $ 8, 6 Concrete Blocking CY 4. $ 2 $ 8 7 Water Service Transfer EA 25 $ 7 $ 17,5 8 Water Service EA 25 $ 1,5 $ 37,5 9 Silt Fence Type "C" LF 4, $ 3 $ 1, 1 Sodding LF 5 $ 12 $ 6, 11 Permanent Grassing LF 3, $ 2 $ 4,5 Landscape Restoration LS 1 $ 2, $ 2, 12 Marker Balls EA 35 $ 15 $ 5,25 13 Contingencies LS 1 $ 25, $ 25, 14 Engineering, Inspection & Survey (@12%) LS 1 $ 53,466 $ 53,466 TOTAL ANNUAL CONSTRUCTION COST $ 499,16. TOTAL 5-YEAR CONSTRUCTION COST $ 2,495,8. Estimate 3/12/217 by Civil Engineering Consultants, Inc.

112 RD RD ROAD HUTCHINSON 1293 ANS MEMORIAL BLVD NORTH PARKWAY URT ONE TONE T HUTCHINSON TRACE 9 PLAZA WESTLAKE OLD ATLANTA WYNGATE NORTHSIDE FORSYTH HOSPITAL LAKELAND PLAZA LANIER PLAZA TRI COUNTY PLAZA X BM X BM Cem 122 Haw Creek Ch ROAD CREEK ROAD CREEK HAW HAW RONALD REAGAN RONALD REAGAN PARKWAY PARKWAY SANDERS RD 2 OLD ATLANTA MARKET PLACE DR P-T6 PROJECT EXTENTS E5 E6 PROJECT W14 ASBESTOS WATER MAIN REPLACEMENTS CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 MARKET PLACE DR ATLANTA RD BUFORD DAM ROAD BUFORD DAM ROAD

113 CAPITAL IMPROVEMENT PLAN W15 - HIGHWAY INCH WATER MAIN - BRAMBLETT TO SETTINGDOWN W15 -Highway Inch Water Main - Dr. Bramblett Road to Settingdown Creek ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 12-Inch DIP Pressure Class 35, Type 3 Laying LF 8, $ 75. $ 6,. 2 8-Inch DIP Pressure Class 35, Type 3 Laying LF 1 $ 5. $ 5,. 3 6-Inch DIP Pressure Class 35, Type 3 Laying LF 1 $ 4. $ 4,. 4 2" O.D.,.25" Wall Thickness Steel Casing, Jack & Bore LF 1 $ 35. $ 35, Inch Class 15B Butterfly Valve (includes Megalugs) EA 1 $ 2,5. $ 25,. 6 8-Inch Gate Valve (includes Megalugs) EA 6 $ 1,8. $ 1, Inch Gate Valve (includes Megalugs) EA 6 $ 1,. $ 6,. 8 Fire Hydrant Assembly (includes FH Valve) EA 25 $ 3,. $ 75,. 9 AWWA C153, Class 35 DIP Fittings (includes Megalugs) TON 3. $ 8,. $ 24,. 1 Concrete Blocking CY 1. $ 2. $ 2,. 11 Water Service Transfer EA 25 $ 7. $ 17,5. 12 Water Service EA 2 $ 7. $ 14,. 13 Stone Stabilization TON 1 $ 4. $ 4,. 14 Silt Fence Type "C" LF 8, $ 2.5 $ 2,. 15 Check Dam EA 1 $ 15. $ 1,5. 16 Type 3 Rip-Rap SY 1 $ 4. $ 4,. 17 Sodding LF 2, $ 12. $ 24,. 18 Permanent Grassing LF 6, $ 1.5 $ 9,. 19 Erosion Control Monitoring LS 1 $ 5,. $ 5,. 2 Marker Balls EA 5 $ 15. $ 7,5. 21 Contingencies LS 1 $ 5,. $ 5,. 22 Engineering, Inspection & Survey (@12%) LS 1 $ 113,196. $ 113,196. Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 1,56,496.

114 MEMPHIS ST. LORIE DRIVE BLUFF DR JOHN BURRUSS RD JOHN BURRUSS RD BLET RD HWY DR BRAMBLETT RD BYERS ROAD WESTFIELD HENDRIX RD HICKORY WALNUT SUBDIVISION GOLDEN OAKS JESSLIN OAKS SUB. VIEW POINT CARRIAGE WALK SUBDIVISION ROSE CRE SHANNON GLEN SUBDIVISION WALNUT G RY PATCH JOHN BURRUSS RD MATT HWY PROJECT EXTENTS PROJECT W15 HWY " WATER MAIN - DR. BRAMBLETT RD. TO SETTINGDOWN CREEK CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217

115 CAPITAL IMPROVEMENT PLAN W16 - GWINNETT COUNTY INTERCONNECTION W16 - Gwinnett County Interconnection ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 Water Booster Pump Station LS 1 $ 5,. $ 5, 2 Yard Piping and Valves LS 1 $ 1,. $ 1, 3 Concrete Paving LS 1 $ 8,. $ 8, 4 Site Work LS 1 $ 5,. $ 5, 5 Standby Generator LS 1 $ 8,. $ 8, 6 Silt Fence Type C LF 5 $ 2.5 $ 1,25 7 Grassing LS 1 $ 2,5. $ 2,5 8 Surveying & Staking LS 1 $ 4,5. $ 4,5 9 Marker Balls EA 1 $ 2. $ 2, 1 Contingency LS 1 $ 5,. $ 5, 11 Engineering, Inspection & Survey (@12%) LS 1 $ 14,43. $ 14,43 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 974,68.

116 19 S Cumming County P B A LD Mil l RID PO NB OFF Church of God T1 T2 LB ER T ST. Kelly Mill Commons AD TO L RO 4 W GLEILD M NN EA D PINE FOREST CITY LIM ITS OW DR NA EAGLE CREEK RAM City Hall Kelly IVE SIEN E BALD RIG GE Hospital MIL KELLY BALD RIDGE ACRES RD Park EAGLE CREEK TRL RD SIENNA MARINA LL RD. KN O ) R.2 Y (S. HW ROAD NTON KO R Y THORNGATE PEACHTREE RD MIL UN MO TRIBBLE GAP HIC CA E GAP HICKORY RIDGE 4 IM GR PIL I N V I EW DR. TA DR AC RE L BLE CHAM DRIVE LAKE DRIVE EPINE LAK PINE EDGEWATER EST WATRECR 4 DR RIDGECREST Cumming Sch RO AD Sch 2 GREYSTONE ESTATES Cem Congregational 9 RD Y RR RY BE ER LE EB ST TL CA AS C BUFO RD A RD INA MA R TO N RD HA BE RS HA M RL CA RD WAY TR AC E HEA THE ND ER S SA Y HW A NT AD ROAD S RO S RO TONE AN OK DR E RD PLE SAM SAMPLE CANON GATE ON LANIER RD RD LSOLLS OLCK NUCKNU 2 LA M VIRGINIA HEIGHTS HA W HA W CRE CR EK RO EE AD K RO AD AT X HA CANON CREEK DR COBBLESTONE NUCKOLLS NUCK OLLS RD RD SWEETWATER ROAD STERLING CT VALLEY CIRCLE RD VALLEY CIRCLE RD AVALON LANIER WALK RS Y THE VINEYARDS GA 4 FLEA MARKET Abundant Life Assembly Ch BM 1261 BE HIGHLAND POINTE WA HIGHLAND RIDGE COBB LES VIEW B ELLINGTON COVE RONALD REAGAN RONALD REAGA P N PAR ARKW KWAY AY ROAD GREYSTONE SUMMIT AD HA PARK H RD SOUT E Radio Towers (WSNE) X 9 REDI ROAD INDUSTRIAL PARK STONEHAVEN STONEHAVEN POINT BM 1215 M RO B5 GROVE PARK WILLOW RD H GROV A EE TR PINE RD DA E RD E22 NORTHSIDE FORSYTH HOSPITAL CANON GATE ON LANIER AC OV LD EYFIE LN WANDA WOODS TOWN LANIER BE EY Y GR PIN PINE HWY NTA ATLA AD RO GR HAMILTON RD LONGVIEW LA BUFO LIBERTY STONEHAVEN VIEW E TR GROVE PARK PARK VE RO G 2 STONEHAVEN TERRACE STONEHAVEN POINT AK ACE KE MAR EASTSIDE AWRF 9 NATHAN CT AD HABERSHAM ON LANIER R HEARTHSTONE P-T6 VILLAS OF HABERSHAM RD DA M RO NIE CLAREDUN COURT E MASHBURN LANDING BUFO RD DRIV E29 LA RD TA AN A RD ATL NT D TLA OL D A OL IR E5 E6 T PL ND LA KE ZA LA PLA EFA HABERSHAM POINTE LANIER COUNTRY CLUB ESTATES TY BE RL N OU I CZA A TR PL TIM BM 1264 RK RD THE MOORINGS SPRING OAK LA ST WE AZA PL X ALICE PA BM 1293 DR HUTCHINSON TRACE KE X GTON HOLLIN DRIVE RIDGEFAIR DRIVE COURT WEHAM R NIE LA AZA PL AD RIDG WHITLOW MANOR DG E Lake Alice DR PLACE MARKET IR FA GE IVE RID DR WHI TFA CT IRE AT LA NT PARKWAY PROPOSED DELFAIRE TRACE DEERBORNE RIDGEFAIR DR RI K EE TATTENHALL DRIVE WYNGATE RO MANCHESTER PARK SHILLHAM COURT MARY ALICE PARK CR DELFAIRE TRACE WHITLOW ELEMENTARY SCHOOL PARK SHORE MARY WESTLAKE CENTER HUTCHINSON MANCHESTER COURT CASTLEBERRY ROAD RD. PA PARK SHO RE DR BLVD CASTLEBERRY ROAD LARRY MULKEY MEMORIAL RD WERRINGTON DRIVE SO M CO ERSA UR L T PARK MIST LANE RISING D D OA OA MR DA MR RDDA FO RD BU FO BU ch an Br NORTH PARKWAY HUTCHINSON POINTE LIC E 4 RK RD VETERANS MEMORIAL ill wm Sa ROLLINS RD FARMS 22 LD 4 OLD L IA GATES AT CASTLEBERRY VILLAGES AT CASTLEBERRY YA RK DR PA DU STR LN MA R ALI CE IN N MA RY MEADOW DR. MEADOW DR. RD. WHEELERS Sew Disp Ponds RST ONE DR AD D ROOA R SO JA BA Holiness Ch HIT T RIDGE MILL ACRES FAIRWAY ESTATES Cem SHADOW CREEK 122 Haw Creek Ch HAW CREEK MEADOWS THE GATES Park PL Quarry RD STONE BROOKE COMMONS Trailer ES COUNTY WATER TANK RD Trailer Park SA 1223 M SA PL M ES PARKER INDUSTRIAL PARK OL D SWEETWATER DR WY ROAD NEW COL LEG WAY E RD LES DELAMAR DR AH ETON PRINCE TRAC Fields of the Woods LA PRINCETON SQUARE CRUSE MARKETPLACE 1274 NT DELAMAR SAMP Daves PENDLEY SAMP LES RD LEXINGTON VILLAGE AT Ch BU F OR D Trailer LS WHITE OAK PROJECT EXTENTS RD HO EC HW Y Park HW Y S L HO EC RD CHURCH HILL DOWNS 1322 DR ek HOLLY CT Cre DAVE CREEK RD RONALD REAGAN PARKWAY EC HO LS RD ANDOVER GLEN BONNIE BRAE RD CHATTAHOOCHEE RIVER CLUB CLUB Trailer 1213 ER Park RIV Daves Creek Ch TWIN BRANCHES d RD South Forsyth Isl E DR an CAMBRIDGE HILL LAK OVER Cem BM X 139 mes Ja Bowman s 194 DAVES HIGH VIEW CT DR BUFORD HWY ROAD PRUITT RD RD RIV E PLACE UTPLACE TROUT TRO GILBERT R CHAMONIX Cem HE E RIVER RIVECLU B R CLU BDR DR ATLANTA RD BU FO HW OC RD Y TR HO OLD CHATTAHOOCHEE RIVER CLUB 1243 x AM ME CH Creek AT TA L RO AD Y HW WY H RD RD FO FO BU BU ek Ja me s Cre 1213 x P-B11 PROJECT W16 GWINNETT COUNTY INTERCONNECTION CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217

117 CAPITAL IMPROVEMENT PLAN W17 - CHEROKEE COUNTY INTERCONNECTION W17 - Cherokee County Interconnection ITEM DESCRIPTION UNIT QTY PRICE AMOUNT 1 Water Booster Pump Station LS 1 $ 5,. $ 5, 2 Yard Piping and Valves LS 1 $ 1,. $ 1, 3 Concrete Paving LS 1 $ 8,. $ 8, 4 Site Work LS 1 $ 5,. $ 5, 5 Standby Generator LS 1 $ 8,. $ 8, 6 Silt Fence Type C LF 5 $ 2.5 $ 1,25 7 Grassing LS 1 $ 2,5. $ 2,5 8 Surveying & Staking LS 1 $ 4,5. $ 4,5 9 Marker Balls EA 1 $ 2. $ 2, 1 Contingency LS 1 $ 5,. $ 5, 11 Engineering, Inspection & Survey (@12%) LS 1 $ 14,43. $ 14,43 Estimate 3/12/217 by Civil Engineering Consultants, Inc. TOTAL CONSTRUCTION COST $ 974,68.

118 ROAD CREOLE CIRCLE BM X 1176 X 1129 BETHELVIEW RD R A DR ROAD JOHNSON DR CHAMBLEE GAP ROAD DREW RD DRIVE ROAD POPLAR RIDGE WAY C HYDE 1262 BM X X BEECH SPRINGS CT BLOSSOM CREEK DRIVE RECREATION AREA AARON MAGNOLIA PARK CIRCLE RD CANTON HWY CANTON HWY HEARDSVILLE RD 1193 CANTON HWY LN RD BRIDGE ROAD DR. BRAMBLET RD LN WALLACE LAKE CIR KARR ROAD CREEK ROLLING OAKS SUBDIVISION KARR ROAD ROYALE CT WESTWOOD DR WESTF LORIE DRIVE DR. BRAMBLET RD D CHEROKEE COUNTY P-B Ducktown FRANKLIN GOLDMINE RD Wikie Substa 123 EVANS DUCKTOWN MEADOWS WINDING CREEK EVERGREEN VALLEY 1175 Harris ROAD SAMS DOC Yellow B Sawmill ROL PITMAN SHERWOOD FOREST SUBDIVISION 125 x Cem Friendship Ch PHEONIX HEIGHTS Park Trailer Sawnee Sch Sawnee View Ch 122 Odum Lake 1151 SAWNEE VIEW FARMS BROOKFIELD CIR CHAMBLEE ESTATES DYER HUNTERS CHASE FARMS 1222 x MOUNTAIN VALLEY ESTATES HIGHLANDS AT SAWNEE MOUNTAIN Sawnee Gap B6/P-B8 SMITHDALE BM 1326 Lookout 1136 BETHWICKE SUBDIVISION OLD TOWN BETHELVIEW ASHEBROOKE Chamblee Gap GREENWOOD ACRES GREENWOOD ACRES BM 116 RIVENDELL SUBDIVISION 1147 ASHEBROOKE ASHEBROOKE KELLY MILL MEADOWS BARRETT DOWNS GREYSTONE ESTATES THORNGATE Midway Park KELLY MILL Cem HOLBROOK MANOR Bethelview Ch OLD FIELD CHASE UNION STATION BARRETT DOWNS CASTLEBROOKE SUBDIVISION JASON LN PITMAN RD CROSSOVER RD ROAD BARRETT DOWNS JOHNSON DREW ROAD ROAD GREENWOOD ACRES SOSEBEE Sawnee ROAD AARON 2 Drew BETHELVIEW RD DRIVE PINE LAKE POST RD WILLOW WISP WAY SAWNEE VIEW DR WILLIAMS TRIBBLE SOSEBEE ROPER Creek HURT RD ROBIN HOOD TRL NOTTINGHAM WAY LITTLE JOHN LITTLE JOHN CT LITTLE JOHN CIR KINGS CT KINGS WAY COURT OF EARL MAID MARION CT FRIAR TUCK CT LYNN CT AMANDA LN ORCHARD LAKE APPLE COURT UNION STREET EAGLE TRACE KELLY MILL ROAD CHAMBLEE GAP ROAD G1 B2 THE LANDING AT KELLY MILL BETHELVIEW PITMAN RD ARBOR RIDGE LANE OVERLOOK RUN WAY OVERLOOK SPRINGS ROAD AUTUMN SPRINGS COVE CRESTBROOK DRIVE WESTHAVEN G2 MOUNTAIN CREST MOUNTAIN CREST P-G5 P-B9 KELLYS WALK KELLY MILL ROAD KELLY MILL ROAD GREENWOOD ACRES DR PINE LAKE GREEN BETHELVIEW RD MISTY HOLLOW LN CANTON HWY HILLS DR DOC BRAMBLETT RD DOC BRAMBLETT RD WOODLAND CONLEY DR SPOT RD SPOT RD CONNECTOR CONNECTOR FRIENDSHIP CIR SPOT ROAD PROJECT EXTENTS HILLTOP BARRETT LANDING PROJECT W17 CHEROKEE COUNTY INTERCONNECTION CITY OF CUMMING - CAPITOL IMPROVEMENT PLAN WATER MASTER PLAN 217 DR. BRAMBLET RD

119 APPENDIX B WATER SYSTEM INVENTORY II

120 LABEL NAME BUILT / DESIGN AREA ADF Peak STATIC TDH DIA LENGTH CONVEYANCE and NOTES (HP) (GPM) UPGRADE YEAR YEAR (AC) (GPM) (GPM) (FT) (FT) (IN) (FT) B1 MOUNTAINSIDE BOOSTER PS (2 PUMPS) SAWNEE DRIVE HIGH PRESSURE ZONE (2 PUMPS) (2 PUMPS) B2 ASHEBROOKE BOOSTER PS (2 PUMPS) ASHEBROOKE HIGH PRESSURE ZONE B3 MOUNTAIN ROAD BOOSTER PS (2 PUMPS) MTN RD/HUGHES DRIVE HIGH PRESSURE ZONE B4 TOWER ROAD BOOSTER PS 258 SAWNEE DRIVE HIGH PRESSURE ZONE B5 WICKERSHAM BOOSTER PS B6 OLD SMITHDALE HEIGHTS BOOSTER PS SAWNEE DRIVE HIGH PRESSURE ZONE STORAGE FACILITIES BUILT / UPGRADE DESIGN YEAR AREA (AC) C1 PWPF CLEARWELL #1.42 HOUSES BACK-UP BACKWASH PUMPS C2 PWPF CLEARWELL # C3 PWPF CLEARWELL #3 (3 HIGH SERVICE PUMPS) C4 PWPF CLEARWELL #4 (2 HIGH SERVICE PUMPS) T1 ELEVATED RIDGE TANK #1 / T2 ELEVATED RIDGE TANK #2 / T3 ELEVATED COAL MOUNTAIN TANK (STATE BARN TANK) T4 ELEVATED HENDRIX RD TANK G1 SAWNEE MOUNTAIN GROUND TANK #1 / G2 SAWNEE MOUNTAIN GROUND TANK #2 / G3 MOUNTAIN RD. GROUND TANK MTN RD/HUGHES DRIVE HIGH PRESSURE ZONE EXISTING TOTAL STORAGE AREA SERVED STORAGE (MG) 7.73 PUMPS SUCTION HEAD OVERFLOW / ELEV. WATER MAIN CONVEYANCE AND NOTES PUMPS SUCTION HEAD WATER MAIN SOURCE AND TREATMENT FACILITIES BUILT / DESIGN AREA DESIGN STATIC TDH DIA LENGTH CONVEYANCE AND NOTES (HP) (GPM) UPGRADE YEAR (AC) (MGD) (FT) (FT) (IN) (FT) RWIF 2 RAW WATER INTAKE II; PUMPS 3 & PERMITTED 32 MGD; MINIMUM WITHDRAWAL ELEV 145. RWIF 3 RAW WATER INTAKE III; PUMP MINIMUM WITHDRAWAL ELEV PUMP PWPF POTABLE WATER PRODUCTION FACILITY PERMITTED 18 MGD; 2 MASTER METERS TO DISTRIBUTION PWPF PWPF PEAKING PLANT PERMITTED 6 MGD, 21 MGD PEAK AREA SERVED PLANNED DISTRIBUTION FACILITY DESIGN AREA ADF Peak STATIC TDH DIA LENGTH CONVEYANCE and NOTES (HP) (GPM) PLAN YEAR YEAR (AC) (GPM) (GPM) (FT) (FT) (IN) (FT) P-B8 NEW SMITHDALE HEIGHTS BOOSTER PS (2 PUMPS) SAWNEE DRIVE HIGH PRESSURE ZONE P-B9 GREENWOOD ACRES BOOSTER PS 248 GREENWOOD ACRES HIGH PRESSURE ZONE P-B1 SAWNEE DRIVE BOOSTER PS 258 SAWNEE DRIVE HIGH PRESSURE ZONE P-B11 HIGHWAY 2 EAST BOOSTER PUMP STATION 22 P-B12 HIGHWAY 2 WEST BOOSTER PUMP STATION 22 PUMPS SUCTION HEAD WATER MAIN STORAGE FACILITIES BUILT / UPGRADE DESIGN YEAR AREA (AC) STORAGE (MG) OVERFLOW / ELEV. CONVEYANCE AND NOTES P-T5 NORTHSIDE HOSPITAL TANK P-C5 PWPF CLEARWELL # P-C6 PWPF CLEARWELL # P-G4 SAWNEE DRIVE GROUND TANK SAWNEE DRIVE HIGH PRESSURE ZONE P-G5 GREENWOOD ACRES GROUND TANK GREENWOOD ACRES HIGH PRESSURE ZONE FUTURE TOTAL STORAGE 22.23

121 APPENDIX C WATER MODEL DATA III

122 Title Engineer Company Date Notes Scenario Summary Project Inventory: Cumming Water Model 216.wtg ID Label Notes Active Topology Physical Demand Initial Settings Operational Age Constituent Trace Fire Flow Energy Cost Transient Pressure Dependent Demand Failure History SCADA User Data Extensions Steady State/EPS Solver Calculation Options Transient Solver Calculation Options Network Inventory 1/28/ Ex System - Ex Average Day Base-Active Topology Base-Physical Base-Demand Base-Initial Settings Base-Operational Base-Age Alternative Base-Constituent Base-Trace Alternative Base-Fire Flow Base-Energy Cost Base Transient Base Pressure Dependent Demand Base Failure History Base SCADA Base-User Data Ex System - Ex Average Day Base Calculation Options Pipes 786 <None> 2 Junctions 655 -Constant Speed - No Pump Curve 8 Hydrants -Constant Speed - Pump Curve 3 Tanks 1 -Shut Down After Time Delay -Circular 1 -Variable Speed/Torque -Non-Circular -Pump Start - Variable Speed/Torque -Variable Area Pump Stations Reservoirs 3 Variable Speed Pump Batteries Customer Meters PRV's SCADA Elements PSV's Pumps 11 PBV's -Constant Power FCV's -Custom Extended TCV's -Design Point (1 Point) 1 GPV's -Multiple Point 7 Isolation Valves -Standard (3 Point) 1 Spot Elevations -Standard Extended Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 1 of 2

123 Transient Network Inventory Project Inventory: Cumming Water Model 216.wtg Turbines Rupture Disks Periodic Head-Flows Discharges to Atmosphere Air Valves Orifices Between Pipes Hydropneumatic Tanks Valves With Linear Area Change Surge Valves Surge Tanks Check Valves Pressure Pipes Inventory 2. (in) 1,563 ft (in) 3,557 ft 6. (in) 4,19 ft 14. (in) 76 ft 6.9 (in) 1,97 ft 16. (in) 1,992 ft 6.28 (in) 116,988 ft (in) 61,484 ft 7.8 (in) 53,169 ft (in) 24,47 ft 8.43 (in) 168,495 ft (in) 11 ft 9.79 (in) 1,299 ft (in) 6,356 ft 1.46 (in) 16,555 ft 29. (in) 6 ft (in) 3,857 ft 3.9 (in) 642 ft 12. (in) 164 ft 37.1 (in) 4,171 ft (in) 266,71 ft All Diameters 745,915 ft Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 2 of 2

124 Title Engineer Company Date Notes Scenario Summary Project Inventory: Cumming Water Model 216.wtg ID Label Notes Active Topology Physical Demand Initial Settings Operational Age Constituent Trace Fire Flow Energy Cost Transient Pressure Dependent Demand Failure History SCADA User Data Extensions Steady State/EPS Solver Calculation Options Transient Solver Calculation Options Network Inventory 1/28/ Future System - Future ADD Created: 1/7/4 2:14:31 PM Active Topology-Future - Average Daily Physical-Future - Average Daily Demand-Future - Average Daily Base-Initial Settings Base-Operational Base-Age Alternative Base-Constituent Base-Trace Alternative Base-Fire Flow Base-Energy Cost Base Transient Base Pressure Dependent Demand Base Failure History <I> Base SCADA Base-User Data Future System - Future ADD Base Calculation Options Pipes 786 -Standard Extended Junctions 655 -Constant Speed - No Pump Curve 8 Hydrants -Constant Speed - Pump Curve 3 Tanks 1 -Shut Down After Time Delay -Circular 1 -Variable Speed/Torque -Non-Circular -Pump Start - Variable Speed/Torque -Variable Area Pump Stations Reservoirs 3 Variable Speed Pump Batteries Customer Meters PRV's SCADA Elements PSV's Pumps 11 PBV's -Constant Power FCV's -Custom Extended TCV's -Design Point (1 Point) 1 GPV's -Multiple Point 7 Isolation Valves -Standard (3 Point) 3 Spot Elevations Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 1 of 2

125 Transient Network Inventory Project Inventory: Cumming Water Model 216.wtg Turbines Rupture Disks Periodic Head-Flows Discharges to Atmosphere Air Valves Orifices Between Pipes Hydropneumatic Tanks Valves With Linear Area Change Surge Valves Surge Tanks Check Valves Pressure Pipes Inventory 2. (in) 1,563 ft 14. (in) 76 ft 6. (in) 3,524 ft 16. (in) 1,992 ft 6.9 (in) 1,97 ft (in) 67,39 ft 6.28 (in) 14,513 ft (in) 24,47 ft 7.8 (in) 44,18 ft (in) 11 ft 8.43 (in) 162,216 ft (in) 6,356 ft 9.79 (in) 682 ft 29. (in) 6 ft 1.46 (in) 16,995 ft 3.9 (in) 642 ft (in) 3,857 ft 36. (in) 13,213 ft 12. (in) 164 ft 37.1 (in) 1,97 ft (in) 312,148 ft All Diameters 794,792 ft (in) 8,935 ft Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 2 of 2

126 Title Engineer Company Date Notes Scenario Summary Project Inventory: Cumming Water Model 216.wtg ID Label Notes Active Topology Physical Demand Initial Settings Operational Age Constituent Trace Fire Flow Energy Cost Transient Pressure Dependent Demand Failure History SCADA User Data Extensions Steady State/EPS Solver Calculation Options Transient Solver Calculation Options Network Inventory 1/28/214 9 Ex System - Ex Max Day Created: 1/19/4 2:34:1 PM Base-Active Topology Base-Physical Demand-Existing - Maximum Month Base-Initial Settings Base-Operational Base-Age Alternative Base-Constituent Base-Trace Alternative Base-Fire Flow Base-Energy Cost Base Transient Base Pressure Dependent Demand Base Failure History Base SCADA Base-User Data Ex System - Ex Max Day Base Calculation Options Pipes 786 <None> 2 Junctions 655 -Constant Speed - No Pump Curve 8 Hydrants -Constant Speed - Pump Curve 3 Tanks 1 -Shut Down After Time Delay -Circular 1 -Variable Speed/Torque -Non-Circular -Pump Start - Variable Speed/Torque -Variable Area Pump Stations Reservoirs 3 Variable Speed Pump Batteries Customer Meters PRV's SCADA Elements PSV's Pumps 11 PBV's -Constant Power FCV's -Custom Extended TCV's -Design Point (1 Point) 1 GPV's -Multiple Point 7 Isolation Valves -Standard (3 Point) 1 Spot Elevations -Standard Extended Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 1 of 2

127 Transient Network Inventory Project Inventory: Cumming Water Model 216.wtg Turbines Rupture Disks Periodic Head-Flows Discharges to Atmosphere Air Valves Orifices Between Pipes Hydropneumatic Tanks Valves With Linear Area Change Surge Valves Surge Tanks Check Valves Pressure Pipes Inventory 2. (in) 1,563 ft (in) 3,557 ft 6. (in) 4,19 ft 14. (in) 76 ft 6.9 (in) 1,97 ft 16. (in) 1,992 ft 6.28 (in) 116,988 ft (in) 61,484 ft 7.8 (in) 53,169 ft (in) 24,47 ft 8.43 (in) 168,495 ft (in) 11 ft 9.79 (in) 1,299 ft (in) 6,356 ft 1.46 (in) 16,555 ft 29. (in) 6 ft (in) 3,857 ft 3.9 (in) 642 ft 12. (in) 164 ft 37.1 (in) 4,171 ft (in) 266,71 ft All Diameters 745,915 ft Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 2 of 2

128 Title Engineer Company Date Notes Scenario Summary Project Inventory: Cumming Water Model 216.wtg ID Label Notes Active Topology Physical Demand Initial Settings Operational Age Constituent Trace Fire Flow Energy Cost Transient Pressure Dependent Demand Failure History SCADA User Data Extensions Steady State/EPS Solver Calculation Options Transient Solver Calculation Options Network Inventory 1/28/ Future System - Future MDD Created: 1/2/4 1:2:44 AM Active Topology-Future - Average Daily Physical-Future - Average Daily Demand-Future - Maximum Month Base-Initial Settings Base-Operational Base-Age Alternative Base-Constituent Base-Trace Alternative Base-Fire Flow Base-Energy Cost Base Transient Base Pressure Dependent Demand Base Failure History <I> Base SCADA Base-User Data Future System - Future MDD Base Calculation Options Pipes 786 -Standard Extended Junctions 655 -Constant Speed - No Pump Curve 8 Hydrants -Constant Speed - Pump Curve 3 Tanks 1 -Shut Down After Time Delay -Circular 1 -Variable Speed/Torque -Non-Circular -Pump Start - Variable Speed/Torque -Variable Area Pump Stations Reservoirs 3 Variable Speed Pump Batteries Customer Meters PRV's SCADA Elements PSV's Pumps 11 PBV's -Constant Power FCV's -Custom Extended TCV's -Design Point (1 Point) 1 GPV's -Multiple Point 7 Isolation Valves -Standard (3 Point) 3 Spot Elevations Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 1 of 2

129 Transient Network Inventory Project Inventory: Cumming Water Model 216.wtg Turbines Rupture Disks Periodic Head-Flows Discharges to Atmosphere Air Valves Orifices Between Pipes Hydropneumatic Tanks Valves With Linear Area Change Surge Valves Surge Tanks Check Valves Pressure Pipes Inventory 2. (in) 1,563 ft 14. (in) 76 ft 6. (in) 3,524 ft 16. (in) 1,992 ft 6.9 (in) 1,97 ft (in) 67,39 ft 6.28 (in) 14,513 ft (in) 24,47 ft 7.8 (in) 44,18 ft (in) 11 ft 8.43 (in) 162,216 ft (in) 6,356 ft 9.79 (in) 682 ft 29. (in) 6 ft 1.46 (in) 16,995 ft 3.9 (in) 642 ft (in) 3,857 ft 36. (in) 13,213 ft 12. (in) 164 ft 37.1 (in) 1,97 ft (in) 312,148 ft All Diameters 794,792 ft (in) 8,935 ft Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 2 of 2

130 Title Engineer Company Date Notes Scenario Summary Project Inventory: Cumming Water Model 216.wtg ID Label Notes Active Topology Physical Demand Initial Settings Operational Age Constituent Trace Fire Flow Energy Cost Transient Pressure Dependent Demand Failure History SCADA User Data Extensions Steady State/EPS Solver Calculation Options Transient Solver Calculation Options Network Inventory 1/28/ Ex System - Ex Max Hour Created: 1/19/4 2:43:19 PM Base-Active Topology Base-Physical Demand-Existing - Maximum Hour Base-Initial Settings Base-Operational Base-Age Alternative Base-Constituent Base-Trace Alternative Base-Fire Flow Base-Energy Cost Base Transient Base Pressure Dependent Demand Base Failure History Base SCADA Base-User Data Ex System - Ex Max Hour Base Calculation Options Pipes 786 <None> 2 Junctions 655 -Constant Speed - No Pump Curve 8 Hydrants -Constant Speed - Pump Curve 3 Tanks 1 -Shut Down After Time Delay -Circular 1 -Variable Speed/Torque -Non-Circular -Pump Start - Variable Speed/Torque -Variable Area Pump Stations Reservoirs 3 Variable Speed Pump Batteries Customer Meters PRV's SCADA Elements PSV's Pumps 11 PBV's -Constant Power FCV's -Custom Extended TCV's -Design Point (1 Point) 1 GPV's -Multiple Point 7 Isolation Valves -Standard (3 Point) 1 Spot Elevations -Standard Extended Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 1 of 2

131 Transient Network Inventory Project Inventory: Cumming Water Model 216.wtg Turbines Rupture Disks Periodic Head-Flows Discharges to Atmosphere Air Valves Orifices Between Pipes Hydropneumatic Tanks Valves With Linear Area Change Surge Valves Surge Tanks Check Valves Pressure Pipes Inventory 2. (in) 1,563 ft (in) 3,557 ft 6. (in) 4,19 ft 14. (in) 76 ft 6.9 (in) 1,97 ft 16. (in) 1,992 ft 6.28 (in) 116,988 ft (in) 61,484 ft 7.8 (in) 53,169 ft (in) 24,47 ft 8.43 (in) 168,495 ft (in) 11 ft 9.79 (in) 1,299 ft (in) 6,356 ft 1.46 (in) 16,555 ft 29. (in) 6 ft (in) 3,857 ft 3.9 (in) 642 ft 12. (in) 164 ft 37.1 (in) 4,171 ft (in) 266,71 ft All Diameters 745,915 ft Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 2 of 2

132 Title Engineer Company Date Notes Scenario Summary Project Inventory: Cumming Water Model 216.wtg ID Label Notes Active Topology Physical Demand Initial Settings Operational Age Constituent Trace Fire Flow Energy Cost Transient Pressure Dependent Demand Failure History SCADA User Data Extensions Steady State/EPS Solver Calculation Options Transient Solver Calculation Options Network Inventory 1/28/ Future System - Future MHD Created: 1/2/4 4:9:44 PM Active Topology-Future - Average Daily Physical-Future - Average Daily Demand-Future - Maximum Hour Base-Initial Settings Base-Operational Base-Age Alternative Base-Constituent Base-Trace Alternative Base-Fire Flow Base-Energy Cost Base Transient Base Pressure Dependent Demand Base Failure History <I> Base SCADA Base-User Data Future System - Future MHD Base Calculation Options Pipes 786 -Standard Extended Junctions 655 -Constant Speed - No Pump Curve 8 Hydrants -Constant Speed - Pump Curve 3 Tanks 1 -Shut Down After Time Delay -Circular 1 -Variable Speed/Torque -Non-Circular -Pump Start - Variable Speed/Torque -Variable Area Pump Stations Reservoirs 3 Variable Speed Pump Batteries Customer Meters PRV's SCADA Elements PSV's Pumps 11 PBV's -Constant Power FCV's -Custom Extended TCV's -Design Point (1 Point) 1 GPV's -Multiple Point 7 Isolation Valves -Standard (3 Point) 3 Spot Elevations Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 1 of 2

133 Transient Network Inventory Project Inventory: Cumming Water Model 216.wtg Turbines Rupture Disks Periodic Head-Flows Discharges to Atmosphere Air Valves Orifices Between Pipes Hydropneumatic Tanks Valves With Linear Area Change Surge Valves Surge Tanks Check Valves Pressure Pipes Inventory 2. (in) 1,563 ft 14. (in) 76 ft 6. (in) 3,524 ft 16. (in) 1,992 ft 6.9 (in) 1,97 ft (in) 67,39 ft 6.28 (in) 14,513 ft (in) 24,47 ft 7.8 (in) 44,18 ft (in) 11 ft 8.43 (in) 162,216 ft (in) 6,356 ft 9.79 (in) 682 ft 29. (in) 6 ft 1.46 (in) 16,995 ft 3.9 (in) 642 ft (in) 3,857 ft 36. (in) 13,213 ft 12. (in) 164 ft 37.1 (in) 1,97 ft (in) 312,148 ft All Diameters 794,792 ft (in) 8,935 ft Cumming Water Model 216.wtg 3/15/217 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 2 W Watertown, CT 6795 USA Bentley WaterCAD V8i (SELECTseries 6) [ ] Page 2 of 2

134 APPENDIX D SERVICE DELIVERY STRATEGY IV

135 Instructions: SERVICE DELIVERY STRATEGY FORM 2: Summary of Service Delivery Arrangements Make copies of this form and complete one for each service listed on FORM 1, Section III. Use exactly the same service names listed on FORM 1. Answer each question below, attaching additional pages as necessary. If the contact person for this service (listed at the bottom of the page) changes, this should be reported to the Department of Community Affairs. COUNTY:FORSYTH COUNTY Service:SOIL EROSION PERMITTING AND ENFORCEMENT 1. Check the box that best describes the agreed upon delivery arrangement for this service: Service will be provided countywide (i.e., including all cities and unincorporated areas) by a single service provider. (If this box is checked, identify the government, authority or organization providing the service.): Service will be provided only in the unincorporated portion of the county by a single service provider. (If this box is checked, identify the government, authority or organization providing the service.): One or more cities will provide this service only within their incorporated boundaries, and the service will not be provided in unincorporated areas. (If this box is checked, identify the government(s), authority or organization providing the service: One or more cities will provide this service only within their incorporated boundaries, and the county will provide the service in unincorporated areas. (If this box is checked, identify the government(s), authority or organization providing the service.): CITY OF CUMMING AND FORSYTH COUNTY Other (If this box is checked, attach a legible map delineating the service area of each service provider, and identify the government, authority, or other organization that will provide service within each service area.): 2. In developing this strategy, were overlapping service areas, unnecessary competition and/or duplication of this service identified? Yes (if Yes, you must attach additional documentation as described, below) No If these conditions will continue under this strategy, attach an explanation for continuing the arrangement (i.e., overlapping but higher levels of service (See O.C.G.A (1)), overriding benefits of the duplication, or reasons that overlapping service areas or competition cannot be eliminated). If these conditions will be eliminated under the strategy, attach an implementation schedule listing each step or action that will be taken to eliminate them, the responsible party and the agreed upon deadline for completing it. Page 1 of 2

136 SDS FORM 2, continued 3. List each government or authority that will help to pay for this service and indicate how the service will be funded (e.g., enterprise funds, user fees, general funds, special service district revenues, hotel/motel taxes, franchise taxes, impact fees, bonded indebtedness, etc.). Local Government or Authority CITY OF CUMMING CITY OF CUMMING FORSYTH COUNTY FORSYTH COUNTY FORSYTH COUNTY FORSYTH COUNTY General Fund User Fees General Fund User Fees Insurance Premium Tax Fund NCRS Soil Conservation Fund Funding Method 4. How will the strategy change the previous arrangements for providing and/or funding this service within the county? 5. List any formal service delivery agreements or intergovernmental contracts that will be used to implement the strategy for this service: Agreement Name Contracting Parties Effective and Ending Dates 6. What other mechanisms (if any) will be used to implement the strategy for this service (e.g., ordinances, resolutions, local acts of the General Assembly, rate or fee changes, etc.), and when will they take effect? Forsyth County Soil Erosion and Sediment Control Ordinance 7. Person completing form: Vanessa Bernstein, Forsyth County Senior Planner Phone number: Date completed: 1/25/ Is this the person who should be contacted by state agencies when evaluating whether proposed local government projects are consistent with the service delivery strategy? Yes No If not, provide designated contact person(s) and phone number(s) below: Page 2 of 2

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139 SDS FORM 2, continued 3. List each government or authority that will help to pay for this service and indicate how the service will be funded (e.g., enterprise funds, user fees, general funds, special service district revenues, hotel/motel taxes, franchise taxes, impact fees, bonded indebtedness, etc.). Local Government or Authority CITY OF CUMMING CITY OF CUMMING FORSYTH COUNTY FORSYTH COUNTY General Fund Utilities Department Budget General Fund Insurance Premium Tax Fund Funding Method 4. How will the strategy change the previous arrangements for providing and/or funding this service within the county? 5. List any formal service delivery agreements or intergovernmental contracts that will be used to implement the strategy for this service: Agreement Name Contracting Parties Effective and Ending Dates 6. What other mechanisms (if any) will be used to implement the strategy for this service (e.g., ordinances, resolutions, local acts of the General Assembly, rate or fee changes, etc.), and when will they take effect? Forsyth County Storm Water Management Ordinance 7. Person completing form: Vanessa Bernstein, Forsyth County Senior Planner Phone number: Date completed: 1/25/ Is this the person who should be contacted by state agencies when evaluating whether proposed local government projects are consistent with the service delivery strategy? Yes No If not, provide designated contact person(s) and phone number(s) below: Page 2 of 2

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141 Instructions: SERVICE DELIVERY STRATEGY FORM 2: Summary of Service Delivery Arrangements Make copies of this form and complete one for each service listed on FORM 1, Section III. Use exactly the same service names listed on FORM 1. Answer each question below, attaching additional pages as necessary. If the contact person for this service (listed at the bottom of the page) changes, this should be reported to the Department of Community Affairs. COUNTY:FORSYTH COUNTY Service:TRANSPORTATION 1. Check the box that best describes the agreed upon delivery arrangement for this service: Service will be provided countywide (i.e., including all cities and unincorporated areas) by a single service provider. (If this box is checked, identify the government, authority or organization providing the service.): Service will be provided only in the unincorporated portion of the county by a single service provider. (If this box is checked, identify the government, authority or organization providing the service.): One or more cities will provide this service only within their incorporated boundaries, and the service will not be provided in unincorporated areas. (If this box is checked, identify the government(s), authority or organization providing the service: One or more cities will provide this service only within their incorporated boundaries, and the county will provide the service in unincorporated areas. (If this box is checked, identify the government(s), authority or organization providing the service.): CITY OF CUMMING AND FORSYTH COUNTY EXCEPT FOR DIAL-A-RIDE SERVICE, WHICH IS COUNTY- WIDE PROVIDED BY FORSYTH COUNTY Other (If this box is checked, attach a legible map delineating the service area of each service provider, and identify the government, authority, or other organization that will provide service within each service area.): 2. In developing this strategy, were overlapping service areas, unnecessary competition and/or duplication of this service identified? Yes (if Yes, you must attach additional documentation as described, below) No If these conditions will continue under this strategy, attach an explanation for continuing the arrangement (i.e., overlapping but higher levels of service (See O.C.G.A (1)), overriding benefits of the duplication, or reasons that overlapping service areas or competition cannot be eliminated). If these conditions will be eliminated under the strategy, attach an implementation schedule listing each step or action that will be taken to eliminate them, the responsible party and the agreed upon deadline for completing it. Page 1 of 2

142 SDS FORM 2, continued 3. List each government or authority that will help to pay for this service and indicate how the service will be funded (e.g., enterprise funds, user fees, general funds, special service district revenues, hotel/motel taxes, franchise taxes, impact fees, bonded indebtedness, etc.). Local Government or Authority CITY OF CUMMING CITY OF CUMMING FORSYTH COUNTY FORSYTH COUNTY FORSYTH COUNTY Funding Method General Fund SPLOST General Fund and Insurance Premium Tax Fund SPLOST User Fees, Grants and the General Fund for Dial-A-Ride Service State and federal aid for both jurisdictions 4. How will the strategy change the previous arrangements for providing and/or funding this service within the county? 5. List any formal service delivery agreements or intergovernmental contracts that will be used to implement the strategy for this service: Agreement Name Contracting Parties Effective and Ending Dates 6. What other mechanisms (if any) will be used to implement the strategy for this service (e.g., ordinances, resolutions, local acts of the General Assembly, rate or fee changes, etc.), and when will they take effect? 7. Person completing form: Vanessa Bernstein, Forsyth County Senior Planner Phone number: Date completed: 1/25/ Is this the person who should be contacted by state agencies when evaluating whether proposed local government projects are consistent with the service delivery strategy? Yes No If not, provide designated contact person(s) and phone number(s) below: Page 2 of 2

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144 Instructions: SERVICE DELIVERY STRATEGY FORM 2: Summary of Service Delivery Arrangements Make copies of this form and complete one for each service listed on FORM 1, Section III. Use exactly the same service names listed on FORM 1. Answer each question below, attaching additional pages as necessary. If the contact person for this service (listed at the bottom of the page) changes, this should be reported to the Department of Community Affairs. COUNTY:FORSYTH COUNTY Service:WATER AND WASTEWATER 1. Check the box that best describes the agreed upon delivery arrangement for this service: Service will be provided countywide (i.e., including all cities and unincorporated areas) by a single service provider. (If this box is checked, identify the government, authority or organization providing the service.): Service will be provided only in the unincorporated portion of the county by a single service provider. (If this box is checked, identify the government, authority or organization providing the service.): One or more cities will provide this service only within their incorporated boundaries, and the service will not be provided in unincorporated areas. (If this box is checked, identify the government(s), authority or organization providing the service: One or more cities will provide this service only within their incorporated boundaries, and the county will provide the service in unincorporated areas. (If this box is checked, identify the government(s), authority or organization providing the service.): Other (If this box is checked, attach a legible map delineating the service area of each service provider, and identify the government, authority, or other organization that will provide service within each service area.): CITY OF CUMMING AND FORSYTH COUNTY 2. In developing this strategy, were overlapping service areas, unnecessary competition and/or duplication of this service identified? Yes (if Yes, you must attach additional documentation as described, below) No If these conditions will continue under this strategy, attach an explanation for continuing the arrangement (i.e., overlapping but higher levels of service (See O.C.G.A (1)), overriding benefits of the duplication, or reasons that overlapping service areas or competition cannot be eliminated). If these conditions will be eliminated under the strategy, attach an implementation schedule listing each step or action that will be taken to eliminate them, the responsible party and the agreed upon deadline for completing it. Page 1 of 2

145 SDS FORM 2, continued 3. List each government or authority that will help to pay for this service and indicate how the service will be funded (e.g., enterprise funds, user fees, general funds, special service district revenues, hotel/motel taxes, franchise taxes, impact fees, bonded indebtedness, etc.). Local Government or Authority CITY OF CUMMING FORSYTH COUNTY User Fees User Fees Funding Method 4. How will the strategy change the previous arrangements for providing and/or funding this service within the county? 5. List any formal service delivery agreements or intergovernmental contracts that will be used to implement the strategy for this service: Agreement Name Contracting Parties Effective and Ending Dates Water & Sewer Boundaries City of Cumming and Forsyth County 6/1/87 - no end specified Raw & Finished Water City of Cumming and Forsyth County 11/1/12-1/31/22 Extension possible to What other mechanisms (if any) will be used to implement the strategy for this service (e.g., ordinances, resolutions, local acts of the General Assembly, rate or fee changes, etc.), and when will they take effect? 7. Person completing form: Vanessa Bernstein, Forsyth County Senior Planner Phone number: Date completed: 1/25/ Is this the person who should be contacted by state agencies when evaluating whether proposed local government projects are consistent with the service delivery strategy? Yes No If not, provide designated contact person(s) and phone number(s) below: Page 2 of 2

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147 RD RD ITE D L City Of Cumming Water & Sewer Service Area March 1987 FR ATLANT A STRICKLAND RD HE ARDSVILL E CANTON HWY HOWAR D RD DREW CAMPGR OUND HWY OLD IX RD MATT RD TI D WELL RD POST WATSON RD POST CAMPGR OUND RD BENTLEY FED E RAL HWY RD UNION HI L L RD MULLI N A X RD RD P HURT BRIDGE ISGAH SEWE LL R D ATLANTA FOW LER RD RD RD RD RD POST AA RON SOS EBEE MAJORS R D KELLY WALL AC ETATUM RD DREW PITTMA P RD HWY MCGIN NIS MATT RD SHILO H RD MILLRD OLO N RD CANTON HWY R D OUNT M SHILOH W HIT MIRE RD RD HWY GEORGIA HIGHWAY HOLBROOKRD ST ONEY POINT C ANEY OLD ALPHARETTA FERRY RD NICHOLSON TABOR RD CHAMBL EE GAP 4 RD RD RD RD ROPER RD RD C ASTLEBERRYR PEACHTREE PKWY D ELMO PINE LAKE WESTRAY SPOT SHARON RD BAGLEY RD PEACHTREE PKWY RD MATT KARR DR C A LN RD ATLANTA HWY GRA N RONALD RD OLD ATLANTA R D RD BANNISTER HWY RD SPOT CAN TON RD STLEBERRY SAWNEE RD REAGAN B GEORGIA HIGHWAY 4 L J OHN BURRUSS RD A UR MC GINNIS L OLD MATT HWY HENDRIX VD DAHL ONEGA ST WINDERMERE PKWY ELO AK D R BET T IS FERR Y TRIBBLE GA P TWIN RD DR BUFORD HWY NIC HOLS RD ATLA NTA RD RD RD R D RILEY LAKES RD GEORGIA PILGRIM SETTLES NUC RD T URNER R D BUFORD TRAMMEL R D JAMES CON C ORD R D SOUT HERS O AK GROVE HIGHWAY 4 KEMP RD PILGRIM MILL RD RD SR KOL L DAHLON EGA DAHLONEGA HWY SA MP LES RD A C SMITH RD HWY HOPEWELL MARTIN RD KEITH BRIDGE RD RD RD DAM RD BUFORD DAM RD BURGE SS I R C HOLLY CT G RAND AVE CIR BU FO RD RD EC HOLS R D HWY B URRUSS RIV ER CL UB DR FREEDOM PKWY RD HIGHWAY 4 GEORGIA HO LTZCLAW PIL GRIM MILL RD RD 4 GEORGIA HIGHWAY B E NN ET BROW NS B RIDGE RD SH ADY G ROVE RD ANIER KEITH BRIDGE HEARD RD DR T RD BURR USS LCANTREL JE TT R D CI R RD M ILL MAYFIE L D DR RD PEA RD MILL LITTLE RIDGE Legend Forsyth County GIS Department DAWSONVILLE RD BETHEL RD NIX RD HWY J ULIAN RD CRYSTAL WA L DRIP R D RD WA LDRIP COVE TRL BROWN S City Water & Sewer Service Area Streets OLD KEITH BRI DGE RD RD BRIDGE Produced by the Department of Geographic Information Services Forsyth County, Georgia C COPYRIGHT Forsyth County, GA 212 Major Source: County's GIS Databases Created in ArcGIS 1 using ArcMap The information included on this map has been compiled by Forsyth County staff from a variety of sources and is subject to change without notice. Forsyth County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. Forsyth County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of Forsyth County. 3,5 7, 14, Feet ± October 25, 212 G:\Projects\WATER_DEPT\Water\CummingServiceArea_Proposed\CityOfCummingServiceAreaMarch1987_8-5x11

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165 Instructions: SERVICE DELIVERY STRATEGY FORM 3: Summary of Land Use Agreements Answer each question below, attaching additional pages as necessary. Please note that any changes to the answers provided will require an update of the service delivery strategy. If the contact person for this service (listed at the bottom of this page) changes, this should be reported to the Department of Community Affairs. COUNTY:FORSYTH COUNTY 1. What incompatibilities or conflicts between the land use plans of local governments were identified in the process of developing the service delivery strategy? No conflicts were identified. The City of Cumming and Forsyth County updated their comprehensive plans earlier in 212 so their respective land use plans have been recently reviewed and amended as necessary. 2. Check the boxes indicating how these incompatibilities or conflicts were addressed: Amendments to existing comprehensive plans Adoption of a joint comprehensive plan Other measures (amend zoning ordinances, add environmental regulations, etc.) If other measures was checked, describe these measures: Describe "Other" Measures Here NOTE: If the necessary plan amendments, regulations, ordinances, etc. have not yet been formally adopted, indicate when each of the affected local governments will adopt them. 3. What policies, procedures and/or processes have been established by local governments (and water and sewer authorities) to ensure that new extraterritorial water and sewer service will be consistent with all applicable land use plans and ordinances? The City of Cumming and Forsyth County will continue to monitor land use plans as infrastructure master plans are amended. Coordination will continue so that water and sewer service will remain consistent with local plans and regulations. 4. Person completing form: Vanessa Bernstein, Forsyth County Senior Planner Phone number: Date completed: 1/25/12 5. Is this the person who should be contacted by state agencies when evaluating whether proposed local government projects are consistent with the service delivery strategy? Yes No If not, provide designated contact person(s) and phone number(s) below: TYPE CONTACT NAME, TITLE & PHONE HERE Page 1 of 1

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169 Forsyth County Department of Planning & Community Development 11 E. Main Street Suite 1 Cumming GA City of Cumming Department of Planning & Zoning 1 Main Street Cumming GA

170 APPENDIX E EPD WATER PERMITS; SURFACE WATER & TREATMENT OPERATION V

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177 APPENDIX F EPD WATER AUDIT 215 VI

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182 APPENDIX G MNGWPD AUDIT COMPLIANCE AND SURVEY VII

183

184 Metropolitan North Georgia Water Planning District 214 Implementation Survey WATER SUPPLY AND WATER CONSERVATION MANAGEMENT PLAN Name: Jurisdiction: City of Cumming Phone: Irrigation Meters and Rain Sensor Shut-Off Switches Action Item 5.1: Conservation Pricing Action Item 5.4: Rain Sensor Shut-Off Switches on New Irrigation Systems 1. Does your water system offer irrigation meters? Yes No 2. If yes, please check all that apply. Irrigation rates, at minimum, are 2% of the first tier rate of the billing class Utility charges a connection fee There is not a separate rate structure for irrigation meters. 3. Does your local jurisdiction s building inspection checklist include rain sensor shut-off switches on new irrigation systems installed in residential and non-residential properties? Yes No Sub-Metering New Multi-Family Buildings Action Item 5.5: Require Sub-Meters in New Multi-Family Buildings 4. How many new multi-family buildings have been built in your jurisdiction in the last 12 months and how many are sub-metered? Number of multi-family buildings built in the last 12 months: 1% 225 Number that are sub-metered: Not Applicable Page 1 of 8

185 214 Implementation Survey Water Supply & Water Conservation Management Plan Water Loss Audit / Leak Detection Program Action Item 5.6: Assess and Reduce Water System Leakage Action Item 5.13: Expedited Water Loss Reduction 5. If your water system submitted an AWWA water audit in 213, what were your top three priority areas? (If you were not required to submit an audit using the AWWA water audit software, please skip to question 6). 1. Volume from own sources 2. Variable production cost 3. Master Meter error adjustment 6. Please describe your system s program for achieving goals to reduce water loss. Please check all that apply. On-going meter calibration and/or replacement Use leak detection equipment and software to identify leaks Establish district metered areas within the system to identify real losses Establish intergovernmental relationships to increase reporting of standing water areas and potential leaks Establish different pressure zones for the system Address leaks or inefficiencies within treatment plants Asset management programs to track aging pipes and meters Other 7. If you have a leak detection program, how many leaks have been detected and repaired in the preceding 12 months? 2 Information not available Not Applicable 8. Please estimate savings in gallons of water in the same 12 month period. 2, Information not available Not Applicable Page 2 of 8

186 214 Implementation Survey Water Supply & Water Conservation Management Plan Reducing Outdoor Water Waste Action Item 5.18: Water Waste Policy 9. Has your jurisdiction adopted a water waste policy or ordinance to reduce outdoor water waste? Yes No 1. If yes, what year was the policy or ordinance enacted? 213 Not Applicable Commercial Water Audits Action Item 5.9: Conduct Commercial Water Audits 11. Does your water system offer water audits to commercial properties? Yes No 12. If yes, how many audits have been conducted to date? Please list by the type of facility. Example: 5 schools, 2 restaurants, 1 hotel Not Applicable 13. How do you currently promote commercial water audits to your customers? Notices on bills, word of mouth Not Applicable Page 3 of 8

187 214 Implementation Survey Water Supply & Water Conservation Management Plan Replacing Older, Inefficient Toilets Action Item 5.2: Replace Older, Inefficient Plumbing Fixtures Action Item 5.11: Install High Efficiency Toilets and High Efficiency Urinals in Government Buildings Action Item 5.14: Multi-Family HET Rebates Action Item 5.19: Require High Efficiency Plumbing Fixtures Consistent with State Legislation 14. Does your water system have a program to replace older, inefficient toilets? Yes, program is being offered to customers in 214 Yes, but program has ended and is no longer in effect No, we have not participated in a program (If you checked this box, skip to Question 2) 15. If yes, please identify how your water system replaces older, inefficient toilets? Please check all that apply. We participate in the Metro Water District Single-Family Toilet Rebate Program (If you checked this box, skip to Question 19) We have a local Single-Family Toilet Rebate Program We have a local Multi-Family Toilet Rebate Program We have a local Commercial Toilet Rebate Program We require retrofit on reconnect or resale We offer a direct installation program or toilet distribution Other program (please specify) Not Applicable 16. What year did your water system s toilet replacement program begin? Program Category Year Program Began Single-Family Program Multi-Family Program Commercial Program Direct Installation Program Other Program 17. How many toilets has your water system replaced since the toilet replacement program began? Program Category WaterSense 1.28 gpf Toilets Low Flow 1.6 gpf Toilets Single-Family Program Multi-Family Program Commercial Program Direct Installation Program Other Program Page 4 of 8

188 214 Implementation Survey Water Supply & Water Conservation Management Plan 18. How much rebate credit funding has your water system spent since the program began? Program Category Amount of Rebate Credits Issued Single-Family Program $ Multi-Family Program $ Commercial Program $ Other Program $ Total: $. Information not available 19. Does your jurisdiction and/or water system offer recycling of old, inefficient toilets to customers participating in the replacement program? Toilet recycling is available at government facility We provide information to customers about available recycling programs We are discussing offering a recycling program We do not offer recycling or information on recycling for toilets Not Applicable 2. Has your jurisdiction established a program to retrofit toilets and urinals within all government buildings? Yes No 21. If yes, when did the program begin and what percentage of the buildings have been retrofitted? Year program began: Percentage of government buildings that are retrofitted: Not Applicable Education and Outreach 213 Action Item 5.1: Implement Education and Public Awareness Plan 1% 22. If your jurisdiction and/or water system conducts water conservation education at schools, please indicate which of the following levels are addressed. Please check all that apply. Elementary Middle High School No water conservation education in schools Page 5 of 8

189 214 Implementation Survey Water Supply & Water Conservation Management Plan 23. Besides residents and schools K-12, what other target audiences do you try to reach? Please check all that apply. Home gardeners Urban agriculture (landscapers, irrigators) Golf course owners Plumbers Builders Real estate professionals Office/retail Restaurant/food service Laundry facilities and line suppliers Hotels Health care facilities Heavy/light industrial Car washes Water professionals Local elected officials 24. Rank the following target audiences from 1 to 15 from your highest priority (1) to your lowest priority (15). 15 Home gardeners 14 Urban agriculture (landscapers, irrigators) 7 Golf course owners 6 Plumbers 1 Builders 2 Real estate professionals 3 Office/retail 4 Restaurant/food service 5 Laundry facilities and line suppliers 11 Hotels 8 Health care facilities 9 Heavy/light industrial 1 Car washes 12 Water professionals 13 Local elected officials For questions 25-3, refer to pages 12-8 and 12-9 in the Metro Water District s Water Supply and Water Conservation Management Plan for definitions and examples. 25. How many education/outreach activities have you done in the last 12 months? 1 Page 6 of 8

190 214 Implementation Survey Water Supply & Water Conservation Management Plan 26. How many public participation/involvement activities have you done in last 12 months? Please provide an estimate of the number of people you reach through these education and outreach efforts: Bill stuffers/newsletters/brochures/information on website/displays: 18+ Adult presentations/workshops: 25-5 K-12 school programs: 25 Facility tours: 2 Technical training to targeted audience: 25-5 Retrofit kit distribution: 1 Other innovative public involvement and participation program (Name and describe program in question 28.) 28. Please describe your education and outreach program. (Please attach additional pages as needed.) The City of Cumming partners with Keep Forsyth County Beautiful, provides plant tours, presents classes on xeriscapes, and hosts a web site with useful information. 29. How do you promote the My Drop Counts water conservation campaign? Link to the website Use the 3-second videos in presentations or on your website Use the static TV slides in presentations or on your website Discuss the campaign at events and presentations Promote the My Drop Counts water conservation pledge Other (please specify) Page 7 of 8

191 214 Implementation Survey Water Supply & Water Conservation Management Plan 3. What new water conservation outreach materials would be helpful to you? Include topics and type of materials in your answer. Sprinkler system maintenance and management and water waste for businesses and homeowners. Page 8 of 8

192 APPENDIX H INFRASTRUCTURE LIFE EXPECTANCY VIII

193 Equipment Source of supply Table 1: Typical Equipment Life Expectancy Intake Structures Wells and Springs Galleries and Tunnels 3 4 Transmission mains 35 4 Pumping Plants Structures 3 6 Pumping Equipment 1 15 Treatment Plants Structures 3 6 Equipment 1 15 Chlorination Equipment 1 15 Transmission/Distribution Structures 3 6 Reservoirs and Tanks 3 6 Mains & Distribution Pipes 35 4 Services 3 5 Valves 35 4 Backflow Prevention Valves 35 4 Blow-off valves 35 4 Meters 1 15 Hydrants 4 6 General Plant Structures 3 4 Electrical Systems 7 1 Equipment 1 15 Transportation Equipment 1 Computers 5 Stores equipment 1 Lab/Monitoring Equipment 5 7 Tools and Shop Equipment 1 15 Landscaping/Grading 4 6 Power operated equipment 1 15 Communications equipment 1 Reprinted from EPA publication EPA 816-R-3-16 Sept. 23 Life Expectancy in Years

194 APPENDIX I LAND USE MAPS IX

195 Rd Hu gh lia D Fo s Dr te rd r lt Ho Ln en Ell la w zc B An n ie Hw y ne ga hlo Da Dr Du r Rolling View Dr nn Rd map created jwa/jhl 8/21/216 Piedmont Ln m Rd e Ab es Trl City of Cumming, GA Exisiting Land Use 216 Honeysuckle Dr t Pt Timberland Dr ne t Stonehaven m gri Pil ay W Dr Fincher Ml tura Dr Cornucopia Dr Pl Pilgrim Lake Dr Pilgrim Way nd ian I Dobb s Creek Ct m ing Gathe r Way it Ex lr d S had y Ln la d Dr St ne ga Oakwoo Franklin Way lo Da h Belvedere St West Ave Darla Ave Rd ne erla Tim b Rd Bonnie Ln d Mil lr t S wa tillte rc Denson Dr Tomaha Lakeside Trl Rd Lanier Pl Ad Rd Rd rin a Ma pd r Ct C an on Rd Hil ls Clu m be r H D r ab e rs ha Ha ber s h am Cl ub Fairview Dr Rd Ha rk Pa er Dr Ct r ed Gat Rid ge cr Commercial ee kt rl Office-Professional Morningside Dr s ham Sh er e Ha b G len G ate Ct d oo kw w Creek Dr Dr Industrial C re ham M aine Trl ek w Cre Ha b e rsh am Wa y Ha w Pl New C a mpus C has e kc a Wa Pre Ch ia t or ott sc Ct Ta ll G De la m Tim be rs Jerry Weitz & Associates, Inc. Dr e r s ity Tr Growth iv Management ew Un l N Comprehensive Planning Planning & Development Consultants Zoning & Land Use Regulations Dart mouth P Land Development Applications a r Dr 1225 Rucker Road, Alpharetta, Georgia 34 Phone: (77) Jweitz@bellsouth.net Expert Testimony Public Policy Analysis h Ec City of Cumming, GA lk as e V ictori Vic ols Trl Berryw o a w Ne od W hill Rd ar Ivey Trc e P ay dw P Haw Creek Dr y Creek Dr Pl Daves te r as s Northgate Pky ey Public Institutional w le gbark W a itt ut Ln Hu ls Residential (Single-Family) Id ha B ern m o n t Ct Ga Woodridge Ct on ott d Blv an Ro na ld R eag C Tulip Ln Canon Creek Dr Transportation/Communication/Utilities Ne Habe rs r Trl af Feet Parks/Recreation/Conservation Ln ples Sam Ci s Ln wy safra le Pendley Rd 1 inch = 6 feet μ bu Red S 5,6 Agriculture/Forestry o Densmore Pl Edge H rd S as t ho r n C t eek Haw Cr Dr st o re B uc G ran F k Northgate Ct 4,2 m ad fo Bu t Lo ng 2,8 a sh ss ec T rl F y Vacant Cro lip t re w ood Fairway Ln Dr wa air Multifamily Fair v ie ly L n blol Tu Pl Johnsen Lake ha owler Rd Pe arl F Lo ELU lls Rd ine Cir Haw Cree k Rd Delo Ln H Pl r ts D Heigh n rd on na yl Nucko Pkwy Grapev Glenwoo d Virginia Burgun dy Dr Blvd Bordeaux Re Cir C wa y es t or Ct oe Ke m Dr int e Po Highland Sanders Rd Valley ag an B ey Ell lvd Napa a ld Haw Cre ek 1,4 rk er d ak W ay ring O Sp Dr yth rs Fo e sid th Redi Rd Cabernet Ct Fa ir Cir d Ro n Rid g st re Fo n Ct ph yr Poplar Grove Ln d Blv ce la tp ke ar M Rd Valley C ircle No r Ln an Champagne Ct r b ara R y wa Blv Tr ce rd Da m Streams and Rivers Lakes m W Ba hil lc t ood Ct k d al t Dr W W ir Fa e CityLimits lo w sid Bufo H ol ak rn da Building Footprints Pt Dogw O F th d ge Th o Chablis Ct No r Trl Wicke r sh a m Pa rk W ay Brook Valle res beri tgum Ze ha low Legend Ti m Swee Ct sh ge s er ch Ho e rs id Fo oo d T rl Hab Maple Grove Ct M o n ar W il wy ck R Oa k Ct Dr t nt r kc ory Cv Hick Pin p d Briarw ew yc ce D Sto ne Sto n m Re bel R igh ge Way es Ge org ia H r Ri d Ke R ore Leafm Bria r we Cr rm am Lo c Tim b d ng C t Fa sh lk kr ree rk Ln d er Ov n ll C Be e Pa Grov ar ab Lo Lake Forest Landing yl er b Greenfield Dr w Ho P e t t ath We rs Ct ec Ct fair m Wh it P Gre C h ickeri du Plz re Larry Mulkey Memorial Rd nd y kw bc nd Cla wa y4 ela Lak Le la Buford Dam Rd yc t n lto Be Ct l le T rl Va lle ts Sq Shillham Ct idge Dr kr Wo od chan Ridgefair Dr 7 Pa Moorings Way ake er L wy ta H Wo od n Atla M Valle Portico Ln a th Ct Deerborne Dr l sa Tattenhall Dr nr d Trl Dr Dr yr d n Trac se Sanders Rd so ek Mockingbird Ln ro e Dr hin Cre i Verde Glen Ln Hu tc Beacon Ridge ge Rid Timber Lake Trl Pri m Timber Wood Ct ag Jasmine Ct Cedar Springs Ct t Hutchinso tle Lit Dragonfly Ct Azalea Cir Mer ce e rry Ln Mable Lake Rd Timber Lake no li a Walk Tr l a ckb Rd M Bar Cur Ln Shamrock Dr Dr k Dr va nta ge P ar North Pkwy Wa y Pinehurst Rd Dr Bl Way Lake Alice y Sawmil l Branch r y Delfaire Trace Weham Ct D ve on Dr Werrington Dr S om er rd Da m am rd D r C rry Rd Bufo fo Bu sd Sawmill Co Old Corinth Rd rs Dr Rd n Iri ple Va ll e Ma Ro Flowe on Gle Run Woodland rk Rd r Rd ins r ed ch g illa C ol Amos Dr Cypress Ct nc e Allendale Dr Castleberry Indus trial Dr lie Bla Alice Pa udde ky rp Fe SR Mary re Dr se te r- a Cen Ct rk S d ho boar Starboard Way r ut d Ali S W ea m ha a rf ns d yv yr Lakeview Ln W alk er R err err s udd b tle tleb ek Rising Mist Ln in P cy s Ca H ta d Cambridg e D Lake C ente s Ca rk R C re ord Dr Pa Oxf rk rial Pa o o d Rd Ad l Blvd moria ans Me Dr ge id br w ust Ve ter Castleberry Village Cir Tr o Ind Dr Ca p lice Ln Camelot Way ry A Market Place Blvd Nan Ma NR se wc re e k L n b tle Dr Cir Village Enclave Ln Wiltshire Way s Ca lin Rd Orchard Cheroke e C h a Estates Path A ng ew mi ra ls L ak Chatta hooch ee P oin te Sk yline D r Meadow Dr ry er dg e ary Goldmine Rd Ba ld t ts er To lb t a la Ba ldri Ed gewate r Lakeview Trl d Blv Rid g er d Lynd r nd M P et rk ce M Dr Dr iew on ev d so Rd Ln Bald Ridge Rid g Trl Sawnee Trl er R Ja wk Trl Cove Tu rn d ds ar oo Trl nd T rl Hawk Creek Trl nt Atla gw side Cir Falcon Creek Trl l Do Wood la i ftwood Pinetree Dr Lake Eaglecreek Trl Rd N Hill St a R est H Big Creek Rollins Rd So bre u thez ec t Dr Ac res Rid ld Ba Ge org ia Hig h Park St k y err Oak l an d St Allen St ns ert rp le F Dr Lakes ide Trl P nie Pirk Pirkle Ferry Rd ve Dr To lb est rp Industrial Way Tro Shaffer Rd B ald Rid g e Marina Rd Allen St St For Bank Ave t e Pin te or La Ill M im Pil gr Mason St Sq Courthouse ir So cia lc Ea Ambulance Dr so n Pl Hillcrest Way Imperia l Ct St wy s t er n Maple St Mill Rd P o int Cir Bernice Dr Cir W Maple St e St Kelly Pi im Lakeside Trl Wa y Sie A ve School St Main St od Dr Spruc Ingram dd r Pine Dr h Bir c en Pl Jac k la n Short St et ard Samaritan Dr Summer Ln Dr Wo od n Dr Patt erson Rd St Wo odland D r Samarita xt eek Dogw nie Rd Tribb le Gap s S Hill St lebe ee Cr Pil gr ge Oakfield Ln ry ol l e Wildwo Cast Sawn ir Dr V i e w Dr ko t il nn sc Water cres t Dr wa y4 t a in Church lg Summerfield Dr La Camilla St Sonnett Dr d nr o un G arden C ro ssing Ln a m illia Waterbreeze Ct to Can H ic Wood s C nna des Peachtree Rd ir M Kn Sie Sw W Ridgecrest Ave Pine Lake Dr Hickory Ct ia ay South water Dr rp kw y Brooks Farm Dr Hickory Ridge Hickory Oak Hollow rce Po int E Dr h ill B ranc ym Kel le Elm St C M rg eo G Dr w r im ood sp Co No r th Ra m e y gh Hi 4 Pilg Blu ewat er C t 1th St rn er Me Pil gri m rners kw y ee Co Health Dr Sawn Blvd Dr Pine Lake w ill to n ners nee Cor ake Cir vie y Ann Ave 12th St 11th St Saw ke M n Ca ood Ln Pine C rest Dr La rim lg m gri Pil Wa Po pla r d lr Mil T rl l sp 13th St Ci r r Dr ha e V al l e y C t ts C 14th St le Dave Rd A ppl igh r Ct Pi He ed 15th St Ivy M ill i er ne Somerton Pl f Aquatic Cir Lan Sa w Blu Ln Cir C Juliette Ln Ivy ura od Dr La wo Parkside Walk n Pir kle Dr yt o Bro ok Pilgrim Mountain C ir Holly Trl w en Ct Bro ok Rd d View Dr Cir oo d Highlan Carlton A dair Gl Davis W a lk n Cir Laurel Ln a Ln n B lv d Dr Crain Dr Laur Bronze Oak Wa y n Dr Pir kle rn Stefa Grayso bu Mountain Fa ir Sawnee Dr Tiner Ct Pl Rd Greenw 16 Ivy L Dr B r o ok Rubble Rd Parks ide V illag e n Ve er e ov e Whispering Cir den C Dr Da hlo ne ga Hw y on Magnolia Pl Ca m ks Pine Ridge Dr d Mil to n Ja c Dr lr Mil Fincher Ct Old C o u n try Ca n ine ld m Mountain Side Dr Go Rd alk Eld e rb err y Ct Ha Trc wth e o rn e Brambletts W rim Pilg Rd Ridge Park Dr Jackson Ct Sawnee Meadow Ln ove y s uckle Ln ly C Hol Ho Towe Goldm ine Dr ne G Rid old ge en Ct Golden Ridge Cir Betti s Trib r Rd Cactus Ln Emerald Dr ble G ap Rd Cun n Gol de n Rid ge Ln t Dr ingh B en am Holly Branch Dr Buckeye St Buckeye S Barker Rd

196 Rd Hu gh lia D Fo s Dr te rd r lt Ho Ln en Ell la w zc B An n ie Hw y ne ga hlo Da map created 8/31/216 by jwa/jhl updated 9/14/216 r Dr Du Rolling View Dr nn Rd Piedmont Ln m Rd e Ab es Trl City of Cumming, GA Future Land Use 237 Honeysuckle Dr t Pt Timberland Dr ne t Stonehaven m gri Pil ay W Dr Fincher Ml tura Dr Cornucopia Dr Pl Pilgrim Lake Dr Pilgrim Way nd ian I Dobb s Creek Ct m ing Gathe r Way it Ex lr d S had y Ln la d Dr St ne ga Oakwoo Franklin Way lo Da h Belvedere St West Ave Darla Ave Rd ne erla Tim b Rd Bonnie Ln d Mil lr t S wa tillte rc Denson Dr Tomaha Lakeside Trl Rd Lanier Pl Ad Rd rk er d Pl Rd rin a Ma Ct on C an Rd Hil ls Clu m be r H D r ab e rs ha Ha h am Cl ub Fairview Dr ber s Ha Ct r ed ge Rid s ham er e d oo kw ee kt rl Mixed Use - Suburban Light Industrial w Creek Dr Dr Transportation/Communications/Utilities C re Ha b M aine Trl ek w Cre b e rsh am Wa y Ha w ham Pl New C a mpus C a Wa Pre Ch ia t or ott sc Ct Ta ll G De la m Tim be rs Jerry Weitz & Associates, Inc. Dr e r s ity Tr GrowthivManagement ew Un l N Comprehensive Planning Planning & Development Consultants Zoning & Land Use RegulationsDart mouth P Land Development Applications a r Dr 1225 Rucker Road, Alpharetta, Georgia 34 Phone: (77) Jweitz@bellsouth.net Expert Testimony Public Policy Analysis h Ec City of Cumming, GA lk as e V ictori Trl a w Ne od W hill Rd ols Berryw o P has e kc Vic ar Ivey Trc e y Creek Ha Pl Daves Mixed Use: up to 3 units/acre cr Sh G len G ate Ct r as s ut Ln Morningside Dr le ern gbark W a 1 inch = 6 feet itt Feet Office Commercial Multi-Story w Id ha 5,6 B Northgate Pky S 4,2 Dr Dr ay dw P Trl af Pendley Rd 2,8 te er Ne Habe rs r le Northgate Ct μ bu Red m o n t Ct Ga Woodridge Ct on d Blv an eag ott Ci s Ln Haw Creek Dr Densmore Pl wy safra t ho r n C t H rd S as Dr st o re B uc G ran F k eek Haw Cr Ro na ld R fo Bu t Edge rk Pa o C Tulip Ln T rl w ood Lo ng 1,4 Fair v ie H Public Institutional ad ec Creek Dr Canon uls ey Office-Professional Rd ss t re Residential-3: 3 to 6 units/acre Cro lip Delo Ln Residential-2: 2.5 to 3 units/acre Commercial ly L n Tu Pl Johnsen Lake blol ha owler Rd Pe arl F Lo Residential-1A: 1.5 to 2.5 units/acre lls Rd ine Cir Haw Cree k Rd Glenwoo d m Ln ples Sam Grapev a sh Gat Nucko Pkwy F Residential-1: up to 1.5 units/acre es t or r ts D Heigh n rd on na yl a ld Haw Cre ek Virginia Burgun dy Dr Blvd Bordeaux Ro n H pd r Dr int e Po Highland Sanders Rd Ct oe C Re Cir ag an B ey Ell lvd Valley lk ak W ay ring O Sp Dr yth rs Fo e sid th Redi Rd Napa Fairway Ln Dr w air Cir d Cabernet Ct wa y Parks/Recreation/Conservation ay y wa Blv Rid g st re Fo n Ct ph yr Poplar Grove Ln d Blv ce la tp ke ar M Rd Valley C ircle No r Ln an Champagne Ct r b ara d Ba t Dr e Fa ir Tr ce R ir Fa sid Future Land Use m rd Da m CityLimits hil lc t ood Ct k W res Pa rk W ay lo w al Bufo Lakes H ol W rn da Streams and Rivers Pt Dogw ak F th d ge Th o Chablis Ct No r Trl Wicke r sh a m O Fo beri tgum Ze ha low Legend Ti m Swee Ct sh ge s er ch Ho e rs id Hab Maple Grove Ct M o n ar W il Brook Valle W oo d T rl R Oa k Ct wy ck t nt r kc ory Cv Hick Pin Dr d Briarw ew yc ce D Sto ne Sto n p Re bel R igh ge Way m es Ge org ia H r Ri d Ke R ore Leafm Bria r we Cr rm am Lo c Tim b d ng C t Fa sh Ov kr ree rk Ln d er Ke m n ll C Be e Pa Grov ar ab Lo Lake Forest Landing yl er b Greenfield Dr w Ho P e t t ath We rs Ct ec Ct fair m Wh it P Gre C h ickeri du Plz re Larry Mulkey Memorial Rd nd y kw bc nd Cla wa y4 ela Lak Le la Buford Dam Rd yc t n lto Be Ct l le T rl Va lle ts Sq Shillham Ct idge Dr kr Wo od chan Ridgefair Dr 7 Pa Moorings Way ake er L wy ta H Wo od n Atla M Valle Portico Ln a th Ct Deerborne Dr l sa Tattenhall Dr nr d Trl Dr Dr yr d n Trac se Sanders Rd so ek Mockingbird Ln ro e Dr hin Cre i Verde Glen Ln Hu tc Beacon Ridge ge Rid Timber Lake Trl Pri m Timber Wood Ct ag Jasmine Ct Cedar Springs Ct t Hutchinso tle Lit Dragonfly Ct Azalea Cir Mer ce e rry Ln Mable Lake Rd Timber Lake no li a Walk Tr l a ckb Rd M Bar Cur Ln Shamrock Dr Dr k Dr va nta ge P ar North Pkwy Wa y Pinehurst Rd Dr Bl Way Lake Alice y Sawmil l Branch r y Delfaire Trace Weham Ct D ve on Dr Werrington Dr S om er rd Da m am rd D r C rry Rd Bufo fo Bu sd Sawmill Co Old Corinth Rd rs Dr Rd n Iri ple Va ll e Ma Ro Flowe on Gle Run Woodland rk Rd r Rd ins r ed ch g illa C ol Amos Dr Cypress Ct nc e Allendale Dr Castleberry Indus trial Dr lie Bla Alice Pa udde ky rp Fe SR Mary re Dr se te r- a Cen Ct rk S d ho boar Starboard Way r ut d Ali S W ea m ha a rf ns d yv yr Lakeview Ln W alk er R err err s udd b tle tleb ek Rising Mist Ln in P cy s Ca H ta d Cambridg e D Lake C ente s Ca rk R C re ord Dr Pa Oxf rk rial Pa o o d Rd Ad l Blvd moria ans Me Dr ge id br w ust Ve ter Castleberry Village Cir Tr o Ind Dr Ca p lice Ln Camelot Way ry A Market Place Blvd Nan Ma NR se wc re e k L n b tle Dr Cir Village Enclave Ln Wiltshire Way s Ca lin Rd Orchard Cheroke e C h a Estates Path A ng ew mi ra ls L ak Chatta hooch ee P oin te Sk yline D r Meadow Dr ry er dg e ary Goldmine Rd Ba ld t ts er To lb t a la Ba ldri Ed gewate r Lakeview Trl d Blv Rid g er d Lynd r nd M P et rk ce M Dr Dr iew on ev d so Rd Ln Bald Ridge Rid g Trl Sawnee Trl er R Ja wk Trl Cove Tu rn d ds ar oo Trl nd T rl Hawk Creek Trl nt Atla gw side Cir Falcon Creek Trl l Do Wood la i ftwood Pinetree Dr Lake Eaglecreek Trl Rd N Hill St a R est H Big Creek Rollins Rd So bre u thez ec t Dr Ac res Rid ld Ba Ge org ia Hig h Park St k y err Oak l an d St Allen St ns ert rp le F Dr Lakes ide Trl P nie Pirk Pirkle Ferry Rd ve Dr To lb est rp Industrial Way Tro Shaffer Rd B ald Rid g e Marina Rd Allen St St For Bank Ave t e Pin te or La Ill M im Pil gr Mason St Sq Courthouse ir So cia lc Ea Ambulance Dr so n Pl Hillcrest Way Imperia l Ct St wy s t er n Maple St Mill Rd P o int Cir Bernice Dr Cir W Maple St e St Kelly Pi im Lakeside Trl Wa y Sie A ve School St Main St od Dr Spruc Ingram dd r Pine Dr h Bir c en Pl Jac k la n Short St et ard Samaritan Dr Summer Ln Dr Wo od n Dr Patt erson Rd St Wo odland D r Samarita xt eek Dogw nie Rd Tribb le Gap s S Hill St lebe ee Cr Pil gr ge Oakfield Ln ry ol l e Wildwo Cast Sawn ir Dr V i e w Dr ko t il nn sc Water cres t Dr wa y4 t a in Church lg Summerfield Dr La Camilla St Sonnett Dr d nr o un G arden C ro ssing Ln a m illia Waterbreeze Ct to Can H ic Wood s C nna des Peachtree Rd ir M Kn Sie Sw W Ridgecrest Ave Pine Lake Dr Hickory Ct ia ay South water Dr rp kw y Brooks Farm Dr Hickory Ridge Hickory Oak Hollow rce Po int E Dr h ill B ranc ym Kel le Elm St C M rg eo G Dr w r im ood sp Co No r th Ra m e y gh Hi 4 Pilg Blu ewat er C t 1th St rn er Me Pil gri m rners kw y ee Co Health Dr Sawn Blvd Dr Pine Lake w ill to n ners nee Cor ake Cir vie y Ann Ave 12th St 11th St Saw ke M n Ca ood Ln Pine C rest Dr La rim lg m gri Pil Wa Po pla r d lr Mil T rl l sp 13th St Ci r r Dr ha e V al l e y C t ts C 14th St le Dave Rd A ppl igh r Ct Pi He ed 15th St Ivy M ill i er ne Somerton Pl f Aquatic Cir Lan Sa w Blu Ln Cir C Juliette Ln Ivy ura od Dr La wo Parkside Walk n Pir kle Dr yt o Bro ok Pilgrim Mountain C ir Holly Trl w en Ct Bro ok Rd d View Dr Cir oo d Highlan Carlton A dair Gl Davis W a lk n Cir Laurel Ln a Ln n B lv d Dr Crain Dr Laur Bronze Oak Wa y n Dr Pir kle rn Stefa Grayso bu Mountain Fa ir Sawnee Dr Tiner Ct Pl Rd Greenw 16 Ivy L Dr B r o ok Rubble Rd Parks ide V illag e n Ve er e ov e Whispering Cir den C Dr Da hlo ne ga Hw y on Magnolia Pl Ca m ks Pine Ridge Dr d Mil to n Ja c Dr lr Mil Fincher Ct Old C o u n try Ca n ine ld m Mountain Side Dr Go Rd alk Eld e rb err y Ct Ha Trc wth e o rn e Brambletts W rim Pilg Rd Ridge Park Dr Jackson Ct Sawnee Meadow Ln ove y s uckle Ln ly C Hol Ho Towe Goldm ine Dr ne G Rid old ge en Ct Golden Ridge Cir Betti s Trib r Rd Cactus Ln Emerald Dr ble G ap Rd Cun n Gol de n Rid ge Ln t Dr ingh B en am Holly Branch Dr Buckeye St Buckeye S Barker Rd

197

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199 Silver City Community Frogtown Community ( 53 ( 4 ( 369 Matt Community ( 9 Chestatee Community ( 36 Heardsville Community Coal Mountain Community Hammond's Crossing Community ( 369 Ducktown Community Friendship Community ( 2 Cumming Drew Community ( 371 Haw Creek Community Midway Community ( 9 ( Dave's Creek Community 4 ( 2 ( 141 Sharon Community Brookwood Community Shakerag Community Future Development Map City of Cumming Regional Center Lakeside Residential Transitional Corridor Lake Sidney Lanier Employment Center River Residential Recreation Area Character Areas Major Highway Corridor Estate Residential Thoroughfare Development Corridor Business and Retail Parkway Corridor Suburban Living Conservation Area Neighborhood Center McFarland-Stoney Point LCI Suburban Attached Living Conservation Area Town Center Heavy Industrial Village Living Community Node "THE INFORMATION, CONTENT, AND SUBJECT MATTER INCLUDED ON THIS MAP HAS BEEN COMPILED FROM A VARIETY OF SOURCES, AND IS SUBJECT TO CHANGE WITHOUT NOTICE AS A RESULT OF UPDATES, REVISIONS, AND CORRECTIONS. FORSYTH COUNTY MAKES NO WARRANTIES, REPRESENTATIONS OR ENDORSEMENTS, WHETHER EXPRESS OR IMPLIED, AS TO THE ACCURACY, COMPLETENESS, TIMELINESS, OR RIGHTS TO THE USE OF SUCH INFORMATION, AND EXPRESSLY DISCLAIMS ALL SUCH WARRANTIES OF ANY KIND, INCLUDING, AND NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. FORSYTH COUNTY SHALL NOT BE LIABLE FOR ANY GENERAL, SPECIAL, DIRECT, INDIRECT, NOMINAL, EXEMPLARY, OR CONSEQUENTIAL DAMAGES, INCLUDING, AND NOT LIMITED TO, LOST REVENUES, LOST PROFITS, OR MONETARY LOSSES OF ANY KIND ARISING OR RESULTING FROM THE RELIANCE UPON, USE, MISUSE, OR INABILITY TO USE THIS MAP OR THE INFORMATION, CONTENT, OR SUBJECT MATTER INCLUDED ON THIS MAP. ANY SALE OF THIS MAP OR INFORMATION CONTAINED ON THIS MAP IS EXPRESSLY PROHIBITED EXCEPT BY WRITTEN PERMISSION OF FORSYTH COUNTY." PATH: S:\7_long_range_planning\Comp Plan Full Update \Future Development Map\Current FDM\Future Development Map.mxd Miles 3 Character Areas Adopted: March 15, 212 Coordinate System: State Plane, Georgia West FIPS 12 Feet - U.S. Survey Projection: Transverse Mercator Datum: North American Datum of 1983 Map Printed On: 4/4/12

200 Cumming Future Land Use (24-225) Miles 3 Road Low Density Residential ( ~ 1.5 units per acre) Activity Center Major Road Medium Density Residential ( 1.5 ~ 2.5 units per acre ) Public/Institutional Georgia 4 Highway High Density Residential ( 2.5 ~ 6 units per acre ) Public Park River/Stream General Commercial Private Park Lake Lanier Corridor Transitional Transportation/Communication/Utilities City Boundary Neighborhood Commercial Conservation County Boundary Industrial Conservation Streambuffer Commercial Node Landfill Metropolitan River Protection Act 2-foot Corridor "THE INFORMATION, CONTENT, AND SUBJECT MATTER INCLUDED ON THIS MAP HAS BEEN COMPILED FROM A VARIETY OF SOURCES, AND IS SUBJECT TO CHANGE WITHOUT NOTICE AS A RESULT OF UPDATES, REVISIONS, AND CORRECTIONS. FORSYTH COUNTY MAKES NO WARRANTIES, REPRESENTATIONS OR ENDORSEMENTS, WHETHER EXPRESS OR IMPLIED, AS TO THE ACCURACY, COMPLETENESS, TIMELINESS, OR RIGHTS TO THE USE OF SUCH INFORMATION, AND EXPRESSLY DISCLAIMS ALL SUCH WARRANTIES OF ANY KIND, INCLUDING, AND NOT LIMITED TO, IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. FORSYTH COUNTY SHALL NOT BE LIABLE FOR ANY GENERAL, SPECIAL, DIRECT, INDIRECT, NOMINAL, EXEMPLARY, OR CONSEQUENTIAL DAMAGES, INCLUDING, AND NOT LIMITED TO, LOST REVENUES, LOST PROFITS, OR MONETARY LOSSES OF ANY KIND ARISING OR RESULTING FROM THE RELIANCE UPON, USE, MISUSE, OR INABILITY TO USE THIS MAP OR THE INFORMATION, CONTENT, OR SUBJECT MATTER INCLUDED ON THIS MAP. ANY SALE OF THIS MAP OR INFORMATION CONTAINED ON THIS MAP IS EXPRESSLY PROHIBITED EXCEPT BY WRITTEN PERMISSION OF FORSYTH COUNTY." Production: Forsyth County Department of Geographic Information Services 9/4/8 -

201