FINAL CITY OF WINTER HAVEN

Transcription

1 POLK COUNTY COMPREHENSIVE WATER SUPPLY PLAN FINAL CITY OF WINTER HAVEN Prepared For: Polk County, FL Prepared By: Reiss Engineering 21 3 rd st NW Winter Haven, Florida REI Project No July 2009

2 TABLE OF CONTENTS 1.0 City of Winter Haven Introduction Background Inventory of Public Water Supply Facilities Potable Water Infrastructure Reclaimed Water Infrastructure Population and Water Demand Projections Future Water Supply Plans Options for Additional Water Supply Local Sources Conservation Reclaimed Water Surface Water Groundwater Regional Sources Peace River Southeast Wellfield Implementation Considerations Sample Implementation Plan i

3 TABLES Table 1-1: City of Winter Haven Potable Water Supply Facilities... 5 Table 1-2: City of Winter Haven Wastewater Treatment Facilities and Reuse... 6 Table 1-3 SWFWMD: City of Winter Haven Population and Water Demand Projections... 7 Table 1-4: City of Winter Haven Wastewater and Reclaimed Flow Projections... 8 Table 1-5: Local Water Supply Options Table 1-6: Conservation Analysis Options Table 1-7: Conservation Analysis Sample Programs Table 1-8: Agricultural Well Permitted and Pumped Quantities Table 1-9: Regional Water Supply Options ii

4 FIGURES Figure 1-1: Water Management Districts in Polk County... 2 Figure 1-2: Winter Haven Service Area... 4 Figure 1-3: Supply and Demand Curve... 7 Figure 1-4: Winter Haven Land Use Transition Map Figure 1-5: Conceptual Implementation Plan iii

5 1.0 CITY OF WINTER HAVEN 1.1 Introduction One of Polk County s, and its local governments primary goals is to provide safe, reliable, and sustainable water, wastewater, and reclaimed water service to their existing and future customers. Historically, Polk County and the 17 local governments have provided potable water for both domestic use and irrigation, by drawing their water supply from Upper Floridan aquifer (UFA) groundwater wells. However, it is anticipated that public water demands in Polk County will increase significantly in the next 20 to 30 years. Furthermore, the Florida Legislature requires water supply planning where traditional sources of water are not adequate for the planning period to supply water for all reasonable-beneficial uses and to sustain the water resources and related natural systems ( (1), Florida Statutes (F.S.)). This Statute is reinforced by the regional water supply plans published by the South Florida Water Management District (SFWMD) and Southwest Florida Water Management District (SWFWMD). In general, the WMDs have jointly concluded that the traditional groundwater sources in Central Florida are not sustainable at projected demand levels and, as such, will not be able to provide sufficient quantities to meet future demands. Therefore, there is an immediate need to investigate, develop and implement alternative and supplemental water supplies; as well as continue aggressive conservation measures and the use of reclaimed water. Alternative water supply sources are applicable within the SWUCA, and are defined as saltwater; brackish surface and ground water; surface water captured predominantly during wet-weather flows; sources made available through the addition of new storage capacity for surface or ground water; water that has been reclaimed after one or more public supply, municipal, industrial, commercial, or agricultural uses; the downstream augmentation of water bodies with reclaimed water; stormwater; and any other water supply source that is designated as non-traditional for a water supply planning region in the applicable regional water supply plan. (SWFWMD Form, 2007) CFCA definitions allocate supplemental water supplies as surface water, stormwater, saltwater, and brackish groundwater if it can be developed without causing harmful impacts from cumulative groundwater withdrawals. (SFWMD, et. al. 2007) The WMDs are limiting groundwater allocation in the CFCA to a level equivalent to meet the projected 2013 demands, and thus are setting the time frame necessary to implement supplemental water supply projects to meet future demands. It is important to note for those portions of Polk County that fall within the SWUCA, previously established permitting rules supersede those developed for the current CFCA rules. A figure illustrating the SWUCA and CFCA within Polk County is shown in Figure

6 Figure 1-1: Water Management Districts in Polk County Based on the growing potable water demand, and the current surface water recovery strategies being implemented to recover MFLs within Polk County, the development of a plan for identifying and developing future water sources must address many constraints and overcome both technical and political challenges. Given these numerous and conflicting controls, the water supply planning effort will be complex, involving multiple elements ranging from water quality, water treatability, cost-effectiveness, and protection of the environment to inter-district coordination, cooperative regional water supply alternatives, and permitting challenges. To meet these needs, Polk County, in a cooperative effort with both the Southwest Florida Water Management District and the South Florida Water Management District has been developing a comprehensive Water Supply Plan to identify and quantify viable additional public water supply sources, particularly alternative water supply sources, as needed to meet the future potable water and non-potable water needs of various public utility systems within Polk County. This process has included investigation of multiple water resources including ground water, surface water, reclaimed water, storm water and other means of providing adequate water services to future residents within Polk County. The process of exploring alternative water supplies was developed to recognize and to develop strategies to overcome the various technical, economic, environmental, jurisdictional and regulatory factors that may impact development of these new sources. This water supply planning effort first included the identification, quantification and confirmation of the types and quantities of new water supply that can be developed, and then addresses aligning the sources with prospective water supply partners. The final product is a list of water supply alternatives, and a comprehensive plan for the adequate and sustainable provision of water supply over the course of the planning period. The City of Winter Haven, as one of the 17 local governments, was specifically analyzed as part of the overall water supply 2

7 planning efforts. This section addresses general as well as specific options for which the City of Winter Haven could potentially implement as needed to meet their future water supply needs. 1.2 Background The City of Winter Haven is located in the central portion of Polk County about 14 miles east of Lakeland and 44 miles east of Tampa with a total population of 71,262 residents (SWFWMD 2007 Public Supply Per Capita Water Use Survey). The City of Winter Haven is located within the Southwest Florida Water Management District s boundary (SWFWMD) and the Southern Water Use Caution Area (SWUCA). Winter Haven is bordered by the Polk County Utilities (PCU): Central Regional Utilities Service Area (CRUSA), as well as the service areas of several local governments including Eagle Lake, Lake Wales, Dundee, Lake Hamilton, Haines City, Lake Alfred and Auburndale (refer to Figure 1-2) Inventory of Public Water Supply Facilities Winter Haven currently owns and operates potable water, wastewater and reclaimed water systems, which consist of eleven water treatment facilities, two wastewater treatment facilities and all associated collection, transmission and distribution infrastructure Potable Water Infrastructure Winter Haven s current potable water supply is traditional groundwater withdrawn from the Floridan aquifer through twenty two wells in nine wellfield sites, and treated at the eleven water treatment facilities (Table 1-1). Independent storage and high-service pumping facilities are utilized at Winter Haven s water treatment plants. Withdrawal from the Floridan aquifer is limited by the City of Winter Haven s water use permit (WUP) issued by SWFWMD. The current water use permit, which allows Winter Haven to pump MGD on an annual average daily demand (AADD) basis, and MGD for the maximum month, will expire on July 27, According to the City of Winter Haven, water use can be characterized as 61.2% residential, 29.7% industrial/commercial, 2.9% nonresidential recreational/aesthetic, 0.5% fire flow and other accounted for uses, with 5.7% of unaccounted for water use. 3

8 ²! «11! «13! «2! «3! «1! «4! «5! «6! «7! «8! «9! «10! «12 LEGEND Polk County Line Winter Haven Service Area LEGEND! 1, 3rd Street WTP! 2, Inwood WTP! 3, Fairfax WTP! 4, Callen WTP! 5, Eloisewood WTP! 6, Garden Grove East WTP! 7, Summer Haven WTP! 8, Cypresswood WTP! 9, Winterset WTP! 10, Winterset Gardens! 11, Ridge Vo-Tech WTP! 12, Winter Haven WWTP #3! 13, Winter Haven WWTP #2 Polk County Comprehensive Water Supply Plan Winter Haven Service Area FIGURE 1-2

9 Table 1-1: City of Winter Haven Potable Water Supply Facilities Treatment Plant Design Capacity (MGD) Maximum Month Demand (MGD) Average Daily Demand (AADD-MGD) Facility Name Fairfax WTP rd Street Water Plant Winterset Gardens WTP Winterset WTP Inwood Water Plant Garden Grove East WTP Ridge VO Tech WTP Callan WTP Eloise Wood WTP Cypresswood WTP Summer Haven WTP *2006 Water Treatment Facilities Data. Winter Haven currently has an interconnect with the City of Lake Wales. The City recognizes that future interconnections will be necessary for water supplies in the case of development of regional water supplies. The City of Winter Haven has planned a future interconnection with the City of Auburndale. Other planned interconnections include County Road 559 interconnect with the Town of Dundee Reclaimed Water Infrastructure The City of Winter Haven wastewater system consists of a collection system, lift stations and transmission mains, as well as two wastewater treatment facilities (WWTFs), one of which provides treated wastewater effluent for reuse. The City s wastewater treatment effluent disposal capacities include: 0.40 MGD Golf Course Irrigation 0.20 MGD Sprayfield 0.50 MGD Agricultural and Recreational/Aesthetic 0.46 MGD Other Public Access Areas 0.09 MGD Public Access Irrigation 0.75 MGD Industrial Sprayfield 5.00 MGD Surface Water Winter Haven WWTF #2 provides 0.74 MGD of public access reuse to Tilden Grove, Rolling Hills Cemetery, Willowbrook and Lake Region Golf Courses, the Gates of Lake Region subdivision and additional areas. The reuse water provided by Winter Haven s WWTF #2 offsets potable water demands. A summary of Winter Haven s wastewater treatment facilities and reuse applications is shown in Table

10 Table 1-2: City of Winter Haven Wastewater Treatment Facilities and Reuse WWTF Name Winter Haven WWTF #3 Winter Haven WWTF #2 Permitted WWTF Capacity (MGD) Actual WWTF Flow (MGD) Disposal (MGD) 3.85 Surface Water 0.20 Sprayfield Reclaimed Water Utilization (MGD) Public Supply Offset (MGD) Private Supply Offset (MGD) Golf Course Irrigation, 0.24 Agricultural and Recreational/Aesthetic, 0.11 Other public access areas, 0.07 Public supply irrigation Note: Information based on the SWFWMD Revisions to "FDEP Reuse Inventory" Population and Water Demand Projections The City of Winter Haven currently has a population of approximately 71,262 within a 65 square mile service area. Despite the recent slowing of the housing market; the City anticipates an increase in population growth over the 2030 planning period. The projected population and water estimates are provided in Table 1-3. The SWFWMD has accepted an alternative method from the City of Winter Haven for calculating the City s demands. The demands in Attachment 1 reflect The City of Winter Haven's projections, seeing as the City provided SWFWMD with an acceptable methodology for future demands during the water use permit renewal evaluations and Central Florida Coordination Area Planning evaluations. 6

11 Table 1-3 SWFWMD: City of Winter Haven Population and Water Demand Projections Year Service Area Population Permitted AADD Withdrawal (MGD) Water Demand AADD Projections (MGD) Water Supply Deficit (-) or Surplus (MGD) , , , , , , *Actual 2007 Service Area Population and actual Water Demand / Withdrawal as provided by the City of Winter Haven to the SWFWMD in the 2007 Public Supply Per Capita Water Use Survey. **SWFWMD Permitted AADD Withdrawal from 2010 to *** From SWFWMD Population & Water Demand Projections (Appendix C) Winter Haven Annual Average Demand (mgd Water Supply Needs Exceed Estimated Water 2.0 Demands Time (yr) Water Demand/Need Current Permitted Water Supply Figure 1-3: Supply and Demand Curve Winter Haven s average daily flow of raw water pumpage, which excludes imports, exports, and treatment losses, was MGD in 2007 which leaves MGD of additional flow. The City of Winter Haven is currently in the process to modifying its current water use permit for an 7

12 increase in water supply. Winter Haven s current permitted capacity of MGD and the projected 2030 water demands show Winter Haven is in a deficit of potable water supply of MGD. Based on the population increase projections, the wastewater flow projections were calculated to predict future reclaimed water supplies available for potential public supply offsets (Table 1-4). The available wastewater flow for reuse per year is found by subtracting the reclaimed water utilization from the projected wastewater flows. The projected available reuse flows can be used to offset a utility s future water supply needs, unless the flows have already been reserved. The City of Winter Haven has currently converted WWTF #3 into an advanced wastewater treatment facility. Potential reuse projects, future offsets, and reductions in future available wastewater flows have not been calculated. The facility may serve Winter Haven residents with reuse when further upgrades are completed. The City of Winter Haven also plans to connect additional customers to the WWTF #2 public access reuse system, providing customers with an additional 1.21 MGD of reuse. Planned water supply projects have been addressed for further capacity for the Winter Haven area within this plan. Table 1-4: City of Winter Haven Wastewater and Reclaimed Flow Projections Year Service Area Population Projected Wastewater Flow (MGD) Available Wastewater Flow for Reuse (MGD) , , , , , , Note: The projected wastewater flow is found by multiplying the population by 84 gpd; 84 gpd estimate includes a variety of data including the following. A. The national average residential wastewater flow per person is 69.3 gpd (Handbook of Water Use and Conservation by Amy Vickers, 2001). B. Business and industry (ICI) wastewater inputs vary by locale. Note: The Available Wastewater Flow for Reuse is found by subtracting a utilities 2006 reclaimed water utilization (MGD) and planned reclaimed water projects (MGD) from the Projected Wastewater Flow (MGD) (SWFWMD, "2006 Northern SWUCA Reclaimed Information") Note: This assumes only future developments to be on served by centralized sewer (no sewer retrofits for septic) Future Water Supply Plans Winter Haven utilizes hydraulic modeling programs to estimate current conditions in the City s water and wastewater distribution systems. The City also uses the model to predict future flow conditions. Water Treatment Facilities were evaluated based on the ability to provide needed capacity and pressure. Hydraulic modeling simulation scenarios were used to evaluate and verify recommendations for future improvements to the water and wastewater systems. 8

13 As a result of the hydraulic modeling analysis the City of Winter Haven plans to upgrade its piping system in several locations. Upgrades to the Fairfax, Inwood, Ridge Vo-Tech, Third Street and Cypresswoods water treatment plant high service pumping systems will occur in A plant expansion to the Winterset Gardens water treatment plant will occur in Additional upgrades to the Fairfax high service pumping system and Winterset high service pumping system WTP will occur in Winter Haven plans to design and construct three additional treatment plants by 2025 to sustain additional water supply needs. The City has also investigated the potential for a regional water treatment plant. The regional water treatment plant would use the wells from the Cypresswoods, Summer Haven, Garden Grove East and Orchid Springs for supply. The treatment facilities would be removed from service, in-turn saving operation and maintenance costs. The City of Winter Haven plans for future expansions of the reuse system to occur in the southeastern areas of the City s service area. The City currently has an ordinance requiring all new developments to install reclaimed water mains as part of their infrastructure within reclaim planning areas. Wastewater Treatment Plant #3 will be converted to an advanced wastewater treatment facility at the end of 2008, with reuse becoming available by The City expects an additional 2,500 residences to connect to reuse for irrigation. The City will continue to evaluate the potential to mitigate new groundwater supplies from retired agricultural WUPs, as abandoned agricultural lands are scheduled to be developed as residential or commercial areas. This land use transition water supply option will be addressed in more detail in later sections of this plan. The City is actively pursuing water conservation programs including providing water conservation retrofit kits with low flow showerheads, faucet aerators, leak detection tablets and other water conserving devices. The City also is enforcing building codes requiring low water use fixtures and developing Florida-friendly landscaping requirements. Other conservation programs include; rain and soil moisture sensor rebates, water conserving toilet rebates, pre-rinse spray valve replacements, education and public awareness, residential and commercial audit program, water CHAMP program, and reduction of unaccounted for water through installation of automatic meter readers. Winter Haven estimated that implementation of these efforts will save an estimated 1.6 million gallons of water on a daily basis, which represents 12% of the City s projected new water needs through The City currently abides by the watering restrictions set forth by the SWFWMD and enforces these restrictions through the code enforcement/police department. 1.3 Options for Additional Water Supply Local Sources As noted above, the City of Winter Haven has a predicted water supply short-fall of approximately MGD in the year 2030 (SWFWMD, March 2009). For the City of Winter Haven to meet their water supply needs, implementation of new water supply options must begin prior to the year in which a deficit occurs. The following paragraphs discuss the various water supply options available to the City of Winter Haven (Table 1-5). These options have been 9

14 identified as part of the 2009 PCCWSP and therefore do not include new permitted use for the UFA. The following water supply options will be discussed by category (conservation, reclaimed water, surface water, groundwater, regional water supply). 10

15 Table 1-5: Local Water Supply Options City of Winter Haven Current WUP Capacity mgd Projected 2030 Demand mgd Deficit (in 2030) mgd Optional Categories Estimated Quantity (mgd) Estimated Range (mgd) Estimated Costs $/ 1000 gal Conservation mgd $0.65 Reclaimed mgd $1.50 Land Use Transition mgd $0.74 Lower Floridan mgd $2.59 Regional Sources 6 Estimated Optional Categories Subtotal Surplus/Deficit with Optional Categories (2030) (1) Projections provided by SWFWMD (March 2009) (2) The range of water demand reduction quantities for conservation were estimated as part of the 2009 Polk County Comprehensive Water Supply Plan by utilizing a variety of programs with participation rates varying from 5% to 50%. The estimated water supply quantity, as shown in the table above, is based on an assumed overall participation rate of 23% (3) The range of water demand reduction quantities for reclaimed water were calculated using the SWFWMD Population Projections multiplied by 84 gpcd, estimated low range is 50% utilization of the estimated available wastewater for reclaimed water use, times, 50% efficiency. The upper range is 75% utilization of the available wastewater for reclaimed water use, times, 75% efficiency. The estimated water supply quantity, as shown in the table above, is based on the assumption that the projected increase in wastewater will be used to offset future potable water demands. The estimated quantity is the average between the estimated high and low range of utilization of available wastewater for reclaimed water use. The estimated quantity is based on 75% efficiency due to the SWFWMD's requirements for a 20 year permit. (4) The range of water supply quantities which may be available as a result of land use transitions was calculated using a range of 5% to 30% of the 10-year historical usage of agricultural, mining, industrial/commercial wells in the service area. The estimated quantity as shown in the table above is an assumed acreage conversion value of 15% which is based on historical trends. This land use transition process is only applicable for utilization of water from the Upper Floridan aquifer if mitigation is needed due to predicted adverse impacts. The estimated quantity and range include the unincorporated areas within the Polk County region. (5) The range of water supply quantities for Lower Floridan Blending was calculated using a range of 5% to 20% of the current permitted capacity and assumed Lower Floridan Aquifer quality. The estimated water supply quantity, as shown in the table above, was assumed to be 10% of the current permitted supply quantity for the service area. (6) Specific water supply quantities for regional sources have not been determined at this time. Refer to the text in subsection 5.4 related to regional water supply sources for overall project quantity estimates. mgd mgd 11

16 Conservation Projected growth and associated increased potable water demands have led to growing concerns about the sustainable use of treated groundwater resources in Florida, and have driven communities to focus on the potential and importance of conservation for water savings. Current efforts by a number of local governments pertaining to water conservation have generally centered on educating potable water customers on the efficient water use through various conservation methods or measures. While education based water conservation initiatives are an extremely important element of any conservation plan, quantifying the potable water savings directly due to public outreach efforts can be challenging. As such, communities must move well beyond education programs to implement measures which will cost-effectively improve reductions in water demands. The ability to quantify conserved water is critical when developing a comprehensive regional water supply plan. The objective of this portion of the Polk County Comprehensive Water Supply Plan was to identify potential, quantifiable impacts on potable water consumption for various water conservation methods if applied to the specific local governments located within Polk County. Prior to the detailed evaluation of potential conservation measures, several relevant studies were examined in detail, including: Southwest Florida Water Management District s Regional Water Supply Plan Tampa Bay Water - Compilation of Members Five Year Conservation Plans 2005 Heartland Water Alliance Phase I; II & III Water Supply Plan 2007 Polk County Local Governments Utilities Phase I & II County Wide Water Supply Plan. These studies aided the Polk County Comprehensive Water Supply Plan Team in developing a long list of conservation methods for further evaluation and consideration (2009 PCCWSP Appendix A). The long list consisted of many conservation approaches utilized by a wide range of utilities. From the long list of conservation items, several projects were selected to undergo more detailed analyses based on permittability, additional benefit, implementation time, cost effectiveness, water savings and the ability to quantify future savings. Potential conservation measures were evaluated for individual water savings potential and cost effectiveness, with the majority of projects implemented on a voluntary basis. The voluntary nature of these measures was addressed through the inclusion of individual participation factors, which were customized to the communities and the specific conservation program. From this evaluation, specific conservation measures for each local government s utility service area were selected for the detailed analysis. Through the efforts of this study, the estimated quantity of water savings for the City of Winter Haven could potentially be as much as MGD, based on an assumed average participation rate of 23 percent (SWFWMD, 2009). Apparently, if higher participation rates are achieved, additional water savings can be realized. 12

17 Polk County Comprehensive Water Supply Plan Winter Haven-Options Rebate/ Purchase cost per Water savings per year per No. of years Life of implemented No. accounts targeted 4 Potable Flow Savings (mgd) 5 Capital Cost ($) 6 Cost at Rated Capacity ($/Kgal) Conservation Program account 1 account 2 Measure % 50% 23% 5% 100% 50% 23% 5% 100% 50% 23% 5% 100% 50% 23% 5% Plumbing Retrofit Program A $30 4, ,067 13,534 6,225 1, $830,010 $424,005 $201,162 $52,601 $0.26 $0.26 $0.28 $0.29 ULV Toilets-SF A $100 9, ,646 11,323 5,209 1, $2,282,640 $1,150,320 $535,267 $125,232 $0.40 $0.40 $0.41 $0.42 ULV Toilets-MF A $100 9, ,421 2,210 1, $454,080 $233,040 $113,078 $33,104 $0.39 $0.40 $0.45 $0.48 ULV Toilets-Non Res A $100 13, ,520 1, $364,032 $188,016 $92,367 $28,602 $0.29 $0.30 $0.34 $0.37 Dual-Flush Toilets-SF A $175 13, ,646 11,323 5,209 1, $3,981,120 $1,999,560 $925,918 $210,156 $0.48 $0.48 $0.49 $0.49 Dual-Flush Toilets-MF A $175 25, ,421 2,210 1, $785,640 $398,820 $189,337 $49,682 $0.26 $0.26 $0.28 $0.29 Dual-Flush Toilets-Non Res A $175 21, ,520 1, $628,056 $320,028 $153,093 $41,803 $0.30 $0.31 $0.34 $0.35 Ultra Low Volume Urinals B $100 25, , $125,677 $67,839 $34,146 $11,684 $0.42 $0.44 $0.54 $0.61 Waterless Urinals B $200 42, , $239,354 $124,677 $60,291 $17,368 $0.49 $0.50 $0.56 $0.60 High Efficiency Clothes Washer-SF C $125 5, ,867 17,433 8,019 1, $4,376,324 $2,197,162 $1,016,815 $229,916 $2.14 $2.15 $2.18 $2.20 High EfficiencyClothes Washer-MF C $125 3, ,806 3,403 1, $868,788 $437,394 $207,081 $53,539 $3.26 $3.27 $3.49 $3.64 High EfficiencyClothes Washer-Non Res C $ , $138,552 $69,776 $35,337 $12,378 $0.17 $0.17 $0.21 $0.24 ICI Spray Valve Replacement D $75 98, $34,775 $22,888 $13,468 $7,189 $0.10 $0.11 $0.21 $0.27 ICI Assessments E $4, , ,358 2,679 1, $21,449,060 $10,727,530 $4,940,544 $1,082,553 $0.48 $0.48 $0.49 $0.49 Rain Sensor Shut-off Devices F $75 10, ,423 16,712 7,687 1, $2,524,725 $1,271,363 $590,947 $137,336 $0.72 $0.72 $0.74 $0.75 Soil Moisture Shut-off Devices F $125 10, ,423 16,712 7,687 1, $4,195,875 $2,106,938 $975,311 $220,894 $1.19 $1.19 $1.21 $1.22 Outdoor Water Conservation-Res G $300 77, ,155 15,077 6,936 1, $9,064,429 $4,541,215 $2,095,079 $464,321 $0.40 $0.40 $0.40 $0.40 Outdoor Water Conservation-Non Res G $ , , $462,052 $236,026 $111,512 $28,503 $0.20 $0.20 $0.21 $0.22 Large Landscape Assessment H $ , $45,449 $25,725 $15,073 $7,972 $0.63 $0.67 $1.15 $ Rebate/Purchase cost per account may vary on the aggressivness of the program, costs per account are based on research and typical rebate amounts 2 Water savings per year per account from SWFWMD 2006 Regional Water Supply Plan, The Potable Water Conservation BMP's for Tampa Bay - Sept '04 (TBW), The Handbook of Water Conservation by Amy Vickers - Waterplow Press 3 No of years based on a typical water supply planning period of 20 years and the life of measure from manufacturer's recommendations 4 No. accounts targeted based on variable participation rates of 100% 50% & 5%; Estimations based on GIS parcel and housing information from the Polk County Property Appraiser; US Census Bureau; SWFWMD Public Water Supply Per Capita Water Use Survey ( A ) # of Accounts for Toilet Rebates and plumbing retrofit kits is based upon pre-1995 homes found using the Polk County Property Appraisers information and the 2007 SWFWMD Public Supply Per Capita Water Use Survey ( B ) # of Accounts for Waterless and ULV Urinals is based on the total number of commercial facilities based on the 2007 SWFWMD Public Supply Per Capita Water Use Survey ( C ) # of Accounts for High Efficiency Clothes Washers found using US Census bureau information;2007 SWFWMD Public Water Supply Per Capita Water Use Survey; Increase in population based on 2009 SWFWMD Population Estimations ( D ) # of Accounts for ICI spray valve replacements found from Polk County Property Appraisers parcel information and 2007 SWFWMD Public Water Supply Per Capita Water Use Survey; ( E ) # of Accounts for ICI Assessment based on total number of Industrial Commercial and Institutional facilities in a service area from the 2007 SWFWMD Public Water Supply Per Capita Water Use Survey; Increase in population based on 2009 SWFWMD Population Estimations ( F ) # of Accounts for Rain Sensor and Soil Moisture Sensor based on the total number of accounts for SF, MF, and Non-Res from the 2007 SWFWMD Public Water Supply Per Capita Water Use Survey; Increase in population based on 2009 SWFWMD Population Estimations; Percentage irrigating found using Polk County Property Appraiser Information and the Florida Water ( G ) # of Accounts for Outdoor Water Conservation SF, MF, and Non-Res from the 2007 SWFWMD Public Water Supply Per Capita Water Use Survey; Increase in population based on 2009 SWFWMD Population Estimations;Percentage irrigating found using Polk County Property Appraiser Information and the Florida Water Rates Evaluation of Single-Family Homes - July 13, ( H ) # of Accounts for Large Landscape Customers from the Agricultural Section of the 2007 SWFWMD Public Water Supply Per Capita Water Use Survey 5 Potable Flow Savings is calculated by multiplying # of participating accounts by the water savings rate per year 6 Equipment Fee, Research and Development, and training is based on " Development of Water Conservation Options for Non-Agricultural Water Users ", Southwest Florida Water Management District & Ayres Associates, August 2000;Each project was calculated seperatley by amoritizing at 8% interest for the life of the program (the total cost at a rated capacity used the total capital costs and savings amoritized over the average years implemented for all projects) R:\Projects\8501-Polk County Water Supply\Study-Report\Final_Report\Conservation\Appendices\Appendix B\Winter Haven Conservation Rebate Calculator

18 Polk County Comprehensive Water Supply Plan Winter Haven-Programs Rebate/ Purchase cost per Water savings per year per Life of No. of years implemented No. accounts targeted 4 Potable Flow Savings (mgd) 5 Capital Cost ($) 6 Cost at Rated Capacity ($/Kgal) Conservation Program account 1 account 2 Measure % 50% 23% 5% 100% 50% 23% 5% 100% 50% 23% 5% 100% 50% 23% 5% Plumbing Retrofit Program A $30 4, ,067 13,534 6,225 1, $830,010 $424,005 $201,162 $52,601 $0.26 $0.26 $0.28 $0.29 ULV Toilets-SF A $100 9, ,646 11,323 5,209 1, $2,282,640 $1,150,320 $535,267 $125,232 $0.40 $0.40 $0.41 $0.42 ULV Toilets-MF A $100 9, ,421 2,210 1, $454,080 $233,040 $113,078 $33,104 $0.39 $0.40 $0.45 $0.48 ULV Toilets-Non Res A $100 13, ,520 1, $364,032 $188,016 $92,367 $28,602 $0.29 $0.30 $0.34 $0.37 Ultra Low Volume Urinals B $100 25, , $125,677 $67,839 $34,146 $11,684 $0.42 $0.44 $0.54 $0.61 High Efficiency Clothes Washer-SF C $125 5, ,867 17,433 8,019 1, $4,376,324 $2,197,162 $1,016,815 $229,916 $2.14 $2.15 $2.18 $2.20 High EfficiencyClothes Washer-MF C $125 3, ,806 3,403 1, $868,788 $437,394 $207,081 $53,539 $3.26 $3.27 $3.49 $3.64 High EfficiencyClothes Washer-Non Res C $ , $138,552 $69,776 $35,337 $12,378 $0.17 $0.17 $0.21 $0.24 ICI Spray Valve Replacement D $75 98, $34,775 $22,888 $13,468 $7,189 $0.10 $0.11 $0.21 $0.27 Rain Sensor Shut-off Devices F $75 10, ,423 16,712 7,687 1, $2,524,725 $1,271,363 $590,947 $137,336 $0.72 $0.72 $0.74 $0.75 Outdoor Water Conservation-Res G $300 77, ,155 15,077 6,936 1, $9,064,429 $4,541,215 $2,095,079 $464,321 $0.40 $0.40 $0.40 $0.40 Outdoor Water Conservation-Non Res G $ , , $462,052 $236,026 $111,512 $28,503 $0.20 $0.20 $0.21 $0.22 TOTAL= $20,697,000 $10,416,000 $4,846,000 $1,132,000 $0.53 $0.53 $0.55 $ Rebate/Purchase cost per account may vary on the aggressivness of the program, costs per account are based on research and typical rebate amounts 2 Water savings per year per account from SWFWMD 2006 Regional Water Supply Plan, The Potable Water Conservation BMP's for Tampa Bay - Sept '04 (TBW), The Handbook of Water Conservation by Amy Vickers - Waterplow Press 3 No of years based on a typical water supply planning period of 20 years and the life of measure from manufacturer's recommendations 4 No. accounts targeted based on variable participation rates of 100% 50% & 5%; Estimations based on GIS parcel and housing information from the Polk County Property Appraiser; US Census Bureau; SWFWMD Public Water Supply Per Capita Water Use Survey ( A ) # of Accounts for Toilet Rebates and plumbing retrofit kits is based upon pre-1995 homes found using the Polk County Property Appraisers information and the 2007 SWFWMD Public Supply Per Capita Water Use Survey ( B ) # of Accounts for Waterless and ULV Urinals is based on the total number of commercial facilities based on the 2007 SWFWMD Public Supply Per Capita Water Use Survey ( C ) # of Accounts for High Efficiency Clothes Washers found using US Census bureau information;2007 SWFWMD Public Water Supply Per Capita Water Use Survey; Increase in population based on 2009 SWFWMD Population Estimations ( D ) # of Accounts for ICI spray valve replacements found from Polk County Property Appraisers parcel information and 2007 SWFWMD Public Water Supply Per Capita Water Use Survey; ( F ) # of Accounts for Rain Sensor and Soil Moisture Sensor based on the total number of accounts for SF, MF, and Non-Res from the 2007 SWFWMD Public Water Supply Per Capita Water Use Survey; Increase in population based on 2009 SWFWMD Population Estimations; Percentage irrigating found using Polk County Property Appraiser Information and the Florida Water ( G ) # of Accounts for Outdoor Water Conservation SF, MF, and Non-Res from the 2007 SWFWMD Public Water Supply Per Capita Water Use Survey; Increase in population based on 2009 SWFWMD Population Estimations;Percentage irrigating found using Polk County Property Appraiser Information and the Florida Water Rates Evaluation of Single-Family Homes - July 13, 5 Potable Flow Savings is calculated by multiplying # of participating accounts by the water savings rate per year 6 Equipment Fee, Research and Development, and training is based on " Development of Water Conservation Options for Non-Agricultural Water Users ", Southwest Florida Water Management District & Ayres Associates, August 2000;Each project was calculated seperatley by amoritizing at 8% interest for the life of the program (the total cost at a rated capacity used the total capital costs and savings amoritized over the average years implemented for all projects) R:\Projects\8501-Polk County Water Supply\Study-Report\Final_Report\Conservation\Appendices\Appendix B\Winter Haven Conservation Rebate Calculator

19 Reclaimed Water Reclaimed water produced at the wastewater treatment plant(s) within the City of Winter Haven could be used as an alternative source of water supply to offset existing or future demands, which would otherwise utilize potable water. These uses could include, but are not limited to: Public Access Areas & Landscape Irrigation Agricultural Irrigation Ground Water Recharge & Indirect Potable Reuse Industrial Toilet Flushing Fire Protection Wetlands The SWFWMD is currently investigating the benefits of setting a standard policy and procedure for issuing incentives to Utilities using reclaimed water in an environmentally beneficial way. Incentives could include: increased water use permit quantities, extended permit length, credits towards per capita demand offsets, or other potential incentives. The calculated increase in wastewater effluent flow rate from 2010 to 2030 was based on; (1) the 2009 SWFWMD Population and Demand estimates and; (2) the local government s current wastewater flow rate. For planning purposes, the estimated increase in future wastewater flow for the City of Winter Haven is estimated to be approximately MGD. This quantity will be used to estimate the amount to offset future potable water demands, but only in a case of use as reclaimed water for irrigation Surface Water Located within Polk County are a vast number of water bodies, including 554 lakes, 3 rivers (the Peace, the Alafia and the Kissimmee Rivers), and numerous other creeks and streams. For the purposes of this plan, stormwater was also categorized as surface water due to the nature in which stormwater could be captured and stored for potential use as an alternative water supply. Stormwater captured for use as a drinking water supply has not typically been practiced in Florida, or even elsewhere in the United States. However, stormwater capture has been widely used as a water supply source for localized irrigation or other non-potable water uses. The use of stormwater as an alternative supply for the purposes of this PCCWSP was limited to offsetting potable-quality water uses by supplementation with available stormwater for irrigation. Additionally, due to the limited water quantity available, creeks and streams were not investigated individually, but their contributions with the larger rivers that they supply were taken into consideration. 15

20 The Peace River and Alafia River were investigated in detail in the 2009 PCCWSP for potential quantities of water available for public water supply within the regional supply category. The Kissimmee Basin Modeling and Operations Study team is currently conducting similar investigations for potential supplies available from the Kissimmee River. Due to the high costs and location of these projects it is likely these surface water supplies will be implemented on a regional basis. When considering the use of surface water as an alternative source of supply, a variety of rules and regulations must be taken into strong consideration during the evaluation process. One of the most important regulatory constraints on surface water withdrawals in Florida is the concept of minimum flows and levels (MFL), which were evaluated thoroughly in the 2009 PCCWSP. As a result of MFL regulatory requirements, water withdrawal from these rivers and lakes will only be permitted if sufficient evidence is provided that MFLs are maintained Groundwater Two types of groundwater projects that the City of Winter Haven could potentially utilize for water supply include (1) the use of retired wells to mitigate impacts of proposed increased ground water withdrawals (commonly referred to as Land Use Transition) and (2) withdrawing water from the Lower Floridan Aquifer. Land Use Transitions SWFWMD has set a precedent to allow the use of offset quantities available resulting from the reduction of impacts through the mitigation process, the SFWMD has historically not approved such permitting attempts. Furthermore, the use of agricultural wells to supply water to meet potable water demands has limitations based on historical water usage, location, and documentation supporting reasonable demands. The SWFWMD has released draft documents regarding the issues surrounding land use transitions. The first draft Guidance Memorandum for Water Use Changes Associated with Land Use Changes was released in August This document serves as a guideline for the mitigation of adverse impacts on water resources, existing legal users, and off-site land uses. This document was reviewed by staff from Polk County, the local governments, and the PCCWSP Project Team. The SWFWMD reviewed their comments and released a revised version of the Memo titled Mitigation of Water Withdrawal Impacts Through Permanent Retirement of Used Permitted Quantities in early 2009 (PCCWSP Appendix C). There is still a considerable amount of land in the County s and local governments service areas that are currently zoned as agricultural or industrial, which also contain wells used for irrigation or other purposes. In the future, many of these areas could be rezoned and redeveloped from agricultural/industrial/mining to commercial and/or residential. Once the existing land use is discontinued, the wells could potentially be available to provide offset quantities through the mitigation/net benefit process. However, 16

21 this is only applicable if the well permits are being retired. These non-public supply wells are drawing source water from the UFA which provides relatively high quality source water for public supply. If the historical usage, location of the public water supply well, and documentation supporting a reasonable demand meet the requirements, it is possible that new wells of similar permitted quantity could be constructed or a portion of the withdrawal permitted quantity could be transferred to other existing Floridan wells. As a second option, if all permitting, utilization, and efficiency criteria are met, the SWFWMD will consider on a case by case basis the opportunity, to use these agricultural/industrial/mining wells to supplement the non-potable water demand. This is only applicable in situations where the reclaimed water supplies from the wastewater/reuse augmentation plants are not sufficient to meet the irrigation demands during dry periods on a temporary or intermittent basis (PCCWSP Appendix C) The PCCWSP Project team has compiled the agricultural/industrial/recreational water use permits for the City of Winter Haven. All of the wells, permitted quantities, and yearly withdrawals within the City of Winter Haven boundaries have been identified (Figure 1-4). Utilizing this information, scenarios were developed to estimate potential quantities for transition to public use. The total permitted quantities and the 10-Year average pumping in this area are MGD and MGD respectively (Table 1-8). It is important to note that land use transition projects involve using retired wells to mitigate impacts of proposed increased ground water withdrawals for public supply and not to seek out agricultural or mining areas for procurement with the agenda of capturing wells. The purpose of this task was to identify the maximum offset quantities available in each area based on historical trends. It is important to note that there are no guarantees that any of these parcels with existing wells will be available for mitigation purposes within the planning period. This exercise was performed to give the City of Winter Haven data estimates to use in their planning efforts to capture opportunities when they become available. 17

22 048A Z [ A Agricultural IC Industrial and Commercial R Recreation/Aesthetic Haines City 048A 27 Lake Alfred Gallons Per Day 108R 140A 115A 7 6 Less Than 100, R A 082IC 142A 004A 082IC 100,000 to 499, IC 071A Auburndale 030A 500,000 to 999, A 013A Z [ 007A 92 Z [ A 029A 087A 036R 1,000,000 to 2,999, A 133A 133A A Greater Than 3,000, IC Lake Hamilton 092A 104A 088A 088A 088A 141A 114A 143A 040A 045IC 044A 046R 105A A A Inwood 151IC 144A 144A 152IC 103R 055A 056A 054R 121A 079A 058A 146A R 102A 070A 069A 110A 111A 542 Jan Phyl Village R A 003A A 022A R Dundee 135R Winter Haven 020R 012A 012A A 014A 015A 074A 119A 018A 118A Cypress Gardens 106A 023R 066A 024A 043A 107A 025A 026A 037R 039IC 010A 039IC 010A 038R 156A 106A 018A 099R 099R 085A 050A 042A A, , SUBHAS RAMROOP 002A, , AUGUSTUS Z DAVIS 081A, , WYLIE L & WYLIE R HINTON 003A, , EUGENE YON 004A, , TARPON BREEZE HOA 076A 050A 047R 098A Z [ 17 Waverly 113R 052A 079A, , ARNOLD J SPANJERS 001R, , L AKE ASHTON DEVELOPMENT GROUP II A 555 Number, Permit Number, Permit Owner 011A Eagle Lake 097R 153A 082IC, , HANSON PIPE & PRODUCTS SE INC 126R 083A, , M S & C F P 032A 064A 005A, , KILKENNY GROVES INC 084A, , GAIL F MURPHY 006A, , CLAUDE E MANN INC 085A, , CAY HOLDINGS LLC 007A, , THOMAS C & LOUISE HARRINGTON 086A, , CHARLES E & PAMELA H WATSON 008A, , I VEY GROVES LTD 087A, , WILLIAM E HILLARD 009A, , ROBERT WASHINGTON 088A, , POLK NURSERY COMPANY INC 010A, , W ILLIAM G ROE & CO INC 089A, , BOWEN BROTHERS INC 011A, , HIGHLAND CASSIDY LLC 090A, , JOHN S LANGFORD 012A, , SOUTH ORANGE PROPERTIES LLP 091A, , SMITH & SLATER GROVE INC 013A, , POLK NURSERY COMPANY INC 092A, , C & C GROVES 014A, , W E GREEN & SONS INC 093A, , JUANITA F VOIGHT 015A, , BAXTER GROVES 094A, , ROCKER FARMS INC 016A, , BOB PAUL INC 095A, , TRIPLE A PROPERTIES INC 017R, , POLK COUNTY SCHOOL BOARD 096A, , S J BARRANCO 018A, , G W MANN JR 097R, , LAKE BESS GOLF CLUB INC 019R, , CITY OF WINTER HAVEN-PUBLIC 098A, , ROGERS GROVES INC 020R, , ABBEY LANE APARTMENTS 099R, , LAND SOUTH ADVENTURE LLC 021A, , W EBB GROVES INC 100A, , ALTURAS TWIN LAKES GROVE LLC 022A, , ROBINSON CALLEN TRUSTEE 101A, , CHARLOTTE OIE 023R, , PARK LAKE MASTER ASSOCIATION 102A, , BRADCO INC 024A, , MARTHA LUDIE CONLEY 103R, , LAKE REGION YACHT & COUNTRY CLUB 025A, , W INTER HAVEN NURSERIES 104A, , FLORIDA DEPT OF AG & CONSUMER 026A, , CHARLES J AND NANCY YOUNG III 105A, , SCOTT D RAILEY 027A, , ROBERT G STOKES & STOKES GROVES 106A, , JOHN G WOOD & ASSOCIATES INC 028A, , BENTLEY DEVELOPMENT GROUP LLC 107A, , JOHN G WOOD 029A, , WALTER MANLEY 108R, , P&K USA INC 030A, , ERNEST BRETON JR & PHILLIP 109A, , MORRISON PARTNERSHIP 031A, , BRUCE COMBEE 110A, , DUNDEE PROPERTIES INC 032A, , JACK M BERRY INC 111A, , BTS 033A, , H R BAXTER & SONS ENTERPRISES 112A, , TUAN A & TRANGDAI T NGUYEN 034A, , ROBERT G STOKES 113R, , WINTER HAVEN CORP 035A, , PEGGY P DAVIS 114A, , JOHN A EDWARDS & DORTHY DORAN 036R, , L AKE SMART COMMUNITY DEVELOPERS 115A, , LYNCHBURG GROVES 037R, , TURNER REED DEVELOPMENT LLC 116IC, , INTERNATIONAL PAPER CO 038R, , POLK CO SCHOOL BOARD 117A, , ROBERT G STOKES 039IC, , PHOENIX INDUSTRIES LLC 118A, , JACK WATKINS 040A, , W ILLARD E ROE & WM G ROE & CO 119A, , INTERLACHEN GROVES INC 041IC, , WINTER HAVEN HOSPITAL INC 120A, , FLORIDA CITRUS PROPERTIES 042A, , W ILLIAM S & REGINA J M DUNDORE 121A, , THOMAS V & SUSAN J DAVIDSON 043A, , MARJORIE H ROE 122A, , CASSIDY PROPERTIES INC 044A, , J REH INC 123A, , FRANCES R WILSON 045IC, , IMPERIAL BRANDS INC 124IC, , CITY OF WINTER HAVEN 046R, , HELEN LATRELL MARSHALL 125A, , JACK M BERRY INC 047R, , NEW LIFE WORSHIPPING CENTER INC 126R, , DUNSON HARVESTING INC 048A, , CITRUS ENTERPRISES INC 127A, , KENNETH L WETHERINGTON SR & 049A, , ARK INDUSTRIES INC 128A, , LELAND K YOUNG 050A, , THELMA C RALEY INC 129A, , LUTHER D-CAROL SAPP & MATTHEW 051A, , ANTHONY T & FRANCES A ROSA 130A, , MARK W SHABLA TRUSTEE LAKE 052A, , S MARK & IRENE L CRISSMAN 131A, , LD CREWS 053A, , ERNEST M SMITH REVOCABLE TRUST 132A, , MICHAEL ALLEN & JOY CHRISTINE 054R, , THE DISTRICT BOARD OF TRUSTEES 133A, , THELMA C RALEY INC 055A, , THOMAS H WOOD 134A, , ALTURAS TWIN LAKES GROVE LLC 056A, , BROAD FOREST LP & BRADCO FARMS 135R, , CYPRESSWOOD GOLF & COUNTRY CLUB 057A, , BRENT AND BETSY MONK 136A, , JEFF STOKES 058A, , MAY GROVES INC 137A, , JIM NORRIS VENRICK 059A, , MRS ROBERT J ESTES 138A, , W A ALFORD & DONNIE G ALFORD 060A, , S JARVIS & SHELIA P HART 139R, , LAKE ASHTON DEVELOP GROUP LLC 061R, , LAKE DEER APTS LTD PARTNERSHIP 140A, , CITY OF WINTER HAVEN-WASTEWATER 062A, , GILBERT BOWEN 141A, , PENTECOSTAL CHURCH OF GOD 063A, , GAYE G SCALES & JUDY G HOFFMAN 142A, , PATRICK GROVES INC 064A, , A HOFFMAN & G SCALES & J WILDER 143A, , FLORIDA DEPT OF AG & CONSUMER 065A, , EUGENE STUART PAUL LIMITED 144A, , BOWEN BROTHERS INC 148A 066A, , HIGHLAND CASSIDY LLC 145A, , TOBIAS S & TRIPPI MCGLINN 127A 067A, , HARVEY B SNIVELY III 146A, , LESTER DONLEY AND SONS GROVES 068A, , SIGNATURE HOMES OF CENTRAL FL 147A, , BJ FULTON & JOHN S LANGFORD 069A, , ROBERT C TURNER 148A, , BROOKS B REGISTER III AND 070A, , I NMAN GROVES INC 149A, , POLK COUNTY SCHOOL BOARD 071A, , N B & M LAVERNE WILLOUGHBY 150A, , JOHN S LANGFORD 072A, , GILBERT BOWEN 151IC, , APAC-SOUTHEAST INC 073A, , J & B CITRUS 152IC, , FLORIDA ROCK INDUSTRIES INC 074A, , HAZEL ROHDE 153A, , MARK SHABLA 075A, , JACK PINES SHIRLEE J PINES 154R, , CIRCLE 3 INVESTMENTS INC 076A, , DIANA J & WILLIE C MOSS CO 155R, , ROBERT HERNANDEZ 077A, , MARY ESTELLE & KENNETH EARL 156A, , FRED B KLOTE 068A 125A 063A 035A Wahneta 083A 062A 005A 139R 122A 016A Lake Wales 130A 130A 001R Z [ 130A IC 002A 109A 123A 008A 136A 008A 028A 033A 145A 117A 009A 034A 137A 073A 089A 073A 072A A 116IC 081A 138A 006A 077A 093A 091A 120A 094A 095A 131A 053A SUMTER LAKE 086A 090A 059A 057A 060A 132A 112A 147A 150A 080A 129A 101A OSCEOLA 100A 127A 128A 078A 129A 084A 134A HILLSBOROUGH POLK 078A, , BROOKS B REGISTER III AND MANATEE City of Winter Haven Service Area Miles ORANGE PASCO City of Winter Haven Permitted Annual Average Polk County Supplemental Water Supply Plan Polk County, Florida P:\PROJECTS\WUP Maps - Polk County\Winter Haven\MXD\Polk County Utilities_Winter_Haven_Permits_A_I_R.mxd q HARDEE Source Projection: Stateplane Florida Datum: NAD 1983 Zone: West Units: Feet Aerial Photographs: Aerials Express, 2006

23 048A A IC R Agricultural Industrial and Commercial Haines City Recreation/Aesthetic Lake Alfred 140A 108R 27 Gallons Per Day 048A Auburndale A 013A 088A 088A 088A 115A 007A 142A 041IC 104A 029A 004A 031A 030A 031A 036R 092A 141A 114A 075A 154R 082IC 082IC 082IC A 071A 087A 133A 133A 044A 067A Less Than 100, ,000 to 499, ,000 to 999,999 1,000,000 to 2,999,999 Greater Than 3,000,000 Lake Hamilton No Data Available 045IC 040A 105A 046R IC 152IC Inwood 144A 144A 065A 051A 055A 103R 054R 058A 056A 079A 121A 146A 014A 012A 096A Jan Phyl Village 061R R 102A 070A 069A 074A 110A 111A 021A A 012A 020R 019R R 149A Winter Haven 022A 119A 118A 003A Cypress Gardens 106A 135R 018A Dundee 066A 043A 025A 024A 026A 107A 010A 010A 039IC 039IC 099R 037R 038R 156A 106A 018A 050A 099R 085A Number, Permit Number, Permit Owner 001R, , LAKE ASHTON DEVELOPMENT GROUP II 555 Eagle Lake 079A, , ARNOLD J SPANJERS 080A, , SUBHAS RAMROOP 049A 050A 076A 042A 052A 047R 011A 098A R 113R Waverly A, , AUGUSTUS Z DAVIS 003A, , EUGENE YON 004A, , TARPON BREEZE HOA 005A, , KILKENNY GROVES INC 006A, , CLAUDE E MANN INC 007A, , THOMAS C & LOUISE HARRINGTON 008A, , IVEY GROVES LTD 009A, , ROBERT WASHINGTON 010A, , WILLIAM G ROE & CO INC 081A, , WYLIE L & WYLIE R HINTON 082IC, , HANSON PIPE & PRODUCTS SE INC 083A, , M S & C F P 084A, , GAIL F MURPHY 085A, , CAY HOLDINGS LLC 086A, , CHARLES E & PAMELA H WATSON 087A, , WILLIAM E HILLARD 088A, , POLK NURSERY COMPANY INC 089A, , BOWEN BROTHERS INC Wahneta 126R 032A 125A 068A 062A 035A 153A 083A 064A 063A 011A, , HIGHLAND CASSIDY LLC 012A, , SOUTH ORANGE PROPERTIES LLP 013A, , POLK NURSERY COMPANY INC 014A, , W E GREEN & SONS INC 015A, , BAXTER GROVES 016A, , BOB PAUL INC 090A, , JOHN S LANGFORD 091A, , SMITH & SLATER GROVE INC 092A, , C & C GROVES 093A, , JUANITA F VOIGHT 094A, , ROCKER FARMS INC 095A, , TRIPLE A PROPERTIES INC 130A 016A 130A 122A 005A 139R Lake Wales 017R, , POLK COUNTY SCHOOL BOARD 018A, , G W MANN JR 096A, , S J BARRANCO 097R, , LAKE BESS GOLF CLUB INC 001R 019R, , CITY OF WINTER HAVEN-PUBLIC 020R, , ABBEY LANE APARTMENTS 021A, , WEBB GROVES INC 098A, , ROGERS GROVES INC 099R, , LAND SOUTH ADVENTURE LLC 100A, , ALTURAS TWIN LAKES GROVE LLC 124IC 130A A, , ROBINSON CALLEN TRUSTEE 101A, , CHARLOTTE OIE 023R, , PARK LAKE MASTER ASSOCIATION 024A, , MARTHA LUDIE CONLEY 102A, , BRADCO INC 103R, , LAKE REGION YACHT & COUNTRY CLUB 002A 025A, , WINTER HAVEN NURSERIES 026A, , CHARLES J AND NANCY YOUNG III 104A, , FLORIDA DEPT OF AG & CONSUMER 105A, , SCOTT D RAILEY 109A 123A 027A, , ROBERT G STOKES & STOKES GROVES 028A, , BENTLEY DEVELOPMENT GROUP LLC 106A, , JOHN G WOOD & ASSOCIATES INC 107A, , JOHN G WOOD 008A 029A, , WALTER MANLEY 030A, , ERNEST BRETON JR & PHILLIP 031A, , BRUCE COMBEE 032A, , JACK M BERRY INC 033A, , H R BAXTER & SONS ENTERPRISES 108R, , P&K USA INC 109A, , MORRISON PARTNERSHIP 110A, , DUNDEE PROPERTIES INC 111A, , BTS 112A, , TUAN A & TRANGDAI T NGUYEN 145A 117A 136A 028A 033A 034A 008A 009A 034A, , ROBERT G 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Winter Haven Service Area Miles City of Winter Haven 10 Year Average ( ) Polk County Supplemental Water Supply Plan Polk County, Florida P:\PROJECTS\WUP Maps - Polk County\Winter Haven\MXD\Polk County Utilities_Winter_Haven_Permits_6_Year.mxd Source Projection: Stateplane Florida Datum: NAD 1983 Zone: West Units: Feet Aerial Photographs: Aerials Express, 2006