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12-10-2008 CITY OF EDGEWATER Planning and Zoning Board Wednesday, December 10 2008 6:30 p.m. EdgewaterCommunityCenter 102 N.RiversideDrive AGENDA 1.CALL TO ORDER 2.ROLL CALL 3.APPROVAL OF MINUTESRegular meeting of November 12, 2008 4.OLD BUSINESS- PUBLIC HEARING None at this time. 5.NEW BUSINESS- PUBLIC HEARING Í¬»°¸»²ÙòÕ¿²¬¿®¶·¿² ? ß´´ Í»¿±² Ð±±´ô a. VA-0807 – applicant, requesting variances from Article IV and Article V of the City of EdgewaterLand Development Code, for property located at 105 Carlson Cove CPA-0803 – Review and recommendation of Comprehensive Plan amendments pursuant to b. Water Supply Planning requirements and the accompanying Water Supply Plan. 6.OTHER BUSINESS None at this time. 7.DISCUSSION ITEMS a.Development Services Director’s Report b. Chairman’sReport c.Agency Members’ Report 8.ADJOURNMENT Pursuant to Chapter 286, F.S., if an individual decides to appeal any decision made withrespecttoanymatter considered at a meeting or hearing, that individual will need arecordofthe proceedings and will need to ensure that a verbatim record of the proceeding is made.The City does not prepare or provide such record. In accordance with the Americans with Disabilities Act, persons needing assistance to participate in any of these proceedingsshouldcontact City Clerk Bonnie Wenzel, 104 N. Riverside Drive, Edgewater, Florida, telephone number 386-424-2400 ext. 1101, 5 days prior to themeetingdate. If you are hearing impaired or voice impaired, contact the relay operator at 1-800-955-8771. Citizen comments are to be limited to five (5) minutes CITY OF EDGEWATER PLANNING AND ZONING BOARD INFORMATION SUMMARY CASE # V A-0807 OWNER: Armand R and Celeste LaCroix APPLICANT/AGENT: Stephen G. Kantarjian - All Seasons Pools. REQUESTED ACTION: The applicant is requesting variances from the following sections of the Land Development Code: Section 21-41.04(a), Section 21-50.02(Table V-I), and Section 21-53.07(b) of the Land Development Code to allow a 28-foot setback in lieu of the required 50-foot setback to the mean high water line along the east property line PROPOSED USE: Construction of a swimming pool and deck LOCATION: 105 Carlson Cove (PID tf 8402-31-00-0028) AREA: .23:i: acres CURRENT LAND USE: Single Family Residence FLUM DESIGNATION: Low Density Residential ZONING DISTRICT: R-1 (Single Family Residential) VOTING DISTRICT: 1 SURROUNDING AREA: Current Land Use FLUM Designation Zoning District North Indian River Indian River Indian River East Single Family Low Density Residential R-1 (Single Family Residential Residential) South Single Family Low Density Residential R-1 (Single Family Residential Residential) West Single Family Low Density Residential R-1 (Single Family Residential Residential) Background The applicant is requesting a variance to allow for a swimming pool with deck that will encroach into the required 50-foot setback from the mean high water line. There is an existing concrete retaining wall on this property. Land Use Compatibility: G:\Planning and Zoning Board\lnfo Summanes\2008\V A-0807 - laCroix - 105 Carlson Cove. doc The proposed residential usEt is compatible with the surrounding residential uses along Carlson Cove. Adequate Public Facilities: . This site is served by the City's water and sewer service area and has direct roadway access to Carlson Cove. Natural Environment This site is has no known environmental issues. Comprehensive Plan Consistency: Policy 1.4.3 of the Future Land Use Element of the Comprehensive Plan states that, if necessary, the City may reduce limitations on infill and redevelopment activities consistent with the land uses and densities indicated in this plan in situations that will not jeopardize public health, safety or welfare. Other matters The original building plans for the residence indicate a stormwater retention pond was placed in the rear of this property in the area where the pool construction is proposed. Prior to development, the Environmental Services Department must approve the revised stormwater plan. Per the City of Edgewater Land Development Code Section 21-10.04, in order to grant a non- administrative variance, the P&ZB shall make the following findings of fact: 1. That granting of the proposed variance is not in conflict with the Comprehensive Plan; 2. That granting of the proposed variance will not result in creating or continuing a use, which is not compatible with adjacent uses in the area; 3. That granting of the proposed variance is the minimum action available to permit reasonable use of the property; 4. That the physical characteristics of the subject site are unique and not present on adjacent sites; and 5. That the circumstances creating the need for the variance are not the result of actions by the applicant, or actions proposed by the applicant. STAFF RECOMMENDATION Staff recommends approval of the following variance requests from the City of Edgewater Land Development Code: . Section 21-41.04(a), Section 21-50.02(Table V-1), and Section 21-53.07(b) of the Land Development Code to allow a 28-foot setback in lieu of the required 50-foot setback to the mean high water line 'along the east property line, for property located at 105 Carlson Cove with the condition that revised stormwater plans be approved by the Environmental Services Department. MOTION Motion to approve the following variance requests from the City of Edgewater Land Development Code: . Section 21-41.04(a), Section 21-50.02(Table V-1), and Section 21-53.07(b)of the Land Development Code to allow a 28-foot setback in lieu of the required 50-foot setback to the mean high water line along the east property line, for property located at 105 Carlson Cove with the condition that revised stormwater plans be approved by the Environmental Services Department. G:\Planning and Zoning Board\Info Summaries\2008\V A-0807 - laCroix - 105 Carlson Cove. doc 2 ~ .g ~ I ... ~ E - o z~ :J l!l nI ~ "is .J _:l U II) ~IIJ /// //' // // /' ./ // // // //' // //// / // _ ~ n' _ ~ :;..;. ~ - _ . ~ '..- '.11 i:: ~~ ,. z -:- ~-_.. W~. __._.__.._. <j ,I '1 .--=:~-=::~::-j. .' -' ;J ~. ~ t.. ~ = " !.;.t ~ = I""l ~ r. ~ :0 -.J ::c ~ '., ':i-: ~ 0( :r. - J. :e "" 7- r , .. > 0 '-' E Z 1"1 'f. "" ~ ~ ~ ~ I ;;c ..- 'J' .... c.: '/: --: :r. r.. :z :r.: ~ ;:;; I""l J < rf' - c.. -;; :s ~ ::::c < r: I""l > ..-.: ?; - - c..: z ;.< 'f:; '-' fl ., i ~ :.c > Z ,:;". 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VAT/,ll (.RO", I"DEI' .1f&1,\! flinN W.ITER SliJlf'E!' FILE. 1/51'1 ~ -10 'k /1' l L01'6 (No( II/eludedl I). -. LOW PROF/LF c',B, lf~lU. TO/' W.ILl. EI.F:I: (, (f7' ./}.3' E". t ~ '~- ':' Ill./)' '6 ~.I ~ :1 ~ :~ L -~ ,: :::; N~ :'~~ ;-c ~ ~~~ \,Q.::: it;A~ I''''' t""".....-: ~... '-' .,> !k\~ . . --l'::: I,"': \' ~ OB u:::;: - >-- :t:::;:.....:.:. :::... : 'f~ ;:; .......... 11'-:::': . ~ I, _ .;:.c II .:: ,,~ Ii ~jl .... ,. ::::;' In./)' !J i. t .{lA' E ,.... ..... ,.~~O) 'll) $'\ 044 \\,(., ~h\ 1.1.\ 'J! .0 " \-' 3.1.0' "": ~-: 1 & VI STORY FRAA-IE RESIDENCE# 105 ";'!'\ ~ \.... 'J' ..0 .~- cm-TRED ENTRY \. '-poUCH 13.1' COVERED __ ENTlll' f'ORCH .".r:. n)!! 11;1/.1 II.S'F:AST -. ~ 7.'3' ~ .-;:, 6.3' ~~. .~ ---:;, com'. Ir~.1LK -' 211.3' , -_._--~-_. ~___._w : This Plat rs Certified To: I ) Almand LaCroix and Celest.e LaCroix , 2) Wachovia Bank., N.A. : 3) Southem Title Holding . Company, LLC .4) Stewart Title Guaranty . Company CONe. 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'l'I" \V. ..c '~\3 ~_.-,-- ..~ SURVEYORS I'\OTES: I) BEAfUNGS AND DISTANCES REFER TO PROVIDED LEGAL 1) ()[ST/\NCES SHo\V}J HEREON ARE IN FEET AND DECIMALS THEREOF 31 TIlE CERTWICA nON OF TIns SURVEY REFERS TO THE HELD Sl JR VEY DA TE 4) LEUAL DESCRIPTION ~IROVIDED BY SOUTHERN TfTLE HOLD[NC.; COMJlA:{Y. LLC \~- ~~ '0 __---w- DEED ('U/?,\'E.1? IN IUTI D (:\;'01 Sell CHECKED BY: RIP DR,\ W:O-: UY; BJf' FILED IN: C.\RLSON COVE . CRE\\' CHIEF: UlP SLlRVEY DATE: 1l2.'15 2110l! SHEET I OF I FORESIOHT FILE: 105 L'ARLSo:o,: COVE RECERT,prll VECTOR WORKS FILE: 1115 Carlsun Cllvelulls 5 Ilecell,lucd & 105Cilrl.pr,) SURVEY TI'PE: BOlf:-<DARY :\ND SPECIfIC PI.:RPOSE FLOOD lO;\JE CL.\SSIFIC.\TJON nm ~I 'H"EY DEPrCnm IlF.RF.O~ is ,"0'1' VALID WITHOUT TUI~ SIG~..\ TUIn: AND oli'iGi~;\CRAis-Ejj~~ii.AL-(fFA-i:IcENsE-D FJ.ORIJ>.-\ SlfRVEYOH AND .\IAI'I'lm DESCRIPTION PROVrDED BY CUENT OR REPRESENTATIVES OF CLIENT LEGAL DESCRIPnON:Lol 5. Carlson C~)\'e UnrecorUeu Subdivision, being. more.: particularh' dc..,cribcd us follows: As a [1oinl of reference commence alII point of Ihe Easterl\' I)rolongation of the North linc of thc :-:louth ) 51.) feel Ill' Lot I, LOWD'S SI.lBDrVISfON pCI' Map Book J, Page X I. Public Records of Volusiu Count\'.'F oridn and the easlerl\' R/W Line of Rivcrside Drive. said point being SXo52'OIl" E a dislance ~,r f 11 An feel from the NE comer of U.s. Lol 2. Seclillli 2. T 18 S; R 34 E: lhence N85007'OO" E along the easterly prolongation or the the North hnl: or the south 159 reel of said Lot I. LOWD'S SUBDIVISION a dislnnce of 256.68 feel for the Point uf Begriming: thence contmue N 85007'l)(J" E. 75.CH reeL thence S ll}"(JO'IIO" E. IJJAJ fet:t~ lhence SH7000'Or'''W. 75.0n feel: thence NOJQ()(t'(JO" W. 131l.97 feet t() the Point of Beginning. Togethcr with an ea:>emenl for ingress and egress. over the ti)[lowing descl;bed propert\': Part of that property Iving Easterl\' of Riverside Drive III the Ells(crh' proiection (If LO\VD'S SUBDIVISION us shown un map in NIap Boo],,: 3, Page 81. Public Records O(Vtl]USIll ('oun.i\'. Florida. and being more \1articulurl\" described liS follows: Comntenu: lit 11 point 01 the Euslerl\' f'1\)longution of the North line of lhe South I SCJ reel of LOI I. LOWO'S SUf3DIVIS10N per Map H(lok 3. Page ~ I. Puhlic Records of Volusia County'. Florida und the Easterly RIW Line of Riverside Drive. said point heing SH"52'IXI"E a distance of 121AO feet from Ihe NE comer of U,S. Lol 2, Sectio,i 2, T IX S: R 34 E: thence S I (jo21'OWE. 112,06 fecI for the Point of Beginning, thence NXrno'()()" E 375.(X) ('ect: thence N 63"49' (9"E. 127.10 feel 10 the Westerl\' R/W line ot' the Intercoastal WUlefwll\': then(.;C S2()" (1l'4 fOOL 30.1 )llkel al\Jn~ suid [<JW line: thence S (i3049' 19" W 13],25 red: thence S H7<'Oo'on"W. 372.35 fecI 10 the Easterly R/W line of Riverside Drive: thence N ) l)C72,'O!l' W, .11.1li fecI to the Point of Be innin . EU:r>ITIOY.\'REFER TO: r.:<;('&(1...... ,I lONe. .',\ I E\'T ,,,'-:11 PUBU,"'HED ELEI~' 1/.81' XW'D /9J9 . IUf: ,'/S IIJ:\'S: 1) J>ROl'O.,,.ED RET..IISIXG H':-IU. ASD m.m '..1 TIfJ'vS ADDED 113/2.//2/1111/ CITY OF EDGEW A TER PLANNING AND ZONING BOARD INFORMATION SUMMARY CASE # CPA-0803 APPLICANT/AGENT: City of Edgewater REQUESTED ACTION: Amend the Comprehensive Plan to include revisions to the Future Land Use Element, Coastal Element, Conservation Element, Intergovernmental Coordination Element, Capital Improvement Element, Sanitary Sewer Sub-Element, Natural Groundwater and Aquifer Recharge Sub-Element, Stormwater Sub-Element and Potable Water Sub-Element for Water Supply Planning purposes and approve the accompanying Water Supply Facilities Work Plan. Background The proposed text amendments provide coordination between land uses and water supply planning and also establish concurrency requirements for water supply as required by the State of Florida for all local governments. Comprehensive Plan Consistency The proposed amendments shall be submitted to the Florida Department of Community Affairs and all required local regulatory agencies after ad~?tion. Other Matters The proposed amendments are exempt from the nonnal biannual Comprehensive Plan Amendment cycle per Section 163.3 I 77(6)(c) of the Florida Statutes. STAFF RECOMMENDATION Staff recommends sending a favorable recommendation to City Council for the proposed amendments to the Comprehensive Plan for Water Supply Planning purposes and the accompanying Water Supply Facilities Work Plan. MOTION Motion to send a favorable recommendation to City Council for the proposed amendments to the Comprehensive Plan for Water Su.pply Planning purposes and the accompanying Water Supply Facilities Work Plan. G:\Planning and Zoning Board\lnfo Summaries\2008\CPA-0803 - WSFWP.doc Comprehensive Plan Amendments pursuant to the Water Supply Facilities Work Plan CITY OF EDGEWATER, FL DRAFT WATER SUPPLY FACILITIES WORK PLAN FY 2008 TO 2018 CITY OF EDGEW A TER WATER SUPPLY FACILITIES WORK PLAN Fiscal Year 2008 to 2018 Decem her 4, 2008 Introduction This Water Supply Facilities Work Plan (Work Plan or FWSWP) is prepared in confonnance with Section 163.3184(3)(a) FS and Rule 9J-l1.006(1)(a)3 FAC. It is based on the infonnation provided in the Data & Analysis prepared by Quentin Hampton Associates, Inc. relative to water demand projections, the water supply alternatives, the water conservation practices, the reuse practices, and the improvements to facilities that are necessary to meet demands. The Work Plan is the City's plan to meet current water demands and the anticipated growth in demand within its jurisdiction through 2018. The following items are included herein or attached for reference: . Figure I shows the City's utility service area. . Attachment A - 19991nterlocal Agreement with Volusia County . Attachment B - Consumptive Use Permit . Attachment C - 2007 Tri-Party Agreement (City of Edgewater, City of Oak Hill and V olusia County . Attachment D - Data and Analysis as prepared by Quentin L. Hampton Associates The City of Edgewater owns and operates the Alan R. Thomas Water Treatment Plant (WTP) and related facilities to supply the water needs of the City and a portion of Volusia County. The City of Edgewater provides both wholesale and retail water service. On October 26, 1999, an Agreement was signed to provide wholesale water service to V olusia County. In 2007, a Tri-Party Agreement was executed to provide additional wholesale water service to V olusia County to service areas within the City of Oak Hill. The County owns a distribution system within the southeast quadrant of Vol usia County that is dependent upon Edgewater's supply of treated potable water. The areas subject to these agreements are illustrated on Figure I. The agreements include a transfer of water and establish a rate structure for capacity charges and user fees. The City and County will be updating and revising the agreement to account for future needs. Magnolia Village is a private provider of potable water within the Edgewater service area. Current use is approximately 50,000 gallons per day (gpd). The area is shown on Figure I. The owners of Magnolia Village have discussed the possibility of connecting to the City's distribution system, but have not yet decided to do so. The City has cooperated with developers of adjacent subdivisions, ensure the availability of distribution infrastructure when and if Magnolia Village decides to connect, and will continue to do so. The build-out demand of approximately 50,000 gpd associated with Magnolia Village is not included in the City's current projections or CUP. The Potable Water Svstem Water Treatment Plant The City of Edgewater is served by the Alan R. Thomas Water Treatment Facility, which has a rated capacity of 5.0 million gallons per day (mgd). The plant is described as an enhanced lime softening facility. Current demand is less than 50% of plant capacity. High Service Pumping and Storage The primary storage and pumping facilities are located at the Alan R. Thomas Water Plant. The plant site includes a 1.0 million gallon reservoir and a site reserved for a future tank of a similar size. The tank is a pre-stressed composite design reinforced concrete structure. It includes a domed roof in order to maintain quality prior to distribution. There are 225,000 gallons of storage in the clear well at the plant and 150,000 gallons in the Kumquat Tower. The City retains a storage and booster pump station at the old water plant site on Park A venue. That facility has 600,000 gallons of available storage. Distribution system pressure is provided by three 200 HP vertical turbine pumps. At the Park A venue site there are two 100 HP and two 75 HP booster pumps. Water Supply Source The City of Edgewater utilizes groundwater from a series of Upper Floridian Aquifer wells as its source of potable water supply. The wells are all located within the City's service area. There are currently 10 wells in two well fields, 4 wells in the Western Wellfield and 6 wells in the A. R. Thomas Wellfield. The current combined total pumping capacity is 3,300 gallons per minute (gpm) and 4.75 mgd. The firm capacity (largest well out of service) is 2,850 gpm (4.1 mgd). The only other significant source of fresh water is the St. Johns River, which is 26 miles away Facility Needs for the Provision of Potable Water As previously stated, the City's traditional water supply source from Floridian Aquifer will be able to meet the City's demand under its current land use plans until 2018. Over the tenn of the Work Plan, the City of Edgewater will improve/maintain the existing water production and distribution systems within the service area The City is also planning for the Restoration DRI project which lies on 5,181 acres of vacant land, annexed in 2005, and is also currently undergoing review within the DR[ and Comprehensive Plan Amendment processes. In addition, the City has started planning on alternative water supplies for future demand beyond the tenn of this Work Plan. The projects are summarized as follows: Water Treatment Plant: The 5 MGD City of Edgewater will not need significant capital expansion improvements in the next 10 years. Anticipated work at the treatment plant includes rehabilitation and replacement (R&R) of existing process equipment, pumps, electrical components and media. The City has budgeted approximately $300,000 in the FY '08/'09 Capital Improvements Plan (C.l.P.) to construct the necessary R&R work and process upgrades at the WTP. The City recognizes the likelihood of the Restoration DR! proceeding to approval. Currently under DR! and CPA consideration is the proposal for 8,500 residential units and 3.2 million sq. ft. of retail/commercial/office use. The additional wells, as currently proposed, can physically provide adequate supply, however additional consumptive use permitting for the additional withdrawal will be required. The City will apply for a modification to the CUP to add approximately I t>1GD of groundwater withdrawal to accommodate Restoration upon approval of the proposed CPA and finalization of the development program within the DRI process. The City will coordinate with the Restoration developer and the St Johns River Water Management District (SIR WMD) to develop an assured plan for modifications to the water plant that will use brackish groundwater to provide the additional potable water needs. Restoration will use alternative water supplies from reuse wastewater and stormwater for irrigation as discussed below. The City and Restoration will enter into an enforceable, executed agreement assuring the timely delivery of additional water supply facilities to support the development and conform to the City's concurrency criteria. Water Supply Wells: The projected growth of the City requires the installation of new wells to meet increased demand. The existing and proposed well facilities and water allocations as set forth in the SJRWMD Consumptive Use Permit (CUP) will satisfy the City water demands including Restoration water demands through the end of its first phase. The proposed additional well facilities as per the approved CUP are included in two improvements projects that are part of the City's five-year plan: I) Wells # 17-20 Four new 12-inch diameter water supply wells, access roadways, electrical service and raw water transmission in the A.R. Thomas Wellfield are proposed. The City owns the land. 2) Wells #21-24 Four (4) new 12-inch diameter water supply wells, raw water piping, electric service, telemetry and instrumentation are proposed. Developer of Restoration D.R.l will provide well sites and paved access to each. Remote storage tank and pump station proiects: Two remote storage tank and pump station projects are included in the City's 5 year plan. I) S.E. Service Area Storage Tank and Pump Station A 1.0 MG storage tank and pump station is proposed for construction to serve new development along the US- I corridor in the S.B. service area. 2) Restoration Storage Tank and Pump Station A 1.0 MG storage tank and pump station is proposed for construction to serve the Restoration D.R.1. Reclaimed Water Facilities The reclaimed water system is a complex collection of structures, pumps, pipes, and valves serving approximately 3,000+/- customers. Typical daily use ranges between 0.8 and 1.7 million gallons (MGD). The major structural components of the system include three (3) reinforced concrete ground storage tanks that are available to store reclaimed water and water that fails to meet the "public access" standard identified in F .A.C. Chapter 62-610. Reject water can be stored in a dedicated 1.0 MG structure and a dual use 2.25 MG structure. The larger tank can be used for either reject water or water in compliance with the "public access" standard. This dual use structure was included in the wastewater plant penn it. The reclaimed system utilizes a dedicated 2.25 MG structure and the above referenced dual use 2.25 MG tank. Thus during nonnal operation, the City can store up to 4.5 MG of treated effluent. The availability of storage allows the City to bank water on days of lower demand (rain days) and thus further reduce surface water discharge. The 2 I acre borrow pit adjacent to the WWTP may be used to augment the supply of reclaimed water, via introduction of stonnwater to the treatment plant for filtration and disinfection. System pressurization is derived from seven high service pumps including: · Two (2) 15-hp pumps (275 gpm), · Three (3) 60-hp pumps (1,000 gpm), and · Two (2) 100-hp pumps (1,700 gpm). This combination of pumps gives the City a delivery rate ranging up to 3,600 gpm (5.2 mgd) while maintaining a pressure level of 70 psi at the plant. At a lower plant residual pressure of 55 psi, an instantaneous flow of 5,000 gpm can be achieved. Facility Needs for the Provision of Reuse or Other Non-Potable Water Supply Reclaimed water service to Restoration D.R.I. will be on a wholesale basis. The City and developer will participate in construction of transmission facilities from the WWTP to the site. The developer and successors (e.g. HOA) will own and maintain on-site reuse storage, pumping and distribution facilities. On-site facilities will include ponds, pumps and distribution pip mg. Integrated stonnwater/reclaimed water ponds will be used by the developer to satisfy non-potable demands. Capital projects necessary to serve Restoration and the V olusia County Southeast Service Area include wastewater treatment capacity and reclaimed water storage, pumping and transmission facilities. A capital improvements schedule is included herein. Three projects are proposed to meet these needs and are included in the City's 5-year plan: 1. Water Reclamation Facility Expansion/Addition Construction of a 2.5 MOD wastewater plant expansion or of new facilities within Restoration. 2. Western Reclaimed Water Transmission 25,000 LF, 18" diameter reclaimed water transmission main from the WWTP to Restoration is required to convey reuse to the site and/or effluent from the D.R.I. 3. Reclaimed Water Interconnection to Southeast Volusia County (SJR WMD Water Supply Development Project #26, DWSP-2005) Reclaimed water transmission mains, storage and pumping facilities are necessary to provide effluent disposal capacity from the County's wastewater plant and irrigation supply to new developments. The City will pursue grants, developer funding and SRF low interest loans for alternative water supply (A WS) development and to fund reclaimed water expansion programs. 20% cost share participation is available for reclaimed water initiatives. The City intends to pursue funding for eligible projects under this program. Other Water Mana2ement Activities Over the tenn ofthe Work Plan, the City of Edgewater will maintain the following water supply source protections: Conservation Practices The City will continue its program to reduce per capita consumption through conservation measures to provide capacity to serve additional customers. The City's water conservation practices include the following: . Building code requirements for low water volume fixtures in new construction . Continuation of City program and participation in the Water Authority of Vol usia's (W A V) program for public outreach and education . Continuation of an active program to encourage the use of low volume toilets . Meter calibration program for master meters . Maintenance of the distribution system . Performing water audits to identify system losses · Landscape water conservation regu lations that provide landscape and irrigation standards · Adoption of regulations that require installation of water-saving plumbing devices · Adoption of regulations that override green lawn deed restrictions · Implementation of incentive programs to replace inefficient landscapes, plumbing devices, and appliances · Implementation of a program that provides indoor water audits and leak detection and irrigation system audits · Promoting and encouraging the use of low impact development (LID) techniques. Reclaimed Water Practices The City will continue its program to reduce potable groundwater demand by effectively using reclaimed water for non-potable uses. The City of Edgewater has operated a very successful reclaimed water system and utilizes more than 90% of the available effluent. As a result of the City's reuse effort, the City has achieved virtual total reuse and conserves ground water through its water reclamation program. During the planning period, the City will implement the reclaimed water system interconnection to Southeast Volusia County reuse projects for non-potable water supply selected by Edgewater in response to the District notice subsequent to approval of DWSP 2005. Policies addressing the following items are included within the Comprehensive Plan: · Require installation of reuse supply lines · Require connection of new development or substantial redevelopment to a reuse system, to supply uses that do not require potable water · Use reclaimed water for irrigation and other non-potable needs in public areas owned by the City. The City will maintain or enact the following reuse practices: · Maintain the City's practices of using reclaimed water for irrigation · Maintain the requirement that all new development connect to reclaimed water for irrigation purpose · Maintain the City's recharge program to reduce impacts due to ground water withdrawals. Water Conservation Practices Over the term of the Work Plan for the purpose of off-setting potable water demand, the City shall maintain the following water conservation practices. · Potable water supplies may not be used to meet irrigation needs for new developments in the City's utility service area and new potable irrigation meters shall be prohibited by the date established. by the SJRWMD . All new development within the City's service area shall utilize a dual distribution system so that irrigation needs are met by using the lowest quality available water. Developments that are not required to connect to the existing reclaimed water system shall be required to install irrigation lines connected to an alternative water supply system utilizing the lowest quality available water and shall be capable of connecting to the City's reclaimed water lines when reclaimed water becomes available in the future. All developments shall be required to install an irrigation system . The City's water utility shall continue to use conservation measures such as use of reclaimed water, improving and accelerating leak detection surveys and repair programs, installing and calibrating meters, water restrictions, fixture exchanges and public education. New or renovated buildings are required to install water conserving plumbing fixtures that are at a minimum consistent with the requirements of the State Water Conservation Act . New development shall employ and/or preserve native vegetation, or use drought- resistant plants for landscaping to the greatest practicable extent. Native or drought resistant plants include, but are not limited to, those in the Florida Native Plant Society's Native Plants for Landscaping in Florida, or comparable guidelines prepared by the Florida Department of Agriculture and Consumer Services, the Florida Game and Freshwater Fish Commission, the Florida Department of Natural Resources, the East Central Florida Regional Planning Council, or the St. Johns Water Management District. . At least twenty percent (20%) of all landscape material obtained from off-site sources for use on any site shall have a soil moisture range of 'dry'. No more than forty percent (40%) of all plant material shall have a high water demand. Plants shall be grouped according to their water needs and soil conditions. . The City's water utility will continue to use conservation measures such as use of reclaimed water for irrigation, improving and accelerating leak detection surveys and repair programs, installing and calibrating meters and stabi Iizing and equalizing system pressures, water conservation blocks, and fixture exchanges. The programs for technological procedural, and/or programmatic improvements to the production facility, transmission lines, and distribution system to decrease water consumption include: o Multi-year well metering program o Water line replacement Capital Projects Program o Regular calibration of water facility master meters o Meter testing, repair and replacement programs . The City participates in W A V sponsored employee awareness and customer education programs concerning water conservation that include: o Brochure mailouts o City Hall Brochure rack o Florida Friendly! drought t~lerant demonstration projects o Moisture sensor demonstration programs o Water wise education events · Maintain the City's requirement on the concurrency management system. Water Supply Source Protection Practices Over the term of the Work Plan, the City will maintain the following water supply source protections: · Maintain the requirements to protect the surficial aquifer recharge areas · Design surface water management systems to control storm water runoff to maximize groundwater recharge · Maintain the City's requirement on deep aquifer water conservation · Maintain the City's requirements in the City's Land Development Code for the protection of the aquifer recharge areas and wellfields · Maintain the requirement that mining activities, resource extraction, junkyards and outdoor storage of hazardous materials and wastes be prohibited in areas that serve to recharge the aquifers · Require agriculture activities to use best management principles and practices to reduce pesticide and fertilizer run-off. Intergovernmental Coordination Practices Over the term of the Work Plan, the City will maintain, enhance or establish agreements with other water suppliers and users: · The City remains a paying member of and will continue to work with W A V on other alternative water supply facilities. Figure 1 . ~.~~'~. "O'rP;~' ~~.. ;~(!;~..N~~:1~ , .' ~ ~~-~(l~ ~~ , , ' "'-'Oc. L{ r" "" 'i\.-;;;i _' . ' ~i~ Q<;<; ~. 13. ,.w:I .~ 'J_'~. ~ ~ ~ ..> ",-,q G' '" ,~ .-Y' , r ~' . 'Jd-'}jJ.fS,~. - ' I /"" ~ of """-,,,,' ~;(9) " ~ V..A!F _ ~ ,\"'\: ~ Jr-!\\ ' .. ?-;:: '- -~\> k2 1 ' "'if' IrI---o:r-------r: G~L" !ao,'^" ' " l I\.: , .1 -" /'" ~ - d"" -"'.v ~'- 10" r-----~ "';= a,V- ' 'C./ ,bD," 'A~ .V.~ ' , '<\,~ ,"ff P' ..,/.' A. '0>' [..-k'"'iIl' u: tQ :; ""=evt? . ~, => ''nAP'' a "' I!r -..; / ~.>>< ~ 1(-;'-" -_ 1 ff x'" IH " -- "'-~,.:.- ~ ~ '/ ~~"""'" ;::::: ::O~~~-. ~ ~--" -1\\' Q 1l'Fr~ 0-:;:% 9' e;. ~ ~ - J , ~~' I/o"~ ~~:&~~ u--I': ,. \ K!6: -- 0= ~ -- "'" ~ -~ y ~ -- - -;.- ~. "'~~ ---'CO ,..,,,.- 1</ ". v. ~~~ "'__ ~ ~;X?'? l- " .1---11 ",1<=8-- Ie 'iiill;.-- 'i" ~ f"'r ~ ,\ J"" ,-'~ ~ ~..~ L-- -- -\ \ -:::--./ I~_' _t'" --- 1-<.l4~1 ~ \~ '- 'l t\ \ ,ak I ,'\x\ ,'~ ...... i"i'\:' '0 I ~\~_ ~r? ~.-\\..- \ ~~~, '~~ v1r-~- Q") ~ v (/' l- ,\ \ I T:::r I ~~ ~ - \ \ \ \ v y \ ...-:o:l::: ~ I - -.J I L - Gi Gl ... I ll': ~ ~ l.U (!) a ~~ o~ ~ (3 I .~" ;~ I I. I 1_ - z o :l " 1:' 0 ~ ~ ~ ~ : ~ ~ ~ ~ ~ ~ 5 .; a: <It ffi .'~ ~ ~ lcni~!:: ~ ~: : : ~ ~~ ~ I ~ - - - Ll - -.J I Attachlllent "A" INTERLOCAL WATER and,WASTEW ATER AGREEMENT THIS INTERLOC~L AGREEMENT is made this.LA day Of&"t.~~~'lA- , 1999, by and between the CTI;Y OF EDGEW ATER, FLORIDA, a municipal corporation, hereinafter refelTed to as "Edgewater", ahd the VOLUSIA COUNTY, FLORIDA, a charter county, hereinafter refelTed to as "County", RECITALS WHEREAS; Edgewater, presently owns and operates a potable Water supply, treatment and distribution system and a w~tewater treatment, collection and disposal system within Southeast Volusia County, Florida, for the purpose of furnishing potable water and wastewater services to its customers; and WHEREAS, County presently owns and operates a water supply and distribution system within Southeast Volusia County, Florida, for the purpose of furnishing potable water service to its customers; and .. WHEREAS, County presently is constructing a new .6 MOD regional wastewatertreatment, collection and disposal system for the purpose of providing wastewater treatment service to its cllstomers; and WHEREAS, Edgewater is authorized by Florida law to operate a potable water and wastewater system outside of Edgewater's corporate limits; and WHEREAS, Count~ is authorized by Florida law to operate a potable water and wastewater system within Volusia County; and WHEREAS, the parties entered into an interlocal agreement dated October 3, 1994, which established utility service areas for each jurisdiction, which service areas are unchanged by the subject agreement, and -1- I , " ",I WHEREAS, the parties previously entered into an agreement, dated May 3D, 1996, for the purpose of providing potable water service south of Edgewater along US 1 by and between Edgewater and County in anticipation of Ii future long-tenn interconnection between the two water systems; and WiI:EREAS, the parties wish to supersede the May 3D, 1996, agreement with this agreement; and WHEREAS, County has a need for additional potable water and Edgewater is willing to meet trus need in accordance with the terms of this Agreernent. WHEREAS, Edgewater has a need for long-tenn additional wastewater treatment and disposal and County is willing to meet this need in accordance with the telms of this Agreement. . WHEREAS, Edgewater and County agree the most cost-effective method for water and wastewater service to Southeast Volusia County will be a regional approach of Edgewater providing wholesale water service to the County and the County providing wholesale wastewater service to Edgewater. NOW, THEREFOR~, in consideration of the mutual promises herein contained, it is agreed as follows: I. hlcorporation of Recitals. The foregoing recitals are true and accurate and are incorporated herein by reference. 2. Defined Terms. Unless otherwise provided for In this InterlocaI Agreement, Capitalized Words and tenns shall have the following meanings: 2.1 "Anniversary Date" means each annual anniversary date of the first day of the Tenn. 2.2 "Cumulative Daily Average" means the cumulative daily average of water supplied or wastewater treated at any particular date during the Tenn of this agreement. Pursuant to paragraph 14, this figure is calculated at each Anniversary Date for the preceding 12 months. -2- .; ", . 2.3 "tmpact Fe~" means the impact fee (capital charge) charged by Edgewater and/or the County as a condition precedent to connection to the Edgewater and/or County Water System or' Wastewater Systeril, as amended froin time to time. 2.4 "MGD" means a unit of measurement equal to a million gallons per day. 2.5 "Notice Date" represents a potentially recurring date where either party would notify other palty, pursuant to paragraphs 11 and 12 ofthis agreement, that their Cumulative Daily ~ .~ Average exceeded the Reserved Water or Wastewater Capacity at, if applicable, the Revised Reserved Water or Wastewater Capacity. 2.6 "Permit" shall mean any licenses, permits, zoning changes, zoning variance or other approvals from any government or government agency. whether federal. state, regional or local, necessary or convenient to the acquisition, construction, trdnsfer, operation or ex.pansion of the water distribution facilities or wastewater collection or transmission facilities, including but not limited to any general use permits, temporary use permits. individual use permits or transfer of permits issued by the St. Jotin~ River Water Management District, the Department of Environmental Protection. the United States Army Corps of Engineers and all successor agencies. 2.7 "Potable Water" means water supplied by the Edgewater Water W orles System which is intended to be fit for human consumption and which complies with the Department of Environmental Protection regulations. Section 62-555 as well as all state and local regulations pertaining to public drinking water systems. 2.8 "Prior "Agreement" means the previous agreement dated May 30, 1996. between Edgewater and County for the purpose of providing potable water to the unincorporated area south of Edgewater. 2.9 "Reserved Capacity" means water or wastewater capacity for which impact fees have been paid or compensated. -3- ': 2.10 ''Term'' means that period which commences upon approval of the ~greement by the Edgewater City Council and the V olusia County Council. and ends on the later of (i) the . twentieth (20th) anniversary thereof, or (ii) if County exercises its option to extend pursuant to paragraph 18 of this agr~ment, then the period shall contmue in perpetuity, unless sooner terminated in accordance with the provisions of this agreement. 3. Representations of Ede:ewater. Edgewater makes the following representations to CounLy: 3.1 Edgewater is duly organized and in good standing under the laws of the State of Florida, and is duly qualjfied and authorized to carry on the governmental functions and operations set forth in this agreement 3.2 Edgewater has the power, authority and legal right to enter into and perform the obligations set forth in this agreement, and the execution, delivery and performance hereof by Edgewater: (1) has been duly authorized by the City Council of the City of Edgewater; (2) does not constitute a default under, or result in the creation of any line, charge, encumbrance, or security interest upon the assets of Edgewater, except as otherwise provided herein. 4. Representations of County. County makes the following representations to Edgewater: 4.1 County is duly organized and in good standing under the laws of the State of Florida, and is duly qualified and authorized to carry on the governmental functions and operations set f0l1h in this agreement. 4.2 County has the power, authOlity and legal right to enter into and perform the obligations set forth in this agreement, and'the execution, delivery and performance hereof by County: (l) has been duly authorized by tbe County Council of Volusia County; (2) does not constitute a default under, or result in the creation of any line, charge, encumbrance, or security interest upon the -4- assets of County, except as otherwise provided herein. 5. Statutory Authority. This agreement shall be considered an Interlocal Agreement pursuant to Chapter 163.01, Florida Statutes. A true and c::orrect copy of this agreement shall be f1led with the Clerk of the Circuit Court in Volusia County. 6. Supply of Water. Edgewater agrees to supply and make available to County, upon commencement of the Term and payment to Edgewater of the required Impact Fee, 250,000 gallons (.25 MOD) of Reserved Water Capacity (Average Annual Demand) during the Term of this agreement. County agrees to obtain Reserved Water Capacity up to .25 MGD capacity at a rate of four dollars ($4.00) per gallon. Edgewater and County agree the parties will exchange water capacity for wastewater capacity based on the per gallon charge. Notwithstanding the above, County agrees to purchase Reserved Capacity of no less than 75,000 gallons of water capacity within 6 months of the effective date of this agreement. Reserved Capacity of not less than 175,000 gallons will be provided to the County throueD an exchange of water for wastewater capacity. The parties recognize that the daily and monthly water consumption may vary. County shall.be billed based on the actual consumption on a monthly basis. 7. Water Rates. The tate to be charged for the purchase of Potable Water supplied to County by Edgewater shall be two dollars and seventy-five centS ($2.75) per one thousand (l,000) gallons. Edgewater may adjust the rate to be charged. Notice of rate adjustment shall be provided ; by July ] 5 for enactment on the foUowing October I. The level of any rate adjustment shall not exceed 5% per year for any period since the prior adjustment. 8. Treatment of Wastewater. County agrees to supply and make available to Edgewater, upon commencement of the term and payment to County of the required impact fee, up to .20 MGD of wastewater capacity to Edgewater during the term of this agreement. Edgewater agrees to a rate of four dollars and fifty cents ($4.50) per gallon for Reserved Capacity. County and -5- Edgewater agree the parties will exchange wastewater c~acity for water capacity based on the per gallon charge Reserved Cap~ity of not less than 155,555 gallons will be provided to Edgewater through an exchange for water capacity and Edgewater will direct average daily flows not less than 140,000 gallons to the County wastewater treatment facility at such time as the County regional . wastewater treatment facility commences operation. The County will provide Edgewater with 6 months notice of the anticipated commencement date. The parties agree that the daily and monthly wastewater demand may vary. Edg~water shall be billed on a monthly basis based on actual consumption but not less than the amount of its Reserved Capacity. 9. Wastewater Rates. The rates to be charged for wastewater treatment and disposal supplied to Edgewater by County sbaU be two dollars ($2.00) per One thousand (1,000) gallons of . wastewater. County may adjust the rates to be charged. Notice of rate adjustment shall be provided by July 15 for enactment on the following October 1. The level of any rate adjustment shall not exceed 5% on an annualized basis. 10. Audit of Water Consumption. On or after the occurrence of each Anniversary Date, Edgewater may audit County's consumption of water under this agreement by calculating the Cumulative Daily Average as J)f the most recent Anniversary Date. If the Cumulative Daily Average so computed exceeds the Reserved Water Capacity, then Edgewater shall provide County with notice to that effect. Edgewater may elect, at its discretion, one of the following options on or after the Notice Date: 10.1 Edgewater may provide no additional water capacity. 10.2 Edgewater may elect to increase the Reserved Water Capacity to at a minimum equal the Cumulative Daily 'Average so computed, and the increased amount shall become the Revised Reserved Water Capacity and County shall pay for Reserved Water Capacity at a rate of four dollars ($4.00) per gallon. -6- 11. Auditof"Wastewater Delitand. On or after the occurrence of each anniversary date, County may audit Edgewater's wastewater deman9 under this agreement by calculating the Cumulative Daily Average as of the most recent Anniversary Date. If the ClImulative Daily Average so computed exceeds the Reserved Wastewater Capacity then County shall provide Edgewater with notice to that effect and County may elect, at its discretion, one of the following options on or after the Notice Date: 11.1 County may provide 110 additional wastewater capacity. 11.2 County may elect to increase the Reserved Wastewater Capacity to at a minimum equal the Cumulative Daily Average so computed. and the increased amount shall become the Revised Reserved Wastewater Capacity and Edgewater shall pay for additional reserved wastewater ~apacity at a rate of four dollars and fifty cents ($4.50) per gallon; 12. Ownership and Maintenance. Edgewater shall retain ownership and maintenance responsibilities for that portiUn of the water system north of the interconnection and for the master meter for water sold to the County. County shall retain ownership and maintenance responsibilities for that portion of the water system south of the interconnection and for the master meter for wastewater flows sent to the County. The wastewater master meter will be located adjacent to the Hacienda del Rio community. County shall relain ownership and general maintenance responsibility for the customer meters and associated piping. however, Edgewater and the County shall have mutual unlimited access to the master meters, all meter readings and test records. Edgewater specifically agrees to maintain the potable water meters in good working order and accuracy in accordance with applicable A WW A standards so as to accurately measure any water transferred between the two systems. 13. Duration. The duration of this agreement for purposes of the sale and purchase of water service by County and tbe sale and purchase of wastewater service by Edgewater, shall be the -7- Term of the agreement as provided in Section 2.12. Notwithstanding any provision to th~ contrary, Edgewater or COUlity upon written notice of not less than 36 months in advapce may terminate this agreement. 13.1 Termination of the agreement shall not effect ownership of Reserved Capacity. Reserved Capacity may be returned to the service provider based on agreement between the parties. 13.2 Termination of service provision shall not effect the receipt of service under the terms of this agreement. 14. Option to Extend Term. Edgewater and the County shall bave the option to extend the Term of this agreement in perpetuity~ In order to exercise this option, both parties must (i) agree and acknowledge in writing their intention to exercise that option no later than the seventeenth (17th) Anniversary Date, (ii) pay the hnpact Fee required by this agreement, and (iii) not be in default of any provision of this agreement. 15. Service Standards. Edgewater and County shall operate and maimain their respective water supply, water treatment and distribution systems and render efficient service in accordance with the regulations of this agreerl~ent and the Florida Department of Environmental Protection, or any other governmental agency having jurisdiction thereof. Edgewater and County shall operate and maintain their respective wastewater treatment, collection and disposal systems and render efficient service in accordance with the regulations of the agreement and the Florida Department of Environmental Protection, or any other governmental agency having julisdiction. 16. No Contest of Permit Application. Edgewater and/or County shall not contest, '" oppose, impede or interfere with any Permit application filed by Edgewater and/or County. 17. Indemnification. 17.1 Edgewater agrees that they will indemnify and hold harmless County to the extent permitted by law, from any and all liability, claims, damages, expenses, proceedings and causes -8- i I of action of any kind and/or nature, including reasonable attorney's fees, arising out of or caused by , the negligence or intentional misconduct of Edgewater, including its employees and ag~nts, in connection with the management, control, use, operation, maintenance or repair of Edgewater's Water and Wastewater System, provided, however, nothing herein shall be constmed as a waiver of sovereign immunity or other limitations imposed by Florida Statutes Section 768.28. 17.2 County agrees that it will indemnify and hold harmless Edgewater to the extent permitted by law, from any E.Fid all liability, claims, damages, expenses, proceedings and causes of action of any kind and/or nature, including reasonable attorney's fees, arising out of Of caused by the negligence or intentional misconduct of County, including its employees and agents, in connection with the management, control, use, operation, maintenance or repair of County's Water and Wastewater System, provided, however, nothing herein shall be construed as a waiver of sovereign immunity or other limitations imposed by Florida Statutes Section 768.28. , 18. Notices. All notices required p~suant to this agreement shall be in writing, and shall be delivered to the parties by United States Mail, postage prepaid, as follows" Lawrence W. Arrington County Manager County of Volusia 123 W. Indiana Avenue Deland, Florida 32720 Kenneth R. Hooper City Manager' City of Edgewater 102 N. Riverside Drive Edgewater, Florida 32132 19. Severability, [f any section, subsection, sentence, clause, phase or portion of this agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate. distinct and independent provision of such holding, and such holding shalJ not affect the nJidity of the remaining pOI1ions hereof. -9- 1 ' 20. Attornev's Fees. In the event of any litigation arising out of this agreement, the prevailing party shall be entitled to an award of its reasonable attorney's fees and court costs incurred in such action. 21. Entirety. This agreement represents the entire understanding of the parties hereto. Any amendments shall be in writing and signed by both patties. 22. Applicable Law. The laws of the State of Florida shall govern the validity, interpretation, construction and performance of this agreement. V~nue for any suit involving this agreement shall be in Volusi~ County, Florida. 23. Waiver. Unless otherwise specifically provided by the terms to this agreement, no delay or failure to exercise a right resulting from any breach of this agreement shall impair such right or shaJI be construed to be a waiver thereof, but such right may be exercised from time to time and as often as may be deemed expedient. Any waiver shall be in writing and signed by the party granting such waiver. If any representation, warranty or covenant contained in this agreement is breached by any party and thereunder waived by the other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waiver, wither expressly or impliedly, any other breach of this agreement. 24. Reservation of Capacity. This agreement shall not be construed to give rise to nor shall there be reservation of water capacity or wastewater capacity over and above the Reserved water and/or wastewater capacity for which all bnpact Fees due and payable under this agreement have been fully paid or for any period existing beyond the Tenn of this agreement. 25. Termination of Aszreement. In the event this agreement is temlinated pursuant to any provision of this agreement, or at the end of the Term, both parties shall take all steps that arec reasonably necessary to insure no further use of the other party's water service and/or wastewater service is made. -10- . , . . 26. Effective.l)ate. This agreement shall be effective upon approval by the governing bodies of Edgewater and the <;ounty and shall supersede the agreement for wholesale water services dated May 30, 1996. IN WITNESS WHEREOF, the parties have executed this Agreement on the dates set forth below. ATTEST: CITY COUNCIL OF THE CITY OF EDGEW A TER, FLORIDA ,,/J ~~/~ Susan J. Wadsworth, C.M.C. City Clerk Dated: ~ .'). . <.\ ~ APPROVED FOR FORM & CORRECTNESS: AiaL( ./ Nikki Cla~ City Attorney COUNTY COUNCIL VOLUSIA COUNTY, FLORIDA By: ~r~a~ Chairman Dated: ;:/{;!)CTC;!/ c:\agrcelllCllt5\i nlerlocol- walcr.899 -11- .( . \#III.-ll![.~.. \ \r.. WHEREAS, all water, wastewater rates and capital changes are consistent with the existing lnterlocal Water and Waste~ater Agreement. NOW, THEREFORE, in consideration of the mutual promises herein contained, it is agreed as follows: I. IncorDoration of Recitals: The foregoing recitals in the Interlocal Water and Wastewater Agreement (September 2, 1999) and this Amendment Number 1 are true and accurate and adopted herein by reference. . 2. ReDresentation of Edeewater: Edgewater makes the following representations to County: 2.1 Edgewater agrees to budget and appropriate up to $403,367 for construction of the wastewater interconnection. 2.2 Edgewater a!;'lees to budget and appropriate up to $37,2.1 0 for design, permitting and construction phase services for the wastewater interconnection. 2.3 Edgewater agrees to pay approved invoices for construction, design, permitting and construction phase services as billed by County. Payment will be made within forty- five (45) days of receipt of a valid invoice from County. 3. Representation of County: County makes the following representations to Edgewater: ~ 3.1 The County agrees to administer the construction, design, permitting and construction phase services consistent with the existing contract conditions by and between County, AKA Services, Inc. and Marshall Provost, Inc. - 2 - ".1 . f'''~ : 1" '. to- .,-... 3.2 The County will review requests for partial payment for the wastewater interconnection consistent with the terms and conditions of cOntracts by and between County, AK~ Services; Inc, and Marshall Provost, Inc. 3.3. County will invoice Edgewater for payment of constnlction, design, permitting, and construction phase services consistent with this amendment. 4. Effective Date: This Amendment shall be effective upon approval by the governing bodies of Edgewater and County. . IN WITNESS WHEREOF, the parties have executed this Agreement on the dates set forth below. ATTEST: ---" CITY COUNCIL OF THE CITY g DG?l A ~R, FtO~A By: C!r~Cf."i, M'~ Donald Schmidt Mayor J /t::- S~SWOlth City Clerk Dated:~ 6~ 1.9.9 APPROVED FOR-FORM ~ClNESS: ~,~. N'kki tI t rL- 1 nyton City Attorney ~)E~I2JL County Manager COUNTY COUNCIL V~~SIA COUNTY, FLORIDA BY,\(~.~" Patricia Northey Chainnan Date<l:~ (90 c:\llgreements\wateramend01enl.\ - 3 - ... ,~ Attachment "B" 11/06/200a 16110 38642<12490 ENVIRmr-iENTALSERVlCE PAGE 02/12 . St. J!ilins River Water Management District Kitr/ 6. Gllllr. III, EllllC1IIlIAl DnclQr.' David W. F'l!k, As5lllan\ EXOQI'''- OlnlctOl 4049 Reid Street · P.O. Box 1429 · Palatka, Fl32178-1429 · (366) 329-4500 On the Internet al www.sjrwmd.c.om. December 1 I. 2007 City of Edg~W'Sl er Terry Wadswonh 104 N. Riverside Drive Edgewater, Ft.. ~2132 I . SUBJECT: ':;onsumptive Use Permit Number 9151 City of Edgewater Dear SlriMar. am: Enclosed is your Jer:mit as authorized by the Sl Johns River Water Management District on Oecember 11, K107. Please be 80\i1!l.-.d that the pe~od of time within which a third pl!lIty may request an admlnistratlve h ,sa ring on thIs permit may not have expired by the date of Is!uance. A potential petitioner hl!ls h/ellty-six (26) days from the date on which the actual notice Is deposited In the mall, or twenty. Joe (21) days from pubficatlon Of this notice when actual notice is not provided, within which to'fik: a petition for an administrative hearing pursuant to SecUons 120.669 end 120.57. Florlc.13 Statutes. Receipt of such a petltlon by the District may result In this permit becoming nul' ana void.' . Pennlt IssU2.,ce do is not relieve you from the responsibility of obtaining permits from any federal. sta~e and/e: local agencies asserting concurrent jurisdiction over this work. i . I The enclof;ed pem.lt Is a legal document and should be kept with your other Important records. Please re:td th~ pf mlit and conditions carefully since the referenced conditions may require submittaliof l!lddlticl/1sllnfon:nation. All information submitted as complia!'ce with permit conditlor's must ~ s\lbmitted to the nearest DIstrict Service Center and should Include the above r'Jferenced ,..eiTTllt number. Sincerely, ~4~~ G1mla Lewis, DireGto: DiVision of RegulE. tor J Information Management f~ctosures: Pen,\it. Conditions for Issuance, Compliance Fonns, Map, Well Tags , . .:c: District Pernik F ,Ie Agent: QUl.m in L Hampton Associates PO Bux 290247 Port Orange, FL 32129 .-....-.. . aOVEMlllNO 80ARD ~n N. Hu-~ <<C GhNIUIAIi AI'" 1 Mtl<ltG, Sl:01Ef~," lllJ,<<nenlll 1)l~'HIlU. !'lor~(jy"Hll1\\'{' HullTl1f.n AlkYl N. Jumper Ellm-ll,mS[ ronf I.lc:Ca< 0iYl1 G 'JrnhJtn, t". I<IWt .,Q(S3M.lf Meet! EI1eI I Cl,1BlO WilIall W. Kerr l.lallOO:oo."'l<~1 W. L.et'C'Brrl Wood. T~u.llIm1 ~RH~!D1I^Il!"" [)I_no L OtIen61me; JI.cKl'l.J'lU~ _1/El&/2Elr~8 16: 1 El 38&4242490 EtNlRONM8.frAL!X:RVlCE ~t. J9hns.Riyer Water Management District Ki'by B. 01'9911111. ExecuiNe Dlractor . DII\1n W. FIs(. ~Ianl ElIllOJrtVll [JreclOl PAGE 03/12 ee.: &Jb;P Q LlI-$~ 4049 Reid Street · P.O. Box 1429 · PaJa!ka. FL 32178-1429 · (366) 3294500 On the Inter:Jet at wviw.sjrovmd.com. January 7, 2008 City of Edgewtl~cr Terry Wadsworth ',04 N. RiVCrsillf Drive Edgewater, Fi \2132 , Subject: d>nsumpti. ve Use Permit Number 9157 I .' Olty of Edgewstel' Dear SirlMadar 1: I Please find endosed a c:orrc..cted set of Conditions ''Emibit An for the above referenced permit. The condition, were incorrect in th31: the conditions 23 - 26 should have been 23, 23 a, 23 b., 23 c. All subseq',lent conditions bave been renumbered accordingly,' I If you have 8:lY questions, please do not hesitate to contact this office. 9~ osie Parker, Regulatory Information Management Specialist III Division ,)f Regulatory Information Managemont " ': Enc)OSl.re RP:s GOVUlNINQ BOAII".-- s~ N. ~.. VCE C1Wlll,W.J An'! T. Mootl. SliC'le.AAY I'CME VfC:l.' ~JN~EU. Her~'He<kt huf!r:Jv1 Arl&n N.J1.~, ~~TiJ;1"lISt rOOT "''::0\' ~avld (; Grahflm. CHAlflIoWi '~'SOHVUi MIC.'l,. C!r.e! t::, Xl Vll1!iam VI. ICon IA5l.111'F'U! Il\I'01 Vt.leoC\8rU Wood, 'Jl;IIS1.JAE.~ 'ER~/.NL~'l"'..Ac.t Du~r.o l. OltenallCllr .1/oCY.lI~''-.E l1/Elo/2E)1'9 16: 11 38642424se EtNIR~TALSERVlCE PAGE ~4/12 PERMIT NO. ilQ1 DATE ISSUED: December 11. 200Z PROJeCT NAME: City of EdClewater A PERMIT AUTHORIZING: The District authorizes. as limited by the attached permit conditions, the use of up to 1,277.50 millicn gallons per year (3.50 million ga1l0115 'per d~y average) of groufldvlater from the Floridan aq~lier to meet the pUblic supply needs of e projected population of 38,379 In 2027 and up to 36500 million gallons per year (1.00 million gallons per day average) of surface I stormwater to supplement the reclaimed water distribution system. LOCATION: Site: City of Edgewater Volusia County Sections: 31 5,6,7 Townships: 17 South 16 South Ranges: 34 East 34 East ISSUED TO: City of Edgewater -;"eny Wadsworth 04 N. Riverside Drive ::dgewater, Fl32132 : 'ermittee agrees to hold and save the St. Johns River Water Management District and Its ~;Uccessors harmless from any and all damages, claims, or liabilities which may arise from ~.ennit iSSUance. .Sald application, inoluding all maps and specifications attached thereto, Is by raference made a part hereof. This permit does not convey to permittee any property rights nor any rights of privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencles. All structures and works Installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modlfted or transferred at any time pursuant to the appropriate provisions of Chapter 373. Florida StaMes and 4OC-1, Florida Administrative Code. PERMIT IS CONomONED UPON: See conditions on attached "Exhibit A", dated December 11. 20Q7 AUTHORIZED BY: By; St. Johns River Water Management District Department of Resource Management. /~-) I . By:, ./ -1 //)/ ~~ Kirby 8. ,Green', lit" executive DIrector 11/B6/2ae8 16:16 3864242481:} ENVlRONMENTALSERVlCE PAGE 135/12 "EXHIBIT A" CONDITIONS FOR ISSVANCE OF PI:R~IT NUMBER 9157 ~ITYOF EDGEWATER DATED DECEMBER 11,2007 I 1. DistrIct Authorized s1aff, upon proper identification, will have permission to enter, inspect and obs~~rVe permitted and related facilities in order to detennine compliance with the approved pial ~, specifications and conditions of this permit. 2. Nott .ing in this perm]t should b,e construed to limit the authority of the St. Johns River Water Man;;lgement District to declare a water shO$ge and Issue orders pursuant to Section 373.1 ~5, Florida Statutes, or to formulate a plan for implel}lentation during periods of water short. ge, pursuant to Section 373.246, Florlda Statutes. In the event a Vt.rater shortage, Is decla ~d by tile District Govem.ing Board, the permittee must adhere to th~ water shortage restrh tlon as specified by the District, even though the spaclfled water shortage restrictions may I :e inconsistent with the terms and conditions of this permit. 3. Prior ~~ tI1e construction, modification, or abandonment of a well, the pennlttee must obtain .a Water wrelJ Construction Permit from the S1. Johns River Water Management District, or the apprr'~iiate local government pursuant to Chapter 4OC-3, Flofida Administrative Code. Cons\' ;Jdion, modification. or abandonment of a well \vill require modification of the consumptive use permit when such construction, modificatIon or abandonment is other than that SI ,;,-dfied and described on the consumptive use permit application form. 4. Leakb I J or inoperative well casings. valves. or controls must be repaired or replaced 85 requlr. d to efimlnate the leak or make the system fuHy operational. 5. The C:I~ trict must be notified, hl writing, wl1hln 30 days of any sale, conveyance, or other trens1 ar of a well or facility from which the permitted consumptive use Is made or within 30 days of i:!rJY transfer of ownership or cpnlrol of lhe real property at which the pern:lltted consumptive use Is located. All ~ransters of ownership or transfers of permits are SUbject to the pi 0 "bions of section 4OC-1.612, Florida Adinlnlstratlve Code. 6. A Dj<.,rrk..issu~d Identification tag shall be prominently displayed at each withdrawal site by pemlnn<;:rt/y affixing such tag to the pump, haac!gate, va.lVE or other withdrawal facility 8S proVi!OC oy Section 400.2.401, Florida Administrative Code. Permittee shaU notify the Dfstr. ~t iI, the event thai a replacement tag Is needed. 7. If tht pel. nittee does not serve a new projected demand located within the service area upon whict tn" annual allocation was calculated, the annual allocation will be Gubject to modil;~' '(In. 8. Leg.:.: U~ s .jf water existing at the time of the permit application may not be interfered wl~h by the 'j int ,.pUve use. If unanticipated interference OCCUffi, the District may revoke the permit In w' .,1", OJ in part to curtail or abate the intl!rfe~nce unless the permittee mitigat~s fOr the interfere C '. In those cases where other permit holders are Identified by the District as also cont:ib\.. I to the Interference, the permittee may choose to mitigate in a cooperative effort wlththE . .ther pennittees. The permittee must submit a mitigation plan to the DIstrict for ap,,{-oVf . ilJr to implementing such mitigation. I 9. en-site .: uses existing at ths time of permit application may not be significantly adversely j, Ipeote. 3S a result of the consumptive use. If unanticipated sIgnificant adverse impacts .:ccur, Ule District shall revoke the permit In whole or in part to curtail or abate lhe adverse ;,mpact9, I :nless the impacts can be mitigated by the permll1ee. i 11/06/2688 16:~a 10. The pen, irtee must ensure that fall service connections arf3 metered. 3864242480 EtNIRONMENT ALSERV ICE PAGE eJG/12 11. AlIsubmfh.t1s made to demonst~j~ compliance with this permit must include the CUP number 9:157 plainly labeled on the submittal. 12. This permit will expire December 11, 2027. 13. The combined maximum annual withdrawal of groundwater from the Floridan aquifer from the A.R. Thomas, Western, and Northwest wellfields for potable water supply must not exceed: 839.65 million gaDons (2.30 million gallons per day average) In 2007, 873.75 milli,on ga80n5 (~&~ million gallons per clay average) In 2008.... 907.86 million gaUons (2.49 million gallons per day average) in 2009, 941.96 million ganon5 (2.58 million ga.llons per clay 2Iverags) In 2010, 969.90 million gallons (2.66 million gallons per day average) in 2011, 997.84 mllli~ri gallons (2.73. mil/Ion gallons per day average) In2q12, 1,025}8 million gallons (2.81 million gallons per c;lay average) in 2013, 1,0153.72 million gallons (~;~~ million 98,IIon8 per day average) ih 2014, 1,081.66 milliOn gallons (2.96 million gallons per day average) In 2015, 1,101.49 million gallons (3.02/Tl1lIlon gallons per day average) in ~016. 1, '21.32 mUllon gallons (3.07 million gallons. per day average) In 2017, 1.141.15 mQllon gallons (3.13 million gallons per day average) In 201 a, 1,160.98 mBlion gallons (3.18 million gallons per day average) In 2019, 1.180.81million gallons (3.24 million gallons per day average) In 2020, , ,19a.35 million gallons (3.28 mil/ion gallons per day average) in 2021, ',2'15.89 million gallons (3.33 million gallons per day average) In 2022, 1.233.43 million gallons (3.38. million gallons per day average) i,n ~O~;3-. 1.250.97 million gallons (3.43 million gallons per day average) in 2024, 1,268.51 million gallons (3.48 million gallons per day average) in 2026, 1,277.50 million gallons (3.50 million gallons per day average) In 2026, and 2027. If, in any year. the actLlal volume of water withdrawn by the permittee equals 95 percent or more of the amount of water allocated for use by this permit. then the permittee shall submit a report to the District that explains why the withdrawal of w2Iter by the permittee equals 95 percent or more of the amount allocated for in this permit. The report shall evaluate the effect of the following on the volume of water Withdrawn by the permittee: a. Climatic shortfafls (drought); b. Greater than anticipated growth In the permittee's service area; c. Inefficient usage within the service area; and d. Other f!totors that account for the withdrawal volume equaling 95 petrcent or more of the allocation. The report must include a breakdown of the population currently being served by the permittee, an updated,projection of anticipated pOpUlation that will b~ served for the following year. an evaluation as to whether the permittee anticlpates whether It will be able to meet the water needs of the revIsed projected population without viOlating the allocations set forth In this permit, and a corrective action plan setting forth actions that the permittee intends to take If the evaluatlon Indicates that aUocatlons will be exceeded during the followIng year. The report must be submitted to the District by February 15t~ of the year follOwing the year wherein the permfttee-experienced withdra\r'Vals of water that equals 95 percent or more of tha amount of water allocate<! for use by this permit. 14, Maximum annual groundwatBr withdrawals from the Floridan aquifer at each wellfleld must not, unless as noted below, exceed: 11/06/2008 16:19 3864242480 ENVlRONMENTALSERVlCE PAGE E'l7l12 A.R. Thomas Western Northwest 611.4 million gallons 382.2 million gallons 283.6 million gallons. The permittee may exceed the Individual wellfleld allocation for B particular wellfleld, provided the water use does not exceed the total permitted aUocation end any shift in withdrawals does not contribute to Interferenoe with existing legal uses, or cause or contribute to significant saline water intrusion or adverse impacts to adjacent land uses. If the permittee exceeds this amount at any wellfield during the permit duration, a report must be submitted to the District, by February 1 of the year following the exceedance, documenting that the withdrawals have IlOt wntributed to interference with existing legal USElS, or caused or contributed to Significant saline water Intrusion or adverse impacts 10 adjacent land uses. 15. The maximum annual surface I storrnwater withdrawals (District 10 104973) for augmentation of the reclaimed water distribution $ystem must not exceed 365.00 million gallons. 16. Eastern wellfield wells 1, 2, 4. and 5 (District IDs 17612, 17613,17615, and 17616, respectively) are to remain inactive or be 2lbandoneej. Well 3 (District ID 17614) shall be modified to facilitate monitoring of the Floridan aquifer as described In the Saltwater Intrusion Monitoring Program. 17. Total withdrawals from w.ells 6 .15. and 17 - 24 (Dtstrict IDs 17617,17618,17628,17619, 17621,17622,17523, "17624,17625. 17626,35638,38564,38565,3.8566.38567,38568, 38569; and 137852, respectively) and the reclaimed augmentatIon pump (Oistnct 10109473) as listed on the appIlCiJtion(s), must be recorded continuously. totaled monthly, and reported to the District at least .!Very six months from the Initiation of the monitoring using district Form No. EN-50. The reporting dates each year will be as follows for the duration of the permit: ReoortlnCl Period January - June JUly - December ReDor! Due July 31 January 31 18. All existing and propo!..ed wells 6 p15, and 17.24 (District IDs 17617, 17618, 17628, 17619, 17621,17622,17623.17624. 17625, 17626.35638.38564,38565,38566.38567,38568, 38569, and 137852, r'l:spectively) and the reclaimed augmentation pump (Oistr1ct 10109473) are, or prior to withdrawals must be, equipped with totalizing flow meters. These meters must maintain 95% accuracy. be verifiable and be Installed according to the manufacturer's specifications. 19. The permittee must maintain all msters. In case of failure or breakdown of any meter, the District must be notified in writil 19 within 5 days of its discovery. A defective meter must be repaired or replaced within 30 day~, of Its discovery. 20. The permitt~ must halle aU flow meters ohecked for accuracy at least once every 3 years within 30 days of the annlverl8ry date of permit issuance, end recalibrated if the difference between the actual flow and thf meter reading Is greater than 5%. District Form No. EN~51 must be submitted to the Dlstrl t within 10 days of the inspection/calibration. 21. All available lower QU31lty sources of water, Including reclaimed water and storm water, must be distributed for use or be used by the Permittee In place of higher quality water sources when deemed feaslb.e pursuant to' District rules and appHcable state law. 22. In the event that an alternative water supply (including surface water, stormwater, or seawl!lter) becomes available for use, the permittee shall uSe th9 alternative water supply Instead of groundwater unless tile)' demonstrate that H is not economically, environmentally or 11/06/2608 16::6 386<;2424813 EtNlRONMENTALSERVlCE PAGE 138/12 technologically fea,5ible to do so. 23.The Permittee mU'4t collect and have watliu quality samples analyzed for the following constrtuents for the months and wells listed below: (a) The PermlttJe must collect and have analyzed a water qualily sample from production wells 6,15, aM Wf91123 (District IDs 17617,17626, and 38569) In May & October of each year for the PUffilt duration. Ea.ch sample must be analyzed for the following: Field temper'lture Field pH Bicarbonak C8ldum Carbonat!'. Chloride Magnesl Jm Potassium Sodium Sulfate Total Iron Total Alkalinity Total Dissolved Solids Total Hardness (by calculation) Specific eonductance (t) Th.~ Permittee must collect and have analyzed a water quality sample monthly for chlorides fi >ri1 fach production well for the permit duration. ,c) 'he permittee must collect and have analyzed a water sample from Floridan aquifer wells 17, .!1. 22. 23, and 24 (District IDs 35638,38567,38568,38569, and 137852) upon or Ipletlon of the well. The sample must be analyzed for the following: Fi31d temperature F .ald pH F Sicarbonale .;alolum Carbonate Chloride Magnesium Potassium SOdilJm Sulfate T olal Iron Totel Alkalinity Total Dissolved Solids Total Hardness (by calCUlation) Specific Conductance Strontlllm Sample Collection. Quality Assurance and Reporting requirements for the samples described In (a), (b), and (c) above must be conducted as follows: Sample Collection: Samples must be collected In accordance with the Florida Department of Environmental Protection's (FDEP) standard operatlng procedures (SOP), DEP-SOP-001/01, DEP Quality Assurance Rule, 62-160, F.A.C. Prior to sample collection a minimum of 3-5 casing volumes must be removed from each wall. The well must be purged In accordance with DEP-SOP-001 f01 and well purging must be documented using the Groundwater Sampling Log form found in the referenced FDEP SOP. Samples must be stored on Ice ImmedJetely after collection. and remain on ice until received by the laboratory. It Is recommended that sample duplicates be taken to allow for laboratory errors or data loss and these samples be stored by the laboratory for a minimum of 60 days to ensure backup sample availability should re-analyses be required, Quality Assurance: All water quality analyses must be performed by a laboratory certified by the Florida Department of Health (FDOH) and the National Environmental Laboratory Accreditation Conference (NELAC). All laboratory analyses must lie by methods for which the laboratory has FDOH certHlcatlon. All laboratory analyses must be completed within EPA holding times. 11/aS/2res 16:10 38642'24130 EtNIRONMENTALSERVlCE PAGE fl9/12 If the data is 1051 or a laboratory error occurs and the EPA holding tlmo for the analysis has oxplred, the Permittee must resample the well within 15 days of notification from the laboratory that a lo~~ or laboratory error has occurred. With the exception of pH, laboratory analyses utilizing selective Ion electrodes are not acceptable due to the inadequate sensltlvlty of these methods. Analyses utilizing test kits typIcally used for field screening (e.g., Hach and LeMotte) are also not acceptable for the sal'le reason. F.1l major ion analyses must be checked for anion~cation balance and should balance within 1 ,J% If the anion-cation balance does not balance within 10%. !he permittee must review the dl.ta and include in the report submitted to the District a discussion of the cause or e. .f.ol1Jnation of the imbalance. Rt;l~)l ,rtt;: A f. port must be submitted to the District within 30 days of receipt of data analysis from the lat;. lratory to include: f.) Well sampling log .)) (naln of custody forms .~) I );'lt8 report In epproved format All d~'.{a must be submitted to the District in a District approved electronic format consistent wl~h '-"JOH and NELAC laboratory reporting requirements. . 24. h N~I~( quality data collected by the permittee or the District Indicate that significant saline \'oIr1te ntrusion Is occulTIng In any of the permitted wells as a result of the withdrawals luth II "...(~d by this permit, the permittee mllst submit a plan for District approval to abate the .mpf ,:l ' ~used by the saline water intrusion. The plan must. contain a schedule for impl !r.l nt8tion of corrective action, which ml!Y Include modification of the well construction, .vell et .~bllltation and reduction In well withdrawal rates or other measures identified by the ~~ert Ittoe to abate the Impact. The permittee must implement the District-appro\led plan pun l.lMt to the schedule set forth In the plsn. 25. Wat~! Nel monitoring must be Initiated by June 11, 2006. The pelTTllttee must conduct hydrd~;J1c and photo monitoring at each of the eight(8) wetland areas listed below and chsi'a.:terized in the Revised Wetlend Impact Assessment received by the District on Decenber 6, 2006: MS." . (S9C 4, T. 18 $., R. 34 E.); M$-~, (Sec 8. T. 18 S., R. 34 E.); MS.:>, (Sec 6. T. 18 S., R. 34 E.); MS-4, (See 6, T. 18 S., R. 34 e.): MS.5, (See 1, T. 185., R. 33 E.); ~S' .6, (Sec 3, T. 18 S., R. 33 E.); MC-7, (See 32, T. 18 S.. R. 33 E.); M3-8, (See 1. T. 185., R. 33 E.). 1 ne permittee must Install shallow monitoring wells at each of the aboveMlist9d wetland sites. -he wells must be located near the uplendlwetland interface. The monitoring well design and 'ipecific locations must be approved in writing by the District staff before the wells are installed. The monitoring wells must be Installed by a IlClmsed water well contractor (as required In subsection 373.336 <1 )(b), F.S_), end all monitoring devices shall be surveyed to NAVD (1988) to an accuracy of +/- 0.01 foot. 11 h16/2,j6S 16: 1 e 3864242486 ENVlRONMENTALSERVlCE PAGE 113/12 If i!ll1other agency or L1tlHty Is monitoring the same water body, then the "a me monitoring equipment/data can, upon written approval by SJRWMD, be used with the owner's oonsent. A staff gauge may substitute for a shallow monitoring well If District staff determine that the substitlltion WOuld be capable of capturing a complete range of water fluctuation. 261 Tr~sect locations where veg~tatlon and soils are to bE! sampled must be approved by the District for ~ch wetland monitorit'lQ site by J.une 11, 2008. Each transect shall be 150 feet in length, arid located such that 60 feet of the adjacent upland Is Included, and oriented towards the wetland center arid perpendicular to the wetland edge. The monitoring well should be located on the transect (if possible). If the adjacent upland consists of placed fill, then the transect may be limited to 120 feet In length, such that 20 feet of the adjacent uple,."d Is inclUded. The following information must be recorded far each transect: a) A permanent photo station must be monumented on the transect near the monitoring well for ar'l1ual photographs. b) Suil surface elevations must be recorded to an accuracy of +/. 0.1 foot at 6-foot intervals and W: 'erever there is a change In plant community. c) Othdf envlronm~ntal1eatures such as the upland/wetland Interface, current water level, cyprest> buttreSS inflection points (up to :3 individuals), lower extent of lichen lines or upper extent t:1 moss collars, watermarks, and the lower edge of the saw palmetto (Serenoa repens:l ~ringe must be surveyed, If present. d) Plan: communities must be de$cribed, Including a listing of all vascular plent species, by plant cc.nmunity, present within 10 feet of one side of the transect line, their relative abunda! iCEl, and the diameter at breast height (d.b.h.) of any woody plants greater than 1" d.b.h. e) A de:lcriptlon of soil color, texture, and hydric soli indicators must be made in the top 24 Inches N soil at 25 foot Intervals along the transect described above for s total of 7 stations. If the soil survey depicts the soils as open water, than the soli description will occur out to a water depth of 3 feet. and depth to sediment surface and depth of organic substrate will be recorded for the remaining intervals. 27. Rainfall from a rain gauge in the vicinity of the monitoring wells must be recorded weekly, on the same day as the water level recordings. Locations of rain gauges shall be submitted to the Districl by June 11, 2008 for written approval. The same rain gauge may be used for more than one monitoring site if the sites are located within a ten-mile radius. 28. A Baseline Monitoring Site Report must be submitted to the District by December 1', 2008. The report must Include the following information for each monitoring site (as applicable): a) a diagram of the elevations, plant communities, and hydric 50 lis located along the transect, b) a summary of the solis data collected, c) a summary of the vegetation data collected. d) a map Showing the location of the rain galJge(s), and e} Information regarding the Installation of the monitoring wells, including a well completion report, latitudellongitude coordinates of the well, well location on a map, and a brief site description. 29.. Monitoring data must be submitted electronicslly as spreadsheels on January 31st end JlJl~ 31$1 of each year, In a District approved computer accessible fonnat. Data submittal will start on July 31'\ 2008. The following Information must be recorded by the permittee for each wetland monitoring site: ~ter level (weekly without data loggf'Jrs or dally with data loggers), inches of rainfall (weekly), and pumping volume (weekly by weU). Water level data must be reported as elevation above sea level (NAVD). Th!l Permittee must contact the District for specific details on how to submit the computer accessible information. These data must also 11/e5/20e8 16:1e J864242480 ENVlRONMaH ~SERVlCE PAGE 11/12 be submitted as e legible paper copy (two copies). 30. On March 31st, starting In 2009, the pennlttee must submit an annual report summarizing the monitoring effqrts end comparing all of the wetland moriltorlng data recorded for the last calendar year and previous years. The report must Include panoramic photographs taken in September at the e$tablished photo stations, and graphs summarizing the rainfall, pumping volume, and monitoring data. The elevation of ~he uplaJ'\d/wetland Interface must be Indicated on the graphs. In addition. the report will Include a brief analysis of any data trehds. 31: If the permittee k, unable to obtain or maintain legal access to any of the monitoring sites referenced abO\ld, the pennlttee must notify SJRWMD In writing within 15 days of concluding that access to B: ,y specific site is not possible. Within 45 days of this notification, the permittee musl:.ulmit an alternative site to modify the mClnitoring network. Within sIx months of SJRWMiJ approval of the monitorlng network modifICation. the permltt~e must Implement the app!oved change(s). 32. A staff gauge must .)e maintained In the reclaimed augmentation lake and a continuously mo"nltorlog pressUrE transducer must be maintained in Piezometer No. P2. The staff gauge must be recordec d; ,1Iy. Water levels in Piezometer No. P2.must be recorded continuously. Withdrawals from it 1\:1 borrow pit must be terminated when the depth to water drops to a level greater than 15 fee' helow Iimd surface. Water level data for both the borrow pit and Piezometer No. P:l ,I ;ust be submitted semi-annually to the District with the water use reports. This data Jlll,st be presented graphically with Indication as to when withdrawals occurred. Special r fe must be made If withdrawals were terminated because of low water levels In Plezomet~ ~o. P2. 33. The permittee musi . donitor levels and water quality of the Floridan aquifer as described below and in the SF~I Nater Intrusion Monitoring Program (SWIM?) for the permit duration. The SWIMP is detFjU~:d In the Saline Water Intrusion Environmental MonItoring Plan m1bmitted to the Datl.ct, deted November 20, 2006, with the revised locations and details speCified in the T(1chnical Memo from Connect Consulting, Inc.. dated October 10, 2007. The monitoring IrWlls Include Floridan aquifer MW1 (dual zone monitoring wall) (District IDs 137853 end 144350) located at the A.R. Thomc'!!s Wellfleld and Floridan aquifer MW2 (formerly well Nn. 3) (District 1017614). In accordance with these documents the parmlttee must complete 'Jnd implement the following in addition to the monitoring requirements outlined In the '~WIMP: a) MW1 and tlN/2 must be completed and monitoring begun at least 60 days prior to any of the proposeC'. new wells being used. b} The pernltl.ee must have the top of casing and well pad elevations on each monitoring well surve', ed in reference to feet N~VO. Surveyed location and elevation must be submitted to the DIs.I1ct within 30 days of completion of monitorlng well construction. c) The :Jennlttee must submit the recorded water level and '1mter quality data to the District seml-a'lnually wlth the water use submittals. d) TIle permittee must submit a report bl-annually on April 1, beginning In 2009, containing a bend analysis and future water qualityproj6ction as described in the SWIMP. 34. Tt a City must Implement the wellfleld management plan as described In the Water Plant C Jet atlons Manual T.O.C. # 009a, dated October 10, 2007. Any revisIons or changes to the plan should be submitted to the DIstrict for review within 30 days. Within six months of clJrnpletlon of any of the proposed new wells, the City must update this wellfield management \.lien to Incorporate the new well(s) and submit to the Dlstrlot for review. ~J/~t i~~d l~;lg jt:llS'4.l""Qc:ltl c.til/ .1"U"'IC:J~ I ~IW .1 \.Co ,..H\:Ic. ,l lot ~ " 35. Prior to the ~~tn.J,qt~O of weU 23 (Olstr\cl 10 3QM9), the ~errnlt\~ mu~ s~.~i'nlt il p~p,o!Sed Itq\J~~ test plan tQr, D.i~tiict review and a~p~va' t9. ~ condubt~d In @CC()fqa.r~ ~ t~~ AqlJlfer Testing Guidelines outined In the CbriSUr'nPtfve Use Permit Aj)~lc8n~s Handbook. 36. The Permltte~ls. c.Q1')5Umptlve use ~ha~. n9\ ~~rsely Impact. we~~~~, l~kesJ and sprtnQ nows or ca.U$$ or ~Qn{rl~utB td. a vtb.\atlon ot rntr.\rnu!ri flOWs ah~ lev~s aqQpted hi ~~aet~r 40c.8. F.A.C., e)(~pt ~s auttldnmd bY an SJRWMO~approved mli'ilm.~m fl~w. o.r leve' (MFl) reCQvery strategi, If u"~r!~clpated significant ~dvers~ Imp~cts occur. \he SJRWMD shel\ revoke the perm" 10 WhOle or in part to COrtall or abate the adverse ImpaCts, unless the impacts can be mitigated bY the Permittee; 37. All Irrlga\lon system~ owned and operated by the Permittee must be e,qulpped with rain sensoi'(s) and/or ~Q!I m91sture monitoring de,/\ce(s). The rain sen9on3{s) af'd'9r contr6I1er~s) must be maintained and operatioh~I, purSuant to the manufaclure(S $peclflcatlons for permit duratIon. 38. The perri1ittt!~st.ll!l\ n.ot Irrigate land$ca~ more than two days a week except as provided for in sectlor'\.40C-2.042. Florida Adm\n\sti8tlve Code. 39. Lend6C8pe Irrigation is prohibited between the hours of 10:00 8.m. and 4:00 p.m., except as follows: . II) lnigatlon using 8 micro-Irrigation ~ystem is allowed BnyUme. b) The use of reclaimed watei'for Irngatlon Is ~nowed anYtIme. . c} Irrigation of'new landscape is alloWed any time of day for the Initial 3o-day ~rtod provided that tlie Irfig2ltiOri Is limited to the amount necessary for landscape establishment. d) Watering In of chemlca.!s, Including Insecticides. pesticides. fertlrl2ers, fungicides. and h.rblddes when reqLllred by ~'tY, the manufacturer, or best management practices Is allowed anytime wtthln 24 hours of appliCation. s) Irrigation systeam~ may be operated anytime for maintenance and repair purposes not to exceed ten minutes ~r hour per :Zone. t) lnigatlon using a hand-held hose equipped with an automatlo shut-off nozzle Is allowed anytime. g) Discharge of water from a water-ta-alr conditioning unit or other water dependent COOling system Is not limited. 40. The Permittee must submit, to the Distrtct. a compltance r8port pursuant to subsection 373.236(4), Florida st~tute!, by December 11" In the years 2012. 2017. and 2022. The report stiall contain sumclent infOnTIaUon to demonstrate tha~ the Permittee's use oJ water cont\nues, for the remaining duration of the perinlt, to meet the conditions for pennlt Issuance set forth In the DistrICt rules tha' existed at the time the permit was Issued for 20 years by the District. In providing such aS5urance. the oempllance report must, at <1 minimum: a) .neet the submittal requIrements of section 4.2 of the District's Applicant's Handbook: Consumpti\lfl Uses 01 Water, Februa.ry 15.2006: b) Illclude documentation verifylng th.ll the source Is capable of supplying the needs autl,olized by this permit without Cl!Iuslng harm to water resources; 0) i: .elude documentation verifying that use of water Is efficient and that the P9rmlttee is Irr.p:amentlng all feasible water conservation measures~ d) ;j'Jcument that slgnfficant water quality degradation Is not occurring; and ej It elude Information documenting thet the projected allocation Is needed. ~ Attachment "C" Utility Service Area Agreement By and Between The City of Oak Hill, F1ori.c,ia, The City of Edgewater, Florida and The County of Volusia, Florida Whereas, the County orVolusia ("County") is a Florida home rule charter county and has all powers of local scl f-govcrnment not inconsistent with general law; and the City of Oak Hill ("Oak Hill") and the City of Edgewater ("Edgcwater"), both are Florida municipal corporations; and Whereas, the Local Government Comprehensive Planning and Land Development Regulation Act, Chapter 163, Florida Statutes, and Rule Chapter 9J-5, Florida Administrative Code, provide requirements and guidelines regarding land lIse planning, establishment oC"levels of service", capital improvement programming lor infrastmcturc requirements, intergovernmental coordination and mutual cooperation, and concurrency ofinfrastmeture provisions with development approvals; and Whereas, the City of Edgewatcr, the City of Oak Hill, and the County recognize the desirability and the need to provide water and wastewater service within Volusia County, Florida, in a manner whieh is both economical and based on sound engineering principles and consistent with local, state, and federal regulations, and which promotes conservation of local natural resources; and Whereas, the parties agree the duplication of water and wastewater service facilities is undesirable and may result in needless and wasteful expenditures and wasted resources; and Whereas, Volusia County clllrently owns and operates a wastewater collection, tre.'ltment and disposal facility located in unincorporated Volusia County, northwest of the Oak Hill City limits, for the purpose of providing wastewater treatment service to its customers, including wholesale wastewaler service to the City of Edgcwater. \Vhereas, the City of Edgewaler currently owns and operates a potable water Ire-dtment, supply. and distribution system, located within the city limits of Edgewater, for the purpose of providing potable water service to its customers, including wholesale water service to the County. Whereas, the City of Oak Hill currently does not own or operate water treatment supply and distribution or wastewater collection, treatment and disposal systems to serve customers within the Oak Hill corporate limits; and Whereas, Oak HiII.bas expressed a desire tbat.tbe County, on a retail basis, provide tar water, wastewater, (and reclaimed water, when available) utility services within Oak Hill's corporate limits; and - I - Whereas, the County agrees to provide water, wastewater, (and reclaimed water, when available) services, on a retail basis, to new development within the Oak Hill corporate limits, under the terms of this agreement; Whereas, Edgewater agrees to supply and make available to the County, on a wholesale basis, water capacity sufficient to meet the demand of the aforementioned development within the Oak Hill corporate limits under provisions orthe existing wholesale agreement between the City of Edgewatcr and the County, dated the 2nd day of September, 1999, and titled "Interloeal Water and Wastewater Agreement; Whereas, the parties make and enter into this Agreement for the purposes of accomplishing the goals and objectives stated hereinabove; Now, therefore, in consideration of mutual understandings and covenants set forth herein and pursuant 10 125.01 Florida Statutes, County, Edgcwater and Oak Hill agree as f01l0ws: 1. The foregoing recitations are true, correct and incorporated herein by speei fic reference. 2. Incorporated herein by specific reference, and attached hereto is a map, being Exhibit I, comprising the intended water and wastewater service areas of southeast V6lusia County, which may in the future be amended as hereinafter set forth. Those areas outlined in bold in Exhibit I shall be excluded from the above described service area and the water consumption from said areas shall not be allocated against the reserve capacity set forth in this Agreement. 3. The map attached hereto as Exhibit I involves, in the public interest, the results of studies, negotiations, engineering evaluations or analysis, and examination by the respective parties as to the best and most economical means for the provision of water, wastewater and reclaimed water services in the service area. 4. The City of Edgewater hereby agrees to reserve 0.2 MGD capacity to be used exclusively in the southeast Vol usia County service area as reflected in Ex.hibit 1. This reserve capacity can only be adjusted by the unanimous written agreement of all parties to the Agreement. Nothing in this Agreement shall alter the temlS of the lnterlocal Water and Wastewater Agreement between the City of Edgewater and the County of . V olusia, dated September.2, 1999 and amended from time to time. 5. Potable water and/or wastewater services by the County to Oak Hill may be provided using one or more of the following methods: - 2 - 3. Off-site water and/or wastewater main lines may be extended by a utility service agreement (USA) between the County and an individual developer or property owner. The developer or property owner will size water and/or wastewater main lines and pumping stations to provide service to the developer's property, however, the County reserves the right to increase size in accordance with the County's master plan. All amounlc; expended by the developer, over and above the developer's requirement, as determined by the Utilities Engineer, will be reimbursed by the County to the developer in accordance with terms of the USA through impact fee credits appropriate to the developer's property. Installation of local distribution and collection systems will be the sole responsibility of the developer or property owner. b. The County on its own initiative, may install water and wastewater main lines; local distribution and collection systems, and will be entitled to recover its costs of such instalIations through the charge of appropriate connection fees and/or costs based on hydraulic share to new customers connecting to such lines. c. Volusia County may, upon the request of Oak Hill or atTected property owners, provide financing through a special assessment, municipal service or benefit district, for water, wastewater, and reclaimed main lines, and local distribution and collection systems. The County will manage design and installation for any system improvements undertaken through this provision. A special assessment, municipal service or benefit district to provide water, sewer and reclaim may be available to existing residential properties in a specific geographical area if 51 % of those residents approve the proposed improvements. Even if approved, the Volusia Counly Council has the discretion to decide whether to create a special assessment district. Existing commercial property connections will be detemlined on a case-by-case basis. 6. All waler and wastewater main lines and local distribution and collection system improvements constructed under Number 4 above, and within Oak Hill shall meet the same design standards and level of service standards en forced by the County within unincorponlted service areas. 7. The County is responsible for maintenance of the potable water, wastewater, and reclaimed water lines once all lines have been installed and accepted by the County for the provision of such services. - 3. 8. Volusia County agrees to charge utility customers within Oak Hill incorporated boundaries the same rate charged to customers located in the unincorporated pOltion ofthe service area, with the exception that should Oak Hill require a utility service fee, the fee will be added to the County's rate and passed on to the utility customer, 9. In execution ofthis agreement, the County will abide by the rights-of-way use regulations orOak Hill. Oak Hill agrees that it will not unreasonably interfere with or withhold consent for the County's use of rights-of-way, express or imp lied easements, or the exercise of any other possessory interest that is not in use or which may become necessary to effectuate the intent hereo[ to. Oak Hill will not impose any conditions related to the installation or provision of service in the incorporated area which is not allowed by law or regulations of the City applicable within its municipal limits at the time an application for service is made. II. For all City of Oak Hill Development Orders for which a Concurrency Certificate of Capacity must be executed and where the proposed development is within the City of Oak Hill as depicted on Exhibit No. I, a "Detennination of Capacity" foml will be submitted to the County for review and completion. The County shall make a detennination of available capacity in accordance with the provisions of Article XIV of the Volusia County Land Development Code, Ordinance 88-3, as amended. In reviewing projects for capacity availability and reservation, all projects shall be considered on a ufirst come, (jrst serve" basis, regardless of whether such projects are within the Oak Hill incorporated or the unincorporated service area. The County will, within thirty (30) days of receipt, execute and return all "determination of capacity" fomlS to Oak Hill. 12. At some point-in-time, no earlier than ten (10) years from the date of execution of this agreement, should Oak Hill wish to acquire the utility infrastructure within the incorporated area, the County and the City of Oak HilI agree to negotiate in good faith the transfer of such utility infrastructure under a separate Agreement. The transfer fee to be paid to the County shall be established by an independent appraiser, agreed to by the City and County, stich value to be limited to the actual costs previously incurred by the County in creation of said utility infrastmclurc. Such trunsfer will be in accordance with all applicable laws, City and County rules and regulations, and respective bond covenants. . 13. The pm1ies hereto agree that any time after the execution hereof, they will, upon the request of the other, execute and deliver such other documenls - 4 - and further assurances as may be reasonably required by such other party in order to carry out the intention of this Agreement. 14. Failure to insist upon strict compliance of any of the terms, covenants or conditions hereof shall not be deemed a waiver of such terms, covenants or conditions, nor shall any waiver or relinquishment of any tight or power hereunder at any time(s) be deemed a waiver of relinquishment of such right or power at any other time(s). 15. This writing embodies the entire agreement and understanding between the parties hereto, and there are no other agreements or understandings, oral or written, with reference to the subject matter hereof that are not merged herein and superseded hereby. No ultcration, change or modi fication of the temlS of this Agreement shall be valid unless made in writing and signed by the parties hereto. 16. It is agreed by and among the parties heret~ that all words, temlS and conditions contained herein are to be read in concert, each with the other, and that a provision contained under one heading may be constmed equally applicable under another in the interpretation ofLhis Agreement. 17. All notices, demands or other communications given hereunder shall be in writing and shall be deemed to have been duly affected on the first business day after mailing by U.S., registered or certified mail, return receipt requested, postage prcpaid, addressed as follows: As to Volusia County: With a Copy to: County Manager Volusia County 123 W. Indiana Avenue DeLand, FL 32720-4612 County Attorney Volusia County 123 W. Indiana Avenue DeLand. FL 32720-4612 As to the City of Oak Hill: Mayor City orOak Hill 234 S. U.S. Hwy #1 Oak Hill, FL 32759 City Attorney As to the City of Edgewater: City Manager City of Edgcwater P.O. Box 100 City Attorney City of Edgewatcr P.O. Box 100 - 5. Edgewatcr, FL 32123-0 100 Edgewater, FL 32123-0100 [8. The County and City of Oak Hill and the City of Edgewater each participated in the drat1ing of this Agreement. In the event that any term of this Agreement shall be interpreted by a court of competent jurisdiction, the Agreement may not be construed more or less favorably on behal f of each party hereto on the ground that such party was or was not the draller of this Agreemenl. 19. In connection with any litigation, including appellate proceedings arising out of the terms of this Agreement, the prevailing party shall be entitled to attorneys' fees and costs. 20. All terms of this Agreement, including all covenants, representations, and warranties contained and made herein, shall survive the execution hereof. 21. It is expressly agreed that nothing contained herein is intended to waive the rights or limits of sovereign immunity of either party, said rights and limits being hereby expressly retained. 22. This agreement may be amended /Tom time to time by mutual consent of the parties. Either party may propose an amendment to this A!,'Tcement. All amendments shall be in writing. No amendment shall be effective until approved by all parties to this Agreement I I ."-, Approved as to Form and Legality: .Jff(, ~..- Oak Hill City Au l11CY ATTEST: C/TY OF EDGE WATER, FI. - 6 - Approved as to Form and Legality: :.) " .~~~;;.~ ',. . . -: I ,', .; r ,. c;~~ A33iet8l'\t County Attorney ---. BY: VOLUSIA COUNTY. FL BY: a!~). l.:\A(iRM NTSlSTACEY'.Oak _ H i11_ u. iIi Iy _ Servic.: _Area _Agrcem.:nl_ 3 -08 -07Q'" fl.doc - 7 - ~"'~#~.. , 0' .,<C"I.'fJI!" ...1..1>-'1 " ';, l ~ ; t ~\l'!:_-'~ \~ .,..",..1\W'" ~, }. -' ~ -t.....,<<-C: ,!!,..,. ~ ... '\ f '-' -~t. '\ .~ '< \. t i4' ~ 'F- ~~=~ Volusia County FLORIDA EXHIBIT 1 UTILITY SERVICE AREA COVERAGE AND EXCLUSIONS _ .~l~_~'~'";~~ ! t. f \'-- N , &.. .. ~:-l f. < '. _ ~ _t.~9.!L__~:' .~.>.~...- \ \ ~' '.-~~<. ~ l ~:~ - ,.....~._ . ~. . .~~..::~.~o_ ....~._.-. ~\ I \~ \ ", 'f. " .. \ ''io 'h. .;~ . ;It'.~c.lPW r- . , ,~;..~'"".::,\f~;.'-:. \,""_~.1ii'i'f'U \ I ,~.; J~=~~ z! L., \7'~ JOun4$1' ;i ..;..;. .. . a~ >af~ "":. ..... \ \ ~ ~;:-t \ ~~. ._~: \, ., I' t, ., o. _.E"~f~~W .,.~ I~ oWi-,- ~-' .--tl ~ ('~ ", =' --:J [. r . '\'~ 'i. i! . il--5t.t; d ~ .: --!; , t ~!, \',; 81 l -=Wi \\ I, '. ;...'9,... \ \~i. ~~'5.,,-.'\.. .\ ..".;j::'!:/'l;. \ , .- t\\ ~, .. , "" \~ ,~ ;. ~' . . ~. ,,' .~ ,t ,g ,t ~L ~! f 51 ~, i .... ....f. t;~d'};"~' $. ~- \ l"~ .: ''-l 1', .~ " 'l 1J(..~!....~~1:Jr:' .....::~'.~...... r "ot-" t- .'" r , .:. ',6 ., , ' ;:- A' !!o;::_~~-_..,- -----7' " i .O;..~~!!.~- ~.: ~:JI!:lC""t..-.c~ . "'l'~_':lP~"1. ..._~ C~... ~"'L-. 'Exlstlng development!n Ughthouse COye, Flshennan'l Coy, andSouth Waterfront Park a... not Included In theaddltJonal 0.2 MOD capacity purchaad from the City of Edg_ater '~Developll'Mlnt boundarlel I'" approximate. PreplW1lll by, C<u>l1 at VOlusIo Pulllic Wxl<sIRJO RlNi&ed 08le: 3f7Q!:)l11 08le: 2ll3flOO7 Rio: G:IprqecIsIll7'()1~tSeI'\OceN.._R"'UJpd.ed."",d ~~~.:.2'T'"""~ Attachment "D" CITY OF EDGEWATER WATER SUPPLY WORK PLAN DATA AND ANALYSIS Prepared By: QUENTIN L. HAMPTON ASSOCIATES -Consulting Engineers- December 2008 Revised 12/1108 EW31.\ ~'ller supply U<')Ik plan revised 120108 el Table of Contents Section I: Utility Service Area and Plannina Period A. Service Area Description (1) Description of Service Area Wi1h Map (2) Current Flow/Population Served/Per Capita Usage (3) Unincorporated Service Areas and Wholesale Agreements (4) Planning Period Section II: Existina and Alternative Water Sources A. Historic Dependence on Ground Water For Public Use (1) Hydrogeologic Setting . Geology . Hydrogeology (2) Ground Water Quality (3) Recharge B. Regional Water Supply Planning Implications For Future Ground Water Usage (1) Alternative Sources . Deficit Projections . Alternative Water Supply Sources and Options Section III: Water and Reclaimed Water Systems A. Existing Water Systems (1) Water Supply and Production Areas (2) Existing Wells and Capacities EW31.1 water supply wnrk plan revised 12010~ eI B. TreatmenUDistribution/Storage Facilities (1) Existing Treatment Processes (2) High Service Pumping and Storage C. Reclaimed Water Facilities Section IV: Water Use and Capital Needs A. Historic Water Use B. Demand Analysis and Projection (1) Current CUP Status (2) Restoration D.R.1. C. Source Needs Assessment D. Facility Work Plan (1) Rehabilitation and Replacement (2) Raw Water Supply (3) Finished Water Storage, Treatment and Distribution E. Reclaimed Water System Section V: FundinQ Sources and Proiect List EW31.1 water supply work plan revised 120108 cl I Section I Utility Service Area and Planning Period A. Service Area Description (1) Description of Service Area With Map The City of Edgewater is located in the southeastern part of Volusia County just south of New Smyrna Beach and north of Oak Hill. The City is characterized as a typical coastal community providing central water, wastewater, and reclaimed water service to residential, commercial, and light industrial areas of the City. The current utility service area has a population of approximately 24,899 (2007). The water, wastewater, and reclaimed water service areas are identified on the enclosed map. A Utility Service Area Map illustrating Edgewater's municipal boundary and service area is included as Figure 1-1. The limits shown are consistent with the City's comprehensive plan and consumptive use permit (C.U.P). No significant service area boundary changes are expetted for the duration of this Water Supply Work Plan. The planning period for the work plan is 10 years, ending in 2017. Population and flow projections are illustrated through 2025. The City's current consumptive use permit (C.U.P.) is valid through 2027. A certain portion of residents in the service area continue to be served by wells and septic tanks. Data provided by SJRWMD indicates that approximately 2,300 people in the service were 'unserved' in 2005. The majority of these are individual properties with 1-5 acre lots. No specific plans are in place to serve these residents. One potential exception is Magnolia Village, it is shown on Figure #1-1. EW31.1 water supply worle plan revised 120108 el c z ~ <II .... \ "RESTORA TION" DRI AREA o POSSUM CAMP .- Legend - Edgewater Service Area D Edgewater City Limits ~ Vol usia County Southeast Service Area QUENTIN L HAMPTON ASSOCIATES. INC. CONSULTING ENGINEERS FlORIOACERTtflCATE Of AUTHORIZATION NUNBER: 62€ FAX: ~.76'.3!l11 1'.0. OAA\llF-R 2002:41 PORT ORANGE. Fl :l:212ll-02..7 ftIONE: 356.'e1.Ml0 N A N.T.S. \ CR4",.4(MAfTO'....,R \~._-- I \ " 1; ...., ~ ,.' \ \./' i , ~ (, ) CITY OF EDGEWATER WA TER SUPPLY FACILITIES WORK PLAN FIGURE 1-1 UTILITY SERVICE AREA MAP ~...f.,....,S~IioP'Y.lH'I:~"~'-1_..,..........__ The mobile home park contains 200 units and approximately 400 residents. The park operates a private water system and does not intend to connect to the City, at this time. The City has cooperated with developer's of adjacent parcels to insure that hydraulic capacity and infrastructure is in place to serve Magnolia Village if they decided to connect at a later date. Demand associated with connection of Magnolia Village is not included in current projections. (2) Current Flow/Population Served/Per Capita Usage Table 1-1 exhibits the average day, peak day, and average flow per day during the past ten (10) years for the City of Edgewater Service Area. Data was obtained from the Monthly Operation Reports (MaRs) of the City's Water Plant. Table 1-1 Average and Peak Raw Water Flows City of Edgewater Service Area f Year Average Daily Flow f Peak Day (~GP) (1-'.,90) r- 1997 r 1.55 -r 2.25 r --- --r' r _.._--- 1998 1.68 2.24 r- -- -- -- r-- --. -._----- --r------- 1999 1.74 2.27 , - 2000 --..- - --I 1.91 I 2.54 r ---- I r ---- - 2.49 2001 1.92 f - 2002 .-- -- r 1.96 I 2.36 r - --I I .. _.-- -- - -- 2003 1.87 2.26 I -----_._- r --"--.- -- ---I" 2004 1.98 2.40 r -- r ---1- - 2005 1.99 2.61 r r .. .-..---.- 1 -- 2006 2.12 2.97 The peak day during 2006 occurred in the month of May. Thus over a ten-year period, the annual average daily flow increased by 38% and the flow for the peak 2 EW31.] water supply work plan revised ]20108 el day increased by 32%. Flows have increased an average of 3.8%/year for the past ten (10) years. Historically, population in the Edgewater utility service area has exhibited steady growth. Development trends in the area remain strong and population is expected to increase throughout the planning period. A decline in the rate of population increase is expected to occur in the primary service area as the area approaches build-out. Historical population increases in the utility service area since 1997 are detailed below in table 1-2. Table 1-2 Edgewater Utility Service Area Historical Population (1997-2006) ~ --l Population I 1997---1 17,186 [-- -1-998 --. -r----~12- _n_ r- - 1999---' 18,037 i- 200(;----- r--18,462 -_. - _. \- -.- 2001 ---r '---19~217------- r ---,. 2002- -----1---19,972- 1-- 2003" -'-1- -20,727 r-'- 2004 - - r--- -- 21,482 r .. *2005 - r 22,237 I 2006-- r - ~978 . Source: GIS Associates, 2006 Using the previous data, we are able to calculate the per capita raw water usage in gallons per capita per day (GCD) for the Edgewater Service Area (Table 1-3) for the past 10 years. 3 EW31.1 waler supply work plan revised 120108 el Table 1-3 City of Edgewater Service Area Gallons per Capita per Day ~-=-'1:" f AVerage"", seiVice- .I{~i~ Year Daily Flow Area (MGD) Population f- I I [ -- 1997 1.55 17,186 90 r I --, r I 1998 1.68 17,612 95 r 1999 -- r 1.74 I 18,037 r 96 I r .-------.-,- I I 2000 1.91 18,462 103 1--- 2001 r 1.92 , 19,217 I 100 I -- I I 2002 1.96 I 19.972 98 I r r -- -. - [ - -- ---- ..'- 2003 1.87 20,727 90 I 2004 I 1.98 I 21 ,482 r 92 I 2005 I 1.99 ,- 22,237 I 89 I f 2006 r 2.12 r 23,978 r 89 I I 10 Yea'r AVer~ge-[ -.-. ..,- 94 I Average Last'S Y~~rs [ 92 (3) Unincorporated ~ervice Areas and Wholesale Agreements The City of Edgewater provides both wholesale and retail water service. On October 26, 1999, an Agreement was signed to provide wholesale water service to Volusia County. The County owns a distribution system within the southeast quadrant that is dependent upon Edgewater's supply of treated potable water. Areas subject to this agreement are illustrated on Figure #1-1. The Agreement includes a transfer of up to 270,000 gallons per day and establishes a rate structure for capacity charges and user fees. Significant developments served in 4 EW31.J water supply work plan revised 120 I 08 el the unincorporated area include Hacienda del Rio, Boston Whaler, Waterfront Park, South Waterfront Park, Fisherman's Cove, and Lighthouse Cove. Current demand is approximately 300,000 GPD, annual avg. daily flow (AADF). In addition, Magnolia Village is a private provider of potable water within the Edgewater service area. They currently use approximately 50,000 gallons per day. The area is shown on Figure #1-1. The owners of Magnolia Village have discussed the possibility of connecting to the City's distribution system, but have decided not to. The City has cooperated with developers of adjacent sub- divisions to insure the availability of distribution infrastructure when/if Magnolia Village decides to connect. Demand associated with serving Magnolia Village is not included in the current projections. If the status of this area changes, the City will adjust its projections accordingly. 5 EW31.1 water supply work plan revised 120108 el I Section II Existing and Alternative Water Sources A. Historic Dependence on Ground Water for Public Use (1) Hydrogeologic Setting The City of Edgewater utilizes groundwater from the Floridan Aquifer as its source of potable water supply. The only other significant source of fresh water is the St. Johns River, which is 26 miles away. Geology Regional geologic data collected by various sources indicates that the water plant and wellfield areas are underlain by unconsolidated Pleistocene and Holocene deposits consisting of fine to medium quartz sands, clayey sand and localized shell beds. Surficial deposits are underlain by sediments of Pliocene to late Miocene age consisting of sand, shells and calcareous clay. Underlying these unconsolidated deposits is the Ocala limestone formation which is composed of cream to white fossiliferous limestone. Its thickness is generally less than 100 feet. Beneath the Ocala limestone is the Avon Park limestone of late-middle Eocene Age. It consists of layers of dark brown dolomite separated by layers of chalky limestone. The formation thickness is estimated at approximately 300 feet (Wyrick, 1960). Production wells at the Thomas and Western sites are open holes from approximately 110 feet to 250 feet below grade, and are withdrawing from the Ocala and Avon Park limestone. 6 EW31.1 water supply work pllln revised 120 I 08 cl Hydrogeology A thin clay layer serves as an intermediate confining unit which hydraulically separates the potentiometric heads of the Upper Floridan Aquifer (UFA) from the surficial aquifer system (Phelps, 1990). The potentiometric surface represents the water surface elevation in the aquifer, in an unconfined condition. Based on data obtained annually by S1. Johns River Water Management District, typical potentiometric water surface elevations of the UFA in the vicinity of the wellfields ranges from 0 to 10 feet NGVD. Ground surface elevations at the wellfields and corresponding water table/surficial aquifer elevations are approximately 30 feet NGVD. As a result of the net downward gradient between the surficial aquifer and UFA, and leakance through the confining layer, the terrace and ridge areas provide some recharge to the UFA. Recharge rates are estimated at 8 or 9 inches per year (Phelps, 1990). The source of water for the surficial aquifer is primarily local rainfall. Water is stored in the pore space of the soils. Water exists in the surficial aquifer via downward leakance, horizontal flow to drainage ways and evapotranspiration. The volume available for withdrawal from the Volusia Floridian Aquifer is dependent upon the surficial system. Any discussion of the surficial aquifer in the Edgewater service area should point out the positive aspects of the Miocene Age clay. This clay helps assure the water quality of the municipal supply. The ion exchange potential of the material forms a protective barrier to the downward migration of pollutants. Nevertheless, improper waste disposal must be isolated from the surficial aquifer. It should be noted that the confining layer exhibits leakance and as such, promotes recharge. This characteristic is valuable as it renews water supplies withdrawn for consumption; however, leakance creates a hydraulic connection from the Surficial Aquifer to the UFA. If contamination of the surficial aquifer occurs, it is possible to compromise the City's water supply. 7 EW31.1 water supply work plan revised \20\08 el (2) Ground Water Quality The Floridan aquifer occurs throughout Volusia County within the limestones and dolomitic limestones of middle to late Eocene age. It provides most of the public water supply for the County. The Floridan aquifer is subdivided into an upper and lower part. The Upper Floridan aquifer generally consists of fresh water and is separated from the Lower Floridan aquifer by a hard, dense dolomite layer and chalky, low permeable limestone. Water quality below these strata, in the Lower Floridan aquifer is generally brackish. Water quality in the Upper Floridan aquifer is generally good, with some areas of concern. Over-pumping and wells constructed too deep would tend to degrade the water quality over time with respect to chlorides and sulfates. Table 2-1 illustrates the range of water quality that could be expected from Upper Floridan aquifer wells, as well as water quality results from City of Edgewater wells. Water quality varies across portions of the County. Generally, water quality is best in the northwest quadrant and deteriorates approaching the St. Johns to the west and the Atlantic Ocean to the east. Lime softening is practiced in Edgewater to reduce hardness. 8 EWJI.I wale! supply work plan revised 120108 el Table 2-1 Water Quality Upper Floridan Aquifer ~Sli;~enl --~I Range I Chloride (mg/l) r 32 - 95 I Iron (mg/l) - ---r - 0.02 - 0.26 I Total Hardness (mg/l)- - - -, 212 - 340 I Calcium Hardness (mglii -----184 -136 I Sulfate (mg/l) 1- 0 - 3 I Soluble Sulfide (mg/l) "I <0.01 - 0.15 [Hydrogen Sulfide ~- - - - ~0.01 - 0.02 I Bicarbonate Hardness (mg/l) -I 225 - 360 . I Noncarbonate Hardness (mg/l) -- r-.o - 18 I Total Dissolved Solids-(~9ii> --1329 ---.ws- I Specific Conductivity (p~hos/c~1 580 - 795 I PH -- --I 7.3 -7.4 Average Edgewater Values I 55 r .07-.09 I 320 I 310 r .05 I N/A I N/A I 310-- I N/A r -- 440 --- I 674 I 7.1 -- (3) Recharge The Floridan Aquifer in Volusia County has been designated a sole source aquifer by the USEPA. The limits of the sole source aquifer roughly equate to the boundaries of the County. Therefore it is replenished only by rainfall which falls within its borders. The main recharge area is the Deland Ridge in the western section of the County. The Rima Ridge in eastern Volusia County also provides some recharge to the Floridan Aquifer. The rate of recharge is dependent upon 1) difference in head between the surficial aquifer and the Floridan Aquifer and 2) the presence and continuity of confining clay layers between the aquifers. 9 EW3U water supply work plnn revised 12010& cl B. Regional Water Supply Planning Implications for Future Ground Water Usage (1) Alternative Sources Deficit Projections Currently, SJRWMD has not officially identified groundwater deficits associated with future aquifer withdrawals from the Edgewater wellfields through 2025; However, a draft document entitled "Implementation Strategy For Achieving The Minimum Flow Regime for Blue Spring and Other Water Resource Constraints in Volusia County, Florida" identifies potential 2025 deficits. Potential deficits range from 0.3 to 1.3 MGD for different scenarios, based upon district modeling results. This does not currently affect the City's ability to meet projected demands through the 10 - year study period. The City of Edgewater was issued a Consumptive Use Permit (CUP) in 2007. SJRWMD has the legislative authority to limit CUP allocations for individual permit holders based upon cumulative groundwater withdrawals, and their potential effect upon spring flows. Therefore, future regional groundwater deficits could be assigned countywide, but not on a utility by utility basis. In the event that this occurs, Edgewater should be prepared to meet future demands utilizing alternative sources as detailed below. Alternative Water Supply Sources and Options At the time of this writing, the City of Edgewater has existing firm raw water supply capacity (largest well out of service) to meet peak day flows of 4.1 MGD and treatment capacity of 5.0 MGD. Assuming an availability factor of 2.0, well capacity meets ADF demands of 2.0 MGD. The availability factor is used to provide rotational capacity and avoid operating wells more than 12 hrs/day. Current and projected demands exceed 2.0 MGD. As such, the City of 10 EW31.1 water supply work plan revised 1201 08 el Edgewater has the need for new Floridan Aquifer wells. The recently issued C.U.P. approved construction of 8 new Floridan Aquifer wells. The City is a member of the Water Authority of Volusia (WAV). The WAY interlocal agreement was re-written, the role of WAY as a regional water supplier limited. This plan assumes that WAY will be, primarily, a planning agency. The WAY prepared a 'Master Facilities Plan' which was accepted by the members. Recommendations set forth in the plan indicated that a combination of techniques should be implemented to meet additional water requirements. Fresh groundwater will remain the dominant source of water supply, especially in eastern Volusia County. Alternative water sources identified in the Plan are: . Surface Water from the St Johns River . Artificial Recharge and Regional Aquifer Management Plan (RAMP) projects . Brackish Groundwater . Demand Reduction Strategies Under the revised interlocal agreement, WAY members may implement alternative water supply projects independently, or as separate sub-groups. In fact, many of the RAMP projects have been built; others are in the planning or design stage. Descriptions of alternative water supply strategies are detailed below. Detailed review and analysis of each source is outside the scope of the report; however, a brief description is included for reference purposes. Within this 10-year planning period, Edgewater will satisfy its water supply needs as an independent entity. The City will continue to rely on fresh groundwater to satisfy this need for potable supplies, reclaimed water and stormwater will continue to be used for non-potable and irrigations uses. 11 EW31.1 water supply work plan revised ]20108 el (a) Surface Water. (St. Johns River) As previously indicated, proposed Blue Spring MFL Legislation will impact all Volusia County utility providers withdrawing groundwater from the UFA. The primary reason for wide-ranging impacts has to do with cumulative effects of groundwater pumping. As such, utility providers in western Volusia County will ultimately rely on a surface water plant withdrawing water from the S1. Johns River. The future surface water plant may ultimately supply the majority of potable water consumed in western Volusia County, approximately 20 - 30 MGD by 2025. Cumulative groundwater withdrawals from the UFA reduce the potentiomentric surface elevation in the aquifer and consequently reduce flow in Blue Spring. Under the current Consumptive Use Permitting (CUP) process, water providers must model the cumulative impacts of not only their groundwater withdrawals, but also the anticipated withdrawals of others. In virtually every circumstance, cumulative withdrawals serve to limit CUP groundwater allocations. A potential mechanism for reducing the effects of cumulative withdrawals is by reducing the quantity of groundwater withdrawn in the vicinity of Blue Spring. Doing so increases the volume of groundwater that can be withdrawn by utilities in other portions of the County. Therefore, a surface water plant immediately addresses the most urgent water supply need faced by residents throughout Volusia County. It is probable that a group consisting of west Volusia utility providers will take the lead role in constructing a surface water plant on the Sf. John's River. The Edgewater water system may never directly receive water from the facility; however, the City will still derive a benefit from the water it produces due to a net reduction in groundwater withdrawals from the Floridan Aquifer. 12 liW31.1 water supply work plan revised 120108 d (b) Brackish Groundwater Brackish groundwater may be withdrawn from the Lower Floridan Aquifer (LFA) without affecting the Upper Floridan Aquifer (UFA). The LFA is hydraulically separated from the UFA by a hard, dense dolomite and layers of chalky, low permeable limestone, which act as a confining layer. The water quality in the LFA ranges from 5,000 to 10,000 Total Dissolved Solids (TDS). Wells completed 1 into this zone, which occurs at >500 feet below land surface in the Edgewater area could be used to blend with waters from either UFA or the Surficial Aquifer. Wells completed into the LFA would not be limited by well yield, since this zone is typically highly transmissive. But, water quality will require alternative treatment techniques. The water could be treated using membrane processes or blended with water from the UFA. If used for "blend wells", the amount of water from this source would be limited by an acceptable blend ratio to maintain a safe concentration level below the Drinking Water Standard for Chlorides and Sulfates of 250 mg/l. This blend ratio would depend on whether the finished water is used for drinking or irrigation. For finished potable water, the blend product would need to be between 150 and 200 mg/l. The brackish waters of the LFA could also be treated using membrane treatment technology to produce high quality drinking water or lower quality irrigation water. The primary problem in developing a water supply using brackish water membrane treatment is concentrate disposal. The preferred concentrate disposal method is deep well injection. This method has been used in both southeast and southwest Florida; however, the occurrence of an injection zone has not yet been proven in Volusia County. A viable injection zone must be highly transmissive. Other disposal alternatives include discharge to saline waters, discharge to a publicly owned treatment works (POTW), and blending with reclaimed water. All of these disposal methods have their limitations and permitting hurdles. The State of Florida Department of Environmental Protection (FDEP) may allow a surface water discharge from a small membrane water treatment plant, or a discharge to a POTW may be allowed depending on the 13 EW31.1 walel supply WUlk plan revised 120 I 08 el ultimate disposal andlor quality of the blended discharge waters from that Wastewater Treatment Plant 0NWTP). Potential deficits which may be faced by Edgewater after 2017 are relatively low, 1 - 2 MGD. Utilizing RIO technology to treat groundwater from the LFA may be a cost effective option. Groundwater quality is more consistent than brackish surface water. Transmission, pre-treatment and filtration costs are also less than for surface water. Further study is required to determine potential service availability. The City will participate with other regular utility providers to evaluate the potential for further utilizing brakish groundwater from the LFA. (c) Artificial Recharge and RAMP Proiects RAMP development is on-going. The Phase I Report was completed in 2002. The Phase II Report was completed in February 2004. The basin with the largest impact upon the Edgewater water source is the Deep Creek Basin (168 square miles). The basin was included in the Regional Aquifer Management Plan Phase II. The technical memorandum prepared for V.W.A. was titled "Part B Surface Water Control of County Canal and Ditch Systems". The concept of this RAMP program was to evaluate whether structural water level controls would reduce runoff discharged to surface water increase recharge and enhance wetland hydroperiods. RAMP is proposed as a method to increase the available supply of groundwater. Deep Creek Watershed lies west of Edgewater. The watershed area is approximately 168 square miles and the direction of flow is generally north to south. Elevations range from a high of 75 feet NGVD to a low of 10 feet NGVD. The slope is generally gradual due to the length of the watershed. 14 EW31.l water supply work plan revised 120108 eI There are four major watercourses in the basin - Cow Creek, Deep Creek, Lake Ashby Canal, and Sandy Drain. Cow Creek runs southwest commencing in the southern portion of the Spruce Creek Swamp and discharges to Deep Creek. Deep Creek collects flow from Akins Bay Slough and Marsh Swamp, and then runs in a southeasterly direction to the confluence with Lake Ashby Canal and south to the S1. John's River. The majority of the basin is comprised of wetlands. The primary exceptions are cross-county roadways and some bordering sand ridges. Three soil units are present, the Pomona-Wauchula unit, the Daytona- Satellite-Cassia unit, and the Samsula- T erra-Ceia- T omoka units. These units yield a composite hydrologic soil group classification as follows: 6 percent Group A, 15 percent Group C, and 80 percent Group D. The depth of the water table is generally at or near the surface in the wetland areas and one to two feet below ground throughout the rest of the watershed. Soils in the basin are primarily type 'D' and minimally conducive to recharge. Most of the property within the Deep Creek Watershed is zoned rural and wetland/conservation. A review of published data indicates that approximately 60% of the property in the basin is wetland/conservation and only 4% is zoned residential or commercial. From a future land use perspective, the area is favorable for continued low to moderate rate recharge to the Volusia Floridan aquifer. Another project identified in the Phase I technical memorandum which could affect Edgewater was the Rima Ridge RAMP. The project involved re-directing excess reclaimed water, towards reservoirs/recharge basins. The concept is that properly sited reservoirs and recharge basins will induce additional recharge to the surficial and Floridan Aquifer Systems. The source of water used to fill the basins was reclaimed wastewater. The Rima Ridge RAMP (R3) project involves the East Volusia communities of Edgewater, New Smyrna Beach, Port Orange, Daytona Beach, Holly Hill and Ormond Beach. 15 EW31.1 water supply work plan rcvisl.-d 120108 cI The primary project elements are as follows: 1. Interconnect the existing reclaimed water distribution systems. 2. Construct three reservoirs/recharge basins in areas conducive to natural recharge. 3. Re-direct excess reclaimed water from individual utilities to the proposed reservoirs for storage, aquifer recharge, and reclaimed water augmentation. The project eliminates up to 13 MGD of wastewater effluent currently discharged to the Halifax River and the Indian River Lagoon. All effluent is beneficially reused via one of the previously referenced techniques. The quantity of water directed to recharge is a function of on-site geology. The quantity used to augment reclaimed water supplies is determined by system demand. Water not recharged or reused will be directed to on-site treatment wetlands and used to re-establish the natural hydroperiod of wetlands which may be affected by wellfield pumpage. The anticipated additional recharge should allow increased groundwater withdrawals from the Rima Ridge area wellfields. Three primary considerations will affect potential reservoir locations for the Rima Ridge RAMP. 1. Proximity with respect to zones conducive to recharge, Le. the Rima Ridge. 2. Proximity to existing wellfields. 3. Property ownership and control. 4. Proximity to reclaimed water sources. The first consideration, recharge potential, is an over-riding concern. Locating each of the reservoirs within favorable recharge areas is essential. A large 16 EW31.1 \Voler supply wOlk plaJllevised 120108 eJ portion of eastern Volusia County provides for little recharge to the Floridan Aquifer, as such, the Rima Ridge area is one of the few areas where significant recharge may occur. The second consideration, proximity to existing wellfields, is important because potential deficit reduction is more easily accomplished by introducing additional water in the immediate areas where deficits are predicted. It is not surprising that the greatest deficits of concern are predicted to occur in the wetland areas surrounding existing wellfields. Similarly, it is logical to augment water supplies in the same areas. The third consideration, property ownership and control, requires little discussion. Facilities proposed under this program involve large areas, hundreds of acres. Acquisition of large tracts of contiguous property is a difficult, expensive and time consuming process. Given that no cost estimates, site plans, environmental assessments, permit applications, funding requests or design plans may be prepared without a site, it is important that proposed sites be under public control. This does not preclude other sites from being considered for future projects, but all sites evaluated for the R3 project should be under public control if this program is to be implemented in the near future. The fourth consideration, proximity to reclaimed water sources, is important in evaluating the capital costs of transmission main construction. The interconnection of reclaimed water lines between the Cities should alleviate much of this concern. Edgewater and Volusia County are moving forward with an interconnect project. It should also be noted that projects identified by RAMP have an excellent chance of being funded by Water Management District grants. Port Orange, Ormond Beach and DeLand all received grant funds for RAMP projects. Edgewater continues to participate in W.A.V. and is open to the concept of joint participation in future ramp projects. 17 EW31.1 water supply work phlll revised 120108 el (d) Conservation. Reclaimed. and Demand Reduction Strateoies Existing WA V and member utility conservation programs, such as low flow showerheads and toilets, rain sensors for lawn irrigation, and education programs, would stay in effect. The use of reclaimed water to supplement and/or replace fresh water used for irrigation purposes has been aggressively pursued by the City of Edgewater. These programs are anticipated to minimize additional demand increases. Conservation is an important element of The City's Water Supply Plan. An aggressive program to reduce per capita consumption can extend the ability of the utility system to serve additional customers. The City's water conservation practices, include the following: · The building code requires low water volume fixtures in new construction. · Will continue to conduct its own program and participate in WAV's public outreach and education program. · The City has an active program to encourage the use of low volume toilets · Meter calibration program for master meters . Maintain distribution system · Water audits are performed to identify system losses · Adoption of landscape water conservation regulations that provide landscape and irrigation standards · Adoption of regulations that require installation of water-saving plumbing devised · Adoption of regulations that override green lawn deed restrictions · Implementation of incentive programs to replace inefficient landscapes, plumbing devices, and appliances · Implementation of a program that provides indoor water audits and leak detection and irrigation system audits · Promote and encourage the use of low impact development techniques. 18 EW31.1 "lIler supply work plan revised 120108 cl Water use inside the home can be reduced by the use of low volume fixtures. The building code requires them on new construction. Older homes can be encouraged to retrofit their fixtures through incentive programs. Incentive programs have been used and a 15% reduction in water consumption has been observed in retrofit units. An active program to encourage the use of low volume toilets is available in the City of Edgewater. The City is providing reclaimed water from the Wastewater Treatment Plant to approximately 3,000 homes. That represents a good start towards the conservation objective. Historically, Edgewater has reclaimed 90% of plant flow and stormwater augmented volume. The use of reclaimed water for residential lawn irrigation has been well accepted by consumers. The Edgewater reclaimed water program is currently evaluating reclaimed supplements that would allow the City to further reduce surface water discharge. This subject is addressed in greater detail in section 3(c). The City implements the following reclaimed water policies: . Require installation of reuse supply lines . Require connection of new development or substantial redevelopment to a reuse system, to supply uses that do not require potable water . Use reclaimed water for irrigation and other non-potable needs in public areas owned by the local government The City has a meter calibration program for master meters. The City's water distribution crew is responsible for main repairs. This crew identifies areas needing rehabilitation and the phased replacement of older systems is an ongoing effort. Finally, water audits are performed to identify system losses. The most recent water audit resulted in unexplained losses that were much lower than those typical of similar sized communities. 19 EW31.1 waler supply work plan revised 120108 el I Section III Water and Reclaimed Water Systems A. Existing Water System (1) Water Supply and Production Areas The City of Edgewater utilizes groundwater from a series of Upper Floridan Aquifer wells as its source of potable water supply. The wells are all within the City's service area. Present and projected growth of the area has required the installation of new wells to meet increased demand. (2) Existing Wells and Capacities In 1957 the City's first supply well was constructed adjacent to the former Park Avenue elevated tank. The groundwater was treated via ion exchange and distributed to City customers. Like all of the other east Vol usia utility providers, Edgewater started moving west in its search for acceptable groundwater sources. During 1982, wells were installed along Park Avenue west of Air Park Road. A major shift west occurred during 1986 with the construction of wells #6, #7, #8 and #9 west of Interstate 95. A raw water main was routed to the water plant on Park Avenue. During 1991, the water plant was relocated and a new wellfield was developed at the water plant property. This includes wells #10 - #15. A tabular listing of each existing and proposed well with its casing size, depth, capacity, and drill date is included in Table 3-1. Well locations are shown in Figu re 3-1. 20 EW31.1 wal~1 supply work plan revised 120 I U8 d " \ CEI.IETE~" Hi) , .. '~ \ I} \'N ~~:" \ '\ \:~~~J' ,"\ ~ - '.JII..-"" ..I>J,{1 , ~ ~L g.O NNGLe EllA ~( ~~ <> CC'i, G ~ /' - f;;" , / / ~ 'r'2cP ~f L:.. ~ SR u 't ...J:..f ~ t l .. q. ~ I ..xe"- '+ (h \.<;:.- :t. 1. ~ ""~ ~~ ~ ",q 'i @ ~ ~ ~, 9-\~~ ~ ,- if~ ' ~ ~ ~ ~ ~: )~~ 1>1. \ 0 ' 4,000 8.000 Feet ~, '~ ~ '~~ I I I (; ~€NCCit rOT "J'- "'''''',' \""P . <: -" :t ~ "'",,_ ~i G<EN" ~. \l~- ':u~ nuaEF11rICft Of.,' _~ ~ ~ fOlhS1 L ,p'" / i"~ -," ==~SIOE 01< ~ '~ ... \. c \~ ~ \. ~ t;.~i~ ~ ~ 'n r o -:t. ~ ~ ~"'O. tl'~ '" ,.Gf!." r:;.-IJ" ~ \ ~~. ~<:Sl c;, '- ".~ "C 7- 'll- 'L '" IIp ~~ '~llv. ~ !r' c ~l " ~i :t:; IcuE~VV ~r . g, Sf/4:'. ..r'-": FARM~ <l!' G~E"""~ tRENA ~ II '" }. ~. ~ Cl 'I '1l ;, '1' ~WEJ.5 ~,.-- r::r I "'. .' ~~~vo. ~'E')tl'l ~ WELL2,.~-f5N..... elL 1 MW.2 T "\ , -L~. -,- WELL . .. or, "" \. r:. a.vELL 22 \~. " WELL 2" ~ ~ ~t- ~ 1,,.FAoh V t>>- ~ Cl '~ ~ e: i ~I '" ..J '1 ~! 1 '1 (,..........N "i. ....ro 1 '" o POS~UAl AM," RD " " ~...... f<.".... ...- .~",... ~'<,...", ~ C ~ t. 5 Z '." Ci ~'- ,"" .- 'JH FEU 17 :~ t '\ , MW. 16 ';' -~ '.' c; ~U 1 ~.. ~ '" .WELL 1. ~ '';> rELl13 ", <I}.~ e--vEU 12 '1:-, ~Eur1 c ,~ ~ ELL10 ..9:- ... ''\ .WELL 19 ~ELL 20 G,,,,,,-\;, ~- ' . WELL24 . WELL 21 .ELL 18 'lO Co \ ~ ~ ~. ~ .... -:: c!..:j .;.-CfGtiC- 2[:. 0" . IO""~ -: g <:_l'~"\ 'tD . EXISTING WELLS II PROPOSED WELLS . MONITORING WELLS + INACTIVE WELLS 'i "-t- '"' .. <: QUENTIN L HAMPTON ASSOCIATES, INC. CONSULTING ENGINEERS FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER' 626 FAX: 386,761.3977 PO, DRAINER 290247 PORT ORANGE, Fl 32129.0247 PHONE. 386,761.6810 City of Edgewater Water Supply Facilities Work Plan FIGURE 3-1 WELL LoeA r/ONS f..... E\Io(jI.1 _1c.atIJons.m.d Table 3-1 Summary of Groundwater Sources " ~t;lity ~~.... !. c~s-"I' ~;;" ;~~-I'OPH; fPUmp " - - ~ 'rMWlII!W Wellfield . Capacity . Date Well 10 Dia Depth Depth Day (GPM) Drilled - I ---- .__. - -- I -- r I .-- -I -- f 6 Western 10 106 250 6 450 1986 I .-- -- -- ~.-- - r -- r r ._- I -- f 7 Western 10 108 250 6 450 1986 .- f ---- . - - I - 102 f r r _. I 8 Western 10 250 6 450 1986 ..- f _._-_.~ -- - I I r - I ---- I 9 Western 10 , 103 250 6 450 1986 10 I AR Thomas 12 - f 103 I 200 I 8 r 250 I 1991 WF I I 11 f AR Thomas 12 102 -r 200 I 8 I 250 [ 1991 WF 12 I AR Thomas 12 107 I 200 I 8 I 250 I 1991 ! WF 13 I A-R Th-o'mas 12 108 r 200 f 8 r 250 I 1991 I WF I , I ! I AR Thomas f 'r . f 14 12 107 200 8 250 I 1991 i WF 15 r AFf Thomas 12 97 I 200 I 8 250 r 1991 WF I I r---.---......- - ---I I I AR Thomas j 16 12 100 , 200 I abandoned 1991 I . WF , I AR Thomas r I j f 17 12 110 I 200 6 i 250 Proposed , WF I f AR ~~mas I f r I 18 12 110 I 200 6 250 Proposed I , I AR ~~m-as -, 'r r 19 12 110 200 I 6 250 I Proposed I 20 f AR Thomas 12 110 250 f 6 . f 250 I Proposed I ' WF -- I [ r -- 21 Western 12 110 250 6 400 Proposed - ...~ [ I -_.- I - --_. - 22 Western 12 110 250 6 400 Proposed o. r I I - - 23 Western 12 110 250 6 400 Proposed - - - . h _ I - I [ _. _._- - 24 Western 12 110 250 6 400 Proposed ....- - Total Capacity = 5,900 GPM (8.50 MGD) Firm Capacity = 5,400 GPM (7.85 MGD) (Largest well out of service) 21 EW31.1 wnler supply work plnn revised 120108 eI All of Volusia County is dependent upon groundwater. The public and private utilities within Volusia County have approximately 282 active wells that are used to withdraw potable water supplies. Edgewater represents approximately 3.5% of the well count and 3.3% of the volume withdrawn. The City's current firm yield, capacity with the largest well out of service, is 4.1 MGD. Current capacity exceeds average day demand by a factor of 2, allowing for wells to be rotated with 50% of the wells on at one time, approximately 12 hours/day or less. In order to maintain average well operating times at 12 hours/day, or less, a capacity factor of 2.0 to 2.5 is necessary. Four (4) new wells #17-20, are proposed in FY '08-'09. Wells #21-24 will be constructed with Restoration D.R.I in FY 11/12. Upon completion of all wells authorized for construction under the current C.U.P., the firm capacity will be 7.85 MGD, sufficient to meet demand throughout the 10 year planning period. Water quality and well levels within the wellfields have remained consistent over the past ten years. The City withdraws approximately 50% of its raw water from each of its wellfields. Judicious management of the resource has enabled the City to supply its customers with a reliable source of high quality groundwater. The City will continue to rely upon fresh groundwater from the Floridan Aquifer for potable demands through the 10-year planning period. B. Treatment/Distribution/Storage Facilities (1) Existing Treatment Processes The Alan R. Thomas Water Treatment Facility has a rated capacity of 5.0 MGD. The plant is described as an enhanced lime softening facility. Current demand is less than 50% of plant capacity. Water enters the treatment process through a tray aeration structure. The raw water releases hydrogen sulfide during this process stage. After aeration, water flows by gravity to the reactor basins. Polymer and lime are added to the water. 22 EW31.1 water supply \York plan revised 120108 cI The lime reacts with dissolved carbonate and hardness is precipitated out of the treated water. Softened water has a high pH. This parameter is reduced by recarbonation. Recarbonation is followed by filtration and disinfection. The plant has produced water of excellent quality. The plant has sufficient reserve capacity to meet system needs. Lime sludge is removed from the reactor basin by valves controlled by automatic timers. This wasting occurs throughout the day in response to the needs of the softening process. As water production increases so will the volume of waste lime sludge. The City recently constructed a gravity thickener to concentrate the waste sludge. The City has established an arrangement with Baker Transport to haul thickened sludge. Lime sludge is pumped to a truck on an as needed basis. (2) High Service Pumping and Storage The primary storage and pumping facilities are located at the Alan R. Thomas Water Plant. The plant site includes a 1.0 million gallon reservoir and a site reserved for a future tank of a similar size. The tank is a prestressed composite design reinforced concrete structure. It includes a domed roof in order to maintain quality prior to distribution. There is 200,000 gallons of storage in the clear well at the plant and 150,000 gallons in the Kumquat Tower. The City retains a storage and booster pump station at the old water plant site on Park Avenue. That facility has 600,000 gallons of available storage. Distribution system pressure is provided by three 200 HP split case centrifugal pumps. At the Park Avenue site there are two 100 HP and two 75 HP booster pumps. 23 EW31.J water supply work plan revised 120108 el c. Reclaimed Water Facilities The City of Edgewater has aggressively pursued a reclaimed water program for over 10 years. The benefits of the City's program include: 1) reduction of outfall to the Indian River and 2) reduction of potable water usage for irrigation. The City's Wastewater Treatment Facility currently operates under the FDEP Operating Permit No. FL0021431. The City of Edgewater Vl/VVTP has two (2) separate effluent criteria related to the outfall utilized. The operating permit was issued in July 2007. The permitted capacity of the plant is 2.75 MGD (AADF). The surface water outfall has a permitted discharge capacity of 0.83 MGD (AADF). The reclaimed water system is a complex collection of structures, pumps, pipes, and valves serving approximately 3,000+/- customers. Typical daily use ranges between 0.8 and 1.7 million MGD. The major structural components of the system include three (3) reinforced concrete ground storage tanks that are available to store reclaimed water and water that fails to meet the "public access" standard identified in F.A.C. Chapter 62-610. Reject water can be stored in a dedicated 1.0 MG structure and a dual use 2.25 MG structure. The larger tank can be used for either reject water or water in compliance with the "public access" standard. This dual use structure was included in the plant permit. The reclaimed system utilizes a dedicated 2.25 MG structure and the above referenced dual use 2.25 MG tank. Thus during normal operation, the City can store up to 4.5 MG of treated effluent. The availability of storage allows the City to bank water on days of lower demand (rain days) and thus further reduce surface water discharge. The 21 acre borrow pit adjacent to the WWTP may be used to augment the supply of reclaimed water, via introduction to the treatment plant for filtration and disinfection. 24 EW31.1 water supply work phlll revised 120108 el System pressurization is derived from seven high service pumps. The City has two (2) 15-hp pumps (275 gpm), three (3) 60-hp pumps (1,000 gpm), and two (2) 100-hp pumps (1,700 gpm). This combination of pumps gives the City a delivery rate ranging between 0 and 3,600 gpm (5.2 MGD) while maintaining a pressure level of 70 psi at the plant. At lower pressure (55 psi) an instantaneous flow of 5,000 gpm can be achieved. 25 EW31.1 water supply work plan revised 120108 cI I Section IV Water Use and Capital Needs A. Historic Water Use In section I of this report we summarized historical water use in terms of total flow and per capita usage. In 2006, an approximate population of 23,978 used an average of 2.2 MGD. The per capita demand over the past 5 years is approximately 92 GPCD. In 2007 annual average demand decreased to 1.99 MGD. Table 4-1 summarizes historical potable water demand from 2001-2007. It illustrates historical groundwater pumpage, finished water distribution and metered flow. Table 4-1 Edgewater Service Area Historical Flows and Account Summary I o->r--'-~ ........-.--.- - .- . - -- Avg. Pumped Avg. Avg. Total Avg. Flow Year Finished Metered Water Per ERU I Flow Water Flow Flow Accounts I (MGD) . r (MGD) (MGD) (MGD) I (GPOiERU) , I --- - [ I 2001 1.92 1.78 1.58 8,558 225 I I ,_. .. ,--- f 2002 1.96 1.77 1.58 8,928 220 I I 00' r 2003 1.87 1.71 1.63 9,581 195 I 2004 1.98 I 1.79 1.78 9,898 I' 200 I ,---"-.'- ,- -- - I -- - I .. --. - - --~-- I 2005 1.99 1.75 I 1.73 10,170 196 I I [ - - r .'. --- 2006 2.12 1.90 1.80 10.421 203 I I I I "[ .- f 2007 1.99 1.90 1.76 10.449 I 190 I Average [ , I 1.98 1.80 I 1.69 9,715 I 204 26 EW31.1 water supply work plan revised 120108 eI The historical flows include pumped and metered flow to Volusia County's Southeast Service Area. The City has a wholesale service agreement for bulk sale of water in this area. In 2007 the average daily flow sold was 297,000 GPO. A tabular listing of projected demands in the S.E. services area is included under tale #4-3, herein. The City and County are currently negotiating an amended interlocal agreement which addresses water, wastewater and reclaimed water service in the S. E. service area. The concept is for the City to provide retail water and wastewater service to all customers north of Ariel Rd. Water will be sold to the County, on a wholesale basis, for all customers south of Ariel Rd. Details regarding the agreement are still being negotiated. Reclaimed water is addressed in Section IV E. The net effect of the agreement will be a reduction of the County service area and an increase in the City's area. Actual demand will not be affected by the agreement. Projected demands within the referenced area were included in the City's current C.U.P. A breakout of estimated demand is included in Table 4-3. B. Demand Analysis and Projections (1) Current CUP Status The primary constraint limiting the City's groundwater withdrawals is defined in Edgewater's Consumptive Use Permit (CUP) issued by the St. Johns River Water Management District. The City received its CUP# 9157 issued on December 11, 2007 and expires on December 11, 2027. Governing Board approval was received December 12, 2007. It has a 20 year duration. Allocations approved in the CUP application are as follows: 27 E\1l31.I water supply work plan revised 120108 eI Table 4.2 City of Edgewater CUP Permitted Annual and Maximum Groundwater Withdrawal Limits Permitted AnnuaT ""'- - 'II.' _. - Permitted Year Average Maximum Dally Withdrawal (MGD) Withdrawal (MGD) [ -I --- ~ --- ,-- 2006 2.21 3.32 I 2007 I 2.30 I 3.45 2008 [ 2.39 [ 3.59 I 2009 [ 2.49 f ' 3.74 I t 2010 2.58 I 3.87 I [ r .. 2011 2.66 I 3.99 I I I 2012 I 2.73 4.10 I ! I I 2013 I 2.81 4.22 ! . 2014 . r 2.89 I -- 4.34 2015 r 2.96 - f 4.44 2016 I 3.02 I 4.53 2017 I 3.07 I 4.61 2018 I 3.13 r 4.70 2019 , 3.18 I 4.77 I 2020 I 3.24 4.86 2021 I 3.28 4.92 I 2022 I 3.33 5.00 2023 I 3.38 5.01 ! I "r 2024 3.43 I 5.15 I 2025 [ 3.48 I 5.22 I 28 EW31.1 water supply work plan revised 120108 el It should be noted that the City's originally requested C.U.P. allocation request was rejected by SJRWMD. After a 4-year review and negotiation period, the City agreed to accept SJRWMD's population and demand projections. They are included herein as Table #4-2 A. 29 EW31.1 water supply work plan revised 120108 el ~ N I 'O:t .! .0 IV to- .. S IV 3: Q) en " w ... o .~ (J .. .E II) l: o ~ u Q) ..... o .. a.. 3: o LL " l: IV l: o ~ ~ ::J a. o D- C :E ~ D:: ., en ,,=c CIIC) a.E E- :JLL a.C <( ;:)=c a. a. C>~ (,) 0.- C>" a. C)C) >- c( (,) 0.- C>" ~~ CII- Z (,) 0.- C>" a. -C) .!- J: "C ~a. .- 0 ~a. a:: .. lf~ a.c 0;:) 0. 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(") CO ~ 0> U') 0 U') 0> ~ 0> ~_ OONMM~~~~crimoo""'NNMM~~~U')~WI"- "I "I "I "I "I "I N N "I "I "I M M (") (") M (") M M (") M M M M M W W W <0 <0 W W W W <0 W W W W W <0 W W W W W W W <0 W ~ ~ ~ -.t -.t ~ ~ ~ -.t -.t ~ V ~ ~ ~ ~ ~ ~ -.t ~ V -.t ~ ~ ~ NNNNNNNNNNNNNNNNNNNNNNNNN ..... ~ to 0> V o ..... ..-NNco~enU')..... ..... CO U') V V M M (") aD ei .....: -i ..... cri to VNNM-.tVU') ~W.O>NU')_CO"'" ...............NNNM .,-~"If"-~~~~ V N 0> CO cri to o "I CO 0 M~ ..... ..... o ..... "I I"- ~ ..... ~ .....: ei -.t M M "I V W ~~~ ..... ..... ..... <')\1) 0 g8 ~ g g g g t'-: NNs: "I to N ai .....: r i~c ~ ~ ~ !!i ;:! ~ C tJ) CO cri m m 0> 0 ::J~ ..... ..- I"- CO o ..... 0> W ..... ~ C"'i ..... I"- 0> C'lU') M M ..... ..... a. o a. M o o N .... 1/1 lIS ...J -.t CO N W W CO ..... M to 0 ai 0> M 0> CO M ..... crim ..... ..- "I V W CO en 0 0 0 0 0 ~ I"- 0 (") I"- r CO 0 "I q- W U') M ..- 0> I"- 0> r -.t ~ CO CO <ri ei C"'i <ri ai ai ai ai cri cri 0> ..... N M -.t N "I N ..... 0 0> V 0> q- 0> val"- (") 0> U') W -.t. "lOCO U') N CO U') ..... co M I"- N OC!. ..... U') .....Nriri~~~~~....:cricomo>oo NNNNNNNNNNNNNNMM (") CO N N CO ~ ..... q- U') U') N aD cri ..... 0 o N .o~ ..... ..... U') W I"- m ..... o W c<i M W 00 N N W I"- ei I"- 0> o M ..... W ..... I"-WW cri <ri ~ I"- co 0> M I"- ..... ..... ..... N (") M M :;; c;~~g~~~~~~;:~~~~~~~~~N~~~~ ~ ~~~~~~~~~~~~~~~~~~~~~~~~~ III Q) .... lIS E :; III W III c: o :; (J ~ o ... a.. o M o 00 =: '" ~ "0 " '" 0;; !! c .. Q. ... ~ ~ >- Q. 0.. i;: .. ~ .. ~ -: ~ Ul SJRWMD's population projections, and associated potable water demand projections, through 2015 reflect an average increase of approximately 2.6% per year. This is less than historical growth patterns and is suppose to reflect growth throughout the service area, including wholesale areas and the area encompassing Restoration D.R.1. It is unknown what percentage of the total growth is assigned to each. The SJRWMD projections underestimate future demand in Restoration. The proposed Restoration D.R.1. is illustrated on Figure #1-1; it occupies the majority of all land in the City's service area west of 1-95 and north of SR #442. A separate discussion of the area, and its potential impact upon the City's water supply strategies, is included in the work plan. (2) Restoration D.R.I. Restoration DR.1. is a major development proposed for construction west of 1-95 and north of SR # 442. The development encompasses 5,181 acres and may ultimately contain up to 8,500 dwelling units and approximately 3.2 million square feet of retail and commercial office space. The D.R.1. application is currently being evaluated by the Department of Community Affairs (DCA) and Volusia County Growth Management Commission (VGMC). The City of Edgewater will provide water and wastewater service to the proposed development. Reclaimed water will be provided on a wholesale basis and the restoration Homeowner's Association (HOA) will manage public access reuse distribution within the D.R.1. The City's water plant capacity is 5 MGD and current firm production capacity is 4.1 MGD. Firm production capacity will be 5.54 MGD by 2010 after construction of 4 new wells. The developer has identified a 7 year build-out period for Phase I (2007-2013); however, the D.R.1. is still under review and initial customer 31 EW31.1 water supply work plan revised 120108 el demand is not anticipated until 2010. Therefore, build-out of Phase I is not expected until the end of 2016, or beginning of 2017. This timeline corresponds to the 10 year planning period of the work plan. A table detailing projected potable demand through 2017 has been prepared. It identifies current and projected potable demands including those associated with both Restoration and Volusia County's S.E. service area. Table #4-3, below, includes build-out of Restoration, Phase I, at 3,692 equivalent dwelling units. Per capita demand is 92 GPCD and occupancy is 2.27persons per dwelling unit. This corresponds with historical demand of 204 GPDID.U. as set forth previously. Table 4-3 Edgewater Potable Water Demand Estimates, (2008 - 2018) YEAR Edgewater Restoration DRI Volusia County Total All Areas CUP Allocation Primary . S.E. Service Area Service Area (mgd) (mgd) (mgd) (mgd) (mgd) 2008 1.70 0.00 0.30 2.00 2.30 2009 2.00 0.00 0.30 2.30 2.39 2010 2.05 0.00 0.31 2.40 2.49 2011 2.10 0.10 0.31 2.51 2.58 2012 2.15 0.25 0.32 2.72 2.66 2013 2.20 0.35 0.32 2.87 2.73 2014 2.25 0.45 0.33 3.03 2.81 2015 2.30 0.55 0.33 3.18 2.89 2016 2.35 0.65 0.34 3.34 2.96 - 2017 2.40 0.75 0.34 3.49 3.02 2018 2.45 0.85 0.35 3.65 3.07 Notes: (1) 2007 Actual demand was 1.989 mgd (2) Assumes that occupancy within Restoration commences in 2010 (3) Modification of Interim CUP allocation may be required in 2011 (4) Projected Demand in 2017 exceeds CUP allocation of 3.50 mgd, to be addressed with 2012 'Compliance Update' 32 EW31.1 water supply work pIau revised 120108 el c. Source Needs Assessment Currently, SJRWMD has not established groundwater deficits for Edgewater associated with future aquifer withdrawals proposed. Implementation of proposed MFL rules has the potential to change regional deficit projections; however, the City was issued a 20 year CUP in December 2007. SJRWMD has the legislative authority to limit Consumptive Use Permit allocations for individual permit holders based upon cumulative groundwater withdrawals, and their potential effect upon wetlands and surface waters. Therefore, future regional groundwater deficits may be assigned and usage restricted. In the event that this occurs, Edgewater should be prepared to meet future demands utilizing traditional and alternative sources as detailed below. a) Groundwater The City's primary water source through the 10 year planning period is ground water. At the time of this writing, the City of Edgewater has existing firm raw water supply capacity to meet peak day flows of 4.1 MGD. Assuming an availability factor of 2.0, Edgewater has an immediate need for additional wells. The City wholly owns property near both the Western and A.R. Thomas wellfields. The current CUP application includes approval for eight new wells. Four (4) wells, #17-20, are proposed for construction in FY '08-'09. Design and permitting for these wells is nearly complete. Funds for construction are included in the current C.I.P. The estimated cost for the project is $1.2 million. The estimated withdrawal capacity of wells #17-20 is 250 GPM, total capacity is approximately 1,000 GPM (1.44 MGD). Upon completion of this project, total raw 33 EW31 I water supply work plan revised 120108 el water supply capacity will be 5.54 MGD; the proposed wells will provide sufficient raw water supply and rotational capacity through 2012. An additional four wells, #21-24, are proposed for construction within the proposed Restoration D.R.1. The development may contain up to 8,500 E.R.U.'s and occupies approximately 5,200 acres. The developer will dedicate four (4) well sites, each with an estimated capacity of 300-400 GPM. A total withdrawal capacity of 1,400-1,600 GPM (2 MGD - 2.3 MGD) is proposed from the 4 sites. Construction of the new wells is scheduled in FY 11/12 and is included in the 5- year C.I.P. Upon completion of the new wells, firm supply capacity will be 7.85 MGD. This is adequate to supply projected average and real demand through 2017. Fresh groundwater will continue to be the dominant raw water source for Edgewater's potable supply through 2017. If MFL limitations create deficit conditions, the City intends to pursue brackish groundwater as an alternative supply. b) Conservation, Reclaimed, and Demand Reduction Strategies Existing WA V and member utility conservation programs, such as low-flow showerheads and toilets, rain sensors for lawn irrigation, and education programs, will stay in effect. The use of reclaimed water to supplement and/or replace fresh water used for irrigation purposes has been aggressively pursued by the City of Edgewater. These programs are have helped reduce demand increases and allowed the utility to maintain extremely law per capita consumptive rates. The City continues to expand its reuse program; details regarding reclaimed reuse are addressed in section 3(e). 34 EW3 \.1 water supply work plan revised 120108 eI D. Facility Work Plan Capital Needs 1. Rehabilitation and Replacement With the 5 MGD Water Treatment Plant, the City of Edgewater will not need significant capital expansion improvements in the next 10 years. Anticipated work at the treatment plant is limited to rehabilitation and replacement (R&R) of existing process equipment, pumps, electrical components and media. The City has budgeted approximately $800,000 in FY08/09 C.I.P. to construct necessary R&R work and process upgrades at the WTP. 2. Raw Water Supply The City's current C.UP. application, currently under review, includes a total of eight (8) new wells. The wells will increase production capacity to 7.8 MGD. Four (4) of the 8 wells, #17-20, are included in the C.I.P. for construction in FY 2008/2009. The estimated construction cost is $1.2 million. The additional 4 wells, #21-24, are sited in restoration D.R.1. Construction of these wells will occur after FY 12/13, unless needed sooner. Raw water transmission and finished water distribution needed to serve the D.R.1. will be constructed by the developer. A list of raw water supply projects to be funded and constructed by the City has been prepared and is described below: a) Wells #17 -20 Four (4) new 12: water supply wells, access roadways, electrical service and raw water transmission in the A.R. Thomas Wellfield. Estimated cost = $1.2 million 35 EW31.1 water supply work plan revised 120108 cI b) Wells #21-24 Four (4) new 12" diameter water supply wells, raw water piping, electric service, telemetry and instrumentation. Well sites and paved access to each provided by developer of restoration D.R.1. Estimated cost = $1.0 million 3. Potable Water Storage, Pumping and Distribution The majority of potable water distribution components needed to serve future customers will be provided and installed by developers. Exceptions relate to remote storage. and pumping. In many cases, remote storage and pumping is required to satisfy peak demand and fire flow requirements. Remote storage and pumping also provides for redundancy in the event of service interruptions at the WTP or water main beaks in the distribution system. Two remote storage tank and pump stations projects are proposed. a) S.E. Service Area Stora~e Tank and Pump Station A 1.0 MG storage tank and pump station is proposed for construction to serve new development along the US-1 corridor in the S.E. service area. Estimated Cost = $2.0 million b) Western Stora~e Tank and Pump Station A 1.0 MG storage tank and pump station is proposed for construction to serve the new D.R.1. Estimated Cost = $2.0 Million 36 EW31.1 water supply work plan revised 1'20108 cl E. Reclaimed Water System There are three (3)' elements of potential customer growth for the reclaimed water system. They include infill of served subdivisions, future subdivisions, and future retrofits of older areas of the City. The City has the potential to use all of its available supply serving reclaimed water to irrigation customers, in existing served subdivisions and new developments. No retrofit programs are necessary. The City currently utilizes >90% of its available effluent. Augmentation is required during peak demand periods. The area served by existing reuse distribution system supplemented by the demand from the future developer- installed systems, will fully utilize annual average daily flow. The City does not need to incur the expense of retrofits to achieve its goals regarding surf~ce water discharge. Future expansion of the reclaimed water system is limited to the following areas: 1) Developer Installed Irrigation Systems 2) Volusia County S. E. Service Area 3) Restoration D.R.1. A tabular listing of existing and proposed reclaimed water sources and demands has been prepared, and is included below as Table #4-4: 37 EW31.1 wntcr supply work plan revised 120 1U8 cl II) c o ~ ... u CD CD ... . .... "It ns e I ~ a.. "It CD ... ~ 0) CD CD"- -Wns .c...3: ~O" ~CD .- E _ U._ ns u CD ~ " c ns E- T"" eo C") 0 eo CO 0 0 C\I C") V CDU) cO N N C") t"'- O N l/) t"'- O> T"" C") _:! ..- T"" T"" T"" C\I N N N C\I C") C") ns':-' ... 0 ... W u) ~ C_ ::JU) 0 l/) 0 l/) 0 l/) 0 OC) 0 0 0 0 O:e N C'! C") C") ~ V l/) IG _ 'in ::J "0 > .. 0: d" cc- onsc T"" ..- T"" T"" T"" T"" T"" ..- ~EO 0 0 0 C") ~ l/) <0 ,.... CX) 0> 0 IGCD~ ..- aC ... en CD 0:: CD u" .- c ~ ns CDE6 ..- eo C") 0> l/) N 0> V T"" t"'- C") cnCDO N N C") C") ~ In L() eo "': t"'- CO ~O ::e ..- ..- ..- ..- ..- ..- ..- ..- ..- ..- ..- C\11G::::' E ~ 'i: < a. c 0 .- ~ E.u'c 0 0 0 0 0 0 0 0 0 0 0 CC\10 CD a.:E ..- ..- ..- ..- ..- ..- ..- ..- ..- ..- ..- EIG~ O)(J ::J < ~ 0 -- U-U) N C") 0 eo C") 0 t"'- C") 0 eo l/) 0..0 C") V L() ,.... 0> 0 N ~ l/) eo ~!. ..- ..- ..- ..- ..- ..- N N N N N ... CO 0> 0 ..- N C") V L() <0 ,.... CX) ns 0 0 ..- ..- ..- ..- ,... ..- ..- ..- T"" CD 0 0 0 0 0 0 0 0 0 0 0 >- N N N N N N N N N N N 00 M c... f- ~ ro c o '01 QJ lY ill crj .z:- c ::I o U CIl 'jjj ::I o > E .g >- Ci a. ::I en I1l Ul ::I QJ lY Qj o z . U <Xl o <:> '" " U '" ':; ~ ~ c.. -t ~ ;., c.. c. ~ ~ " ;;; ~ -: ~ ~ Reclaimed water service to restoration D.R.1. will be on a wholesale basis. The City and developer will participate in construction of transmission facilities from the WWTP to the site. The developer and H.O.A. will own and maintain on-site reuse storage, pumping and distribution facilities. On-site facilities will include ponds, pumps and distribution piping. Integrated stormwater/reclaimed water ponds will be used by the developer to satisfy non-potable demands. Additional wastewater treatment I reclaimed water production capacity required to serve restoration will be sited at the existing WWTP or at a remote facility constructed within the DR.1. Both options are currently being evaluated. Sufficient treatment and reclaimed water capacity is available through 2016. Capital projects necessary to serve restoration and the S.E. service area include wastewater treatment capacity and reclaimed water storage, pumping and transmission facilities. The three (3) projects are identified as follows: 1) Water Reclamation Facility Expansion/Addition Construction of a 2.5 MGD waste water plant expansion or new facilities within restoration. Estimated Construction Cost = $15 Million 2) Western Reclaimed Water Transmission 25,000 LF, 18" diameter reclaimed water transmission main from the WWTP to restoration is required to convey reuse to the site and/or effluent from the D.R.1. Estimated Construction Cost = $3.5 million 3) Volusia County S.E. Service Area Interconnect Reclaimed water transmission mains, storage and pumping facilities are necessary to provide effluent disposal capacity from the County's waste water plant and irrigation supply to new developments. Estimated Construction Cost = $5million 39 EW31.1 waIn supply work plan revised 120] 08 eI V. Funding Sources and Project List A. Funding The City of Edgewater can utilize several revenue sources to meet system maintenance and upgrade requirements. The revenue sources include the following: 1. Retail user charges 2. Wholesale user charges 3. Service charges 4. Interest income s. Hydrant rental 6. Reclaimed water user charge 7. Connection fees 8. Development fees 9. Low interest loans 10. Grants Revenue sources for items 1-6 have been tracked over a long period and can be reliably projected through the next three (5) fiscal years. The retail user charge is the primary revenue source that must be adjusted to meet the revenue required by the utility. The City's Water and Sewer Operating Budget for FY'07 -'08 is approximately $9.8 million. The FY '07-'08 budget includes CIP funds for design and permitting the four (4) new wells in the A. R. Thomas wellfield. New facilities identified herein will be funded primary through: development fees, low interest loans and grants. The City is currently evaluating its development fees to insure compatibility with anticipated expenses. Edgewater is also 40 EW31.1 waler supply work plan revised 120108 el preparing an 'FDEP Facility Plan' for review and approval by the FDEP's Bureau of Facility Funding. The 'Facility Plan' will allow the City to pursue low interest loan financing for wastewater and reclaimed water system improvements. User charge revenues from the expanded system will serve to repay loans. The City will pursue grants for alternative water supply (AWS) development to fund reclaimed water expansion programs. 20% cost share participation is available for reclaimed water initiatives. The City intends to pursue funding for eligible projects under this program. The City's capital projects list is included as Table #5-1. It identifies the schedule, cost and funding source. 41 EW31.1 water supply work plan revised 120108 el Table 5-1 City of Edgewater Utilities Capital Improvements Schedule September 2008 WATER SYSTEM PROJECTS PROJECT AREA FUNDING FY 08/09 FY 09/1 0 FY 10/11 FY 11/12 FY 12/13 # SOURCE Water Plant Upgrades User 1 (Stairways, Aerators, Charges $340,000 $800,000 $0 $0 $0 & Painting) 2 ART Water Supply Impact Fees $1,210,931 $0 $0 $0 $0 Wells # 17-20 Loan S.E. Service Area User 3 Storage Tank and Charges $101,400 $2,000,000 $0 $0 $0 Pump Station Western 4 Storage Tank and Impact Fees $0 $130,000 $0 $0 $0 Pump Station Subtotal Potable Water: $1,652,331 $2,930,000 $0 $0 $0 \ WASTEWATER AND RECLAIMED WATER PROJECTS PROJECT AREA FUNDING FY 08/09 FY 09/10 FY 10/11 FY11/12 FY 12/13 # SOURCE WWTP 5 Rehabilitation and SRF $0 $3,000,000 $3,000,000 $0 $0 Replacement Western SRF 6 Reclaimed Water Main Impact Fees $0 $350,000 $3,500,000 $0 $0 Extension 2.5 MGD SRF 7 Wastewater Plant Impact Fees $0 $0 $1,000,000 $7,500,000 $6,500.000 SE Reclaimed Water SRF 8 Storage Tank and Impact Fees $0 $350,000 $5,000,000 $0 $0 Pump Station Subtotal WW and Reclaimed Water $0 $3,700,000 $12,500,000 $7,500,000 $6,500,000 42 EW3 J.) water supply work plan revised 120108 el ... FutUre Land Use Element CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT D. GOALS, OBJECTIVES AND POLICIES GOAL 1: To effectively manage the land use pattern in the City to enhance the quality of life for its citizens; promote economic vitality; and, accommodate population and development growth in an environmentally acceptable manner. Objective 1~1: Land Use Categories. The City shall maintain regulations for land use categories and a Future Land Use Map to ensure the coordination of future land uses with existing and adjacent land uses. Policy 1.1.1: The adopted Future Land Use Map shall contain and identify appropriate locations for the following land use categories, as defined in this element. Land Use Categories Maximum Density/Intensity Agriculture - 1 dwelling urut/2.5 acres Low Density Transition 1 dwelling unit/acre - Low Density Residential 4 dwelling units/acre - -- Medium Density Residential 8 dwelling units/acre High Density Residential 12 dwelling units/acre -------~._._.- Commercial 0.5 floor area ratio --- Mixed Use 12 dwelling units per acre and 0.5 floor area ratio Industrial 0.5 floor area ratio "---- Recreation and Open Space 0.25 floor area ratio --_.. Conservation Not AEplicable ------. Conservation Overlay Not Applicable -------- Public/Semi-Public 0.5 floor area ratio Policy 1.1.2: Policy 1.1.3: Policy 1.1.4: Density/Intensity. The City shall adopt maXImum densities and intensities for each land use category which encourage economic development while protecting the natural environment as indicated in the above table. Zoning Districts. The City shall maintain an adopted zoning matrix which shall establish zoning districts that correspond to specific land use categories. The matrix shall further define allowable densities and intensities in each zoning district. Innovative Design. The City shall encourage innovative land use development techniques (including procedures for Mixed-Use planned unit development and cluster development), as further specified in the data and analysis of this Element. The City shall encourage Low Revision 3-06 1-26 CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Policy 1.1.5: Policy 1.1.6: Policy 1.1.7: Policy 1.1.8: Impact Development (LID) to promote resource management and protection including water use management. Housing. The Future Land Use Map shall contain an adequate diversity of lands for residential uses to meet the future demand for residential densities identified in the Housing Element. Density Bonus. The land development regulations may also provide for up to 25% increase in permitted residential densities for Mixed-Use planned unit developments. Specific standards and procedures for allowing such increases shall be included in the land development regulations. The land development regulations may provide for up to a 25% increase in the maximum permitted intensity of commercial or industrial development where exceptional provisions are made for buffers, landscaping, open space, and protection of existing native trees. Provision of such additional amenities shall be in addition to minimum requirements. Recreation and Open Space. Public or private lands may be designated as Recreation and Open Space. If the facility is not resourced-based, a maximum of 25% impervious area shall be allowed in areas designated as Recreation and Open Space to ensure their protection, proper development and future public use and benefit. Urban infill areas may have development exceptions. Development in this land use category should be in the public interest. Conservation Overlay. Properties that are designated as Conservation Overlay areas may potentially contain wildlife habitat areas including habitat for rare, endangered and threatened species, hydric soils/wetlands (as defined in the Conservation Element), mangrove swamps, cypress swamp, mixed hardwood swamp, hydric hardwood hammock and sand pinel xeric oak scrub, estuarine marsh ecotone, freshwater marshes, special vegetative communities, areas within a public water well radii of SOO-feet, 100-year floodplain areas, and other areas subject to environmental or topographic constraints. . A final determination of the suitability for development of any individual parcel, as it relates to a Conservation Overlay area on the Future Land Use Map, shall be determined prior to issuance of any development approval. Revision 3-06 1-27 CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Public/Senli-Public Recreation/O en S ace 0% - 60% 2S% Minimum Objective 1.2: Natural Resource Protection. The City shall maintain land development regulations that protect natural resources (such as, groundwater, surface water, floodplains, wildlife habitat, wetlands and other vegetative communities) from the impact of development. Additionally, the City will prevent development in areas that have inadequate soils, topography or other constraints to protect public health and welfare. The City shall protect manatees in the Indian River through the adoption of the Volusia County Manatee Protection Plan. Policy 1.2.1: Policy 1.2.2: Policy 1.2.3: Policy 1.2.4: Policy 1.2.5: Policy 1.2.6: Policy 1.2.7: As of the year 2000, the City will no longer pernlit the use of septic tanks within the City to prevent potential soil and groundwater contamination. When financially feasible, the City shall extend central sewer service to all developed properties within the current City limits. The City will also coordinate with the County to limit septic tank permits. All previously developed properties must connect to central sewer when it becomes available within SOO-feet of the property and/or structure. The City shall continue to pursue funding to retrofit all development that is utilizing septic systems on unsuitable soils. Industrial lind commercial land uses that produce hazardous wastes and liny other land use determined by the City to be potentially detrimental shall be prohibited ""W1.thin 500 feet of all public potable water well radii. The City shall provide for wellhead protection in accordance with Florida Department of Environmental Protection (DEP) standards and the Volusia County Wellhead Protection Ordinance. The City shall maintain a floodplain management ordinance, which includes the development standards required for participation in the National Flood Insurance Program. Furthermore, the ordinance shall require that new construction or substantial improvement of any structure have the lowest floor elevated to one foot (1') above the established lOO-year flood elevation without the use of fill. The City shall use the Conservation Overlay on the Future Land Use Map and required Environmental Impact Study's to protect the natural functions of the floodplains in the City and adjacent jurisdictions. Additional performance standards will be required for development sites that are determined through the Environmental Impact Study to have Revision 3-06 1-31 CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Policy 1.2.8: Policy 1.2.9: Policy 1.2.10: Policy 1.2.11: Policy 1.2.12 Policy 1.2.13 Policy 1.2.14 Policy 1.2.15 Policy 1.2.16 floodplains, such as vegetative buffers, additional setbacks, and clustered development away from the floodplains areas. The City shall support the prohibition of development on the mangrove and spoil islands located within the Indian River/ Mosquito Lagoon estuary. The City shall maintain stormwater management requirements in the Land Development Code, which provide specific standards for the design of on-site stormwater systems, as well as strategies and measures to minimize runoff into the Indian River Lagoon. No development orders shall be issued unless the proposed development is determined to be in compliance with the City's Stormwater Master Plan. The City shall utilize the natural vegetative map, USGS, Soil Conservation Service and the Hydric Soils of Florida Handbook to identify properties which have potential development constraints based upon hydric soils, wetland vegetation, flood hazard potential or other topographic constraints, and, if necessary, require an Environmental Impact Study. The City shall regulate boating impacts on the Indian River pursuant to Phase II, the Boat Facility'Siting component, of the Manatee Protection Plan for Volusia County as adopted by the City on August 1, 2005. The City shall implement the "slip aggregation" option referenced in the Volusia County Manatee Protection Plan. The aggregated number of motorized boat slips to be constructed within the City is 418 and is based upon data and research contained in the Manatee Protection Plan for Volusia County. Single-Family residential lots with Indian River frontage shall not be denied their riparian rights to construct a minimum of one (1) motorized boat slip per lot. The City shall encourage shared, multi-slip facilities and aggregation of slips during development and redevelopment, including single-family lots of record. Any marina development/redevelopment shall be consistent with the Manatee Protection Plan for V olusia County. Revision 3-06 1-32 CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Policy 1.2.17 The City shall monitor the protection policies pursuant to the Manatee Protection Plan for V olusia County. Objective 1.3: Concurrency. The City shall ensure that future development is provided essential services and facilities at acceptable standards by incorporating the following policies into the site plan review process and the City's Concurrency Management System. Policy 1.3.1: Policy 1.3.2: Policy 1.3.3: Policy 1.3.4 Policy 1.3.5 Policy 1.3.6 The City shall review all development and redevelopment proposals to determine their specific impacts on current Levels of Service (LOS) for all services and facilities addressed in this Comprehensive Plan. If a proposed development will would result in a degradation of the adopted LOS, then a development order will be denied unless it can be demonstrated that sufficient improvements will be in place concurrent with the impacts of such development to maintain the adopted minimum LOS standard. The City will continue to seek fiscal resources to extend City service ~ expand water and wastewater collection zones within established service areas, improve City roadways, and make other improvements necessary to accommodate growth and maintain services and facilities at adopted standards. The Ci~ will maintain a Water Supply Facilities Work Plan (WSFWP) for a planning period of not less than ten years. The Water Supply Facilities Work Plan addresses issues that pertain to water supply facilities and requirements needed to serve current and future development within the City's water service area. The Ci~ shall review and update the WSFWP at least every five years. Any changes to occur within the first five years of the WSFWP shall be included in the annual Capital Improvements Plan update to ensure consistency between the Potable Water Sub-element and the Capital Improvements Element. In accordance with Section 163.31 80(2)(a). F. S.. the City shall. prior to approval of a building permit or its functional equivalent. determine that there will be adequate water supplies and facilities available no later than the date at which the Ci~ anticipates issuing a certificate of occupancy. to serve the new development. All development is subject to the City's Concurrency Management system. The City shall track current water demand and outstanding commitments in order to determine the availability of an adequate water supply for proposed developments. Revision 3-06 1-33 CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Policy 1.3.7 The City shall maintain an ongoing inventory of water supply facilities and a plan for improvements needed to support existing and future demands. These shall be included in the WSFWP. Objective 1.4: Discourage Urban Sprawl and Encourage Redevelopment. The City will maintain regulations and procedures in the Land Development Code to limit the proliferation of urban sprawl and encourage redevelopment and revitalization of blighted areas. Policy 1.4.1: Policy 1.4.2: Policy 1.4.3: Policy 1.4.4: Policy 1.4.5: The City will limit land development activities outside of the adopted Utility Service Area boundary to encourage infill and ensure the availability of services and facilities to accommodate development. Intensive development proposed for areas outside the established utility service area shall be discouraged unless it can be demonstrated that such development will be adequately served by alternative service delivery systems. If necessary, the City may reduce limitations on inftll and redevelopment activities consistent with the land uses and densities indicated in this plan in situations that will not jeopardize public health, safety or welfare. By 2002, the City shall evaluate the US Highway 1 corridor and the Park Avenue corridor to develop a plan for revitalization. The plan shall identify land uses and densities to be permitted, including density bonuses, and will address traffic circulation (both on-site and off-site), landscaping and open spaces, sign controls, and buffers for contiguous residential areas. If blighted or otherwise deteriorated areas develop within the City, the areas shall be targeted for special consideration through a redevelopment plan and the City shall pursue available Federal, State, County and Local funds for redevelopment. Objective 1.5: Land Use Compatibility. Future development must be consistent with the adopted Future Land Use Map and existing incompatible uses shall not be allowed to expand and shall be eliminated, when feasible. Policy 1.5.1: Proposed land use amendments, which are inconsistent with the character of the community or inconsistent with adjacent future land uses Revision 3-06 1-34 CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Policy 1.5.9 Due to the widening of S.R. 442 the City shall permit conversion of existing residential structures to professional office uses only when the following conditions shall apply: · The property is located on S.R. 442, east of Pinedale Road and west of US Highway 1, and has a minimum of 100-feet frontage along S.R. 442. · A Conditional Use Permit is applied for and granted by the Planning and Zoning Board. · Adequate access and parking to redeveloped parcels is provided. · Land Development Code standards for buffers and site visibility triangle can be provided to effectively maintain the viability of adjacent residential uses. · A site plan is approved by City staff. Professional office uses permitted are restrictive and shall be designed to serve primarily the residents of the immediate neighborhood. The usage of these properties shall not be detrimental to, nor incompatible with the current nature of the area. Specific guidelines and requirements for conversion of those properties are provided in the City of Edgewater Land Development Code. Policy 1.5.10 In accordance with Section 163.3180(2)(a). F.S.. the City shall determine whether there will be adequate water supplies to serve the new development prior to approval of a building permit or its functional equivalent. All development is subiect to the City's Concurrency Management system. The City shall track current water demand and outstanding commitments in order to determine the availability of an adequate water supply for proposed developments. Objective 1.6: Transportation/Land Use Compatibility. The City will ensure that population densities, housing types, employment patterns, and land uses are consistent with the City's transportation network. Policy 1.6.1: Curb cuts and points of access to the traffic circulation system shall be minimized. Revision 3-06 1-36 CITY OF EDGEWATER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Policy 1.6.2: Policy 1.6.3: Policy 1.6.4: Policy 1.6.5: Policy 1.6.6: Shared driveways and cross access between adjacent properties shall be encouraged. Proposed transportation improvements shall be consistent with the land use patterns on the Future Land Use Map. Land uses that may generate high traffic counts shall be encouraged to locate adjacent to arterial roads and mass transit systems. The City shall require an adequate quantity of on-site parking to accommodate land uses. In April 2004, the City adopted a corridor plan for S.R. 442, which includes regulations in the Land Development Code for an overlay district, which shall provide for specific streetscape, landscape, architectural design standards, etc., for properties developed along the S.R 442 corridor. Objective 1.7: Adjacent Jurisdictions. The City shall promote compatibility of adjacent land uses with Volusia County and the neighboring cities of New Smyrna Beach and Oak Hill. Policy 1.7.1: Policy 1.7.2: Policy 1.7.3: When reviewing land use amendments, the City shall consider the existing and proposed land uses in any jurisdictions that are adjacent to the proposed amendment. By 2001, enter into a Joint Planning Area agreement with Volusia County to control the timing of urban expansion. Continue intergovernmental coordination through associated technical committees with neighboring jurisdictions, such as the Metropolitan Planning Organization (MPO), the Vol usia Council of Governments (VCOG) and the Volusia Growth Management Commission. Objective 1.8: Annexation. The City shall pursue a policy of annexation, which will provide for the most efficient use of public facilities and services, eliminate areas of jurisdictional problems, and provide for sound growth and development of the City and surrounding area. Policy 1.8.1: The City will continue its efforts to seek to enter into an interlocal agreement with V olusia County within 12 months of the effective date of this amendment regarding a future joint planning area, future annexation boundaries, urban service boundaries, and a matrix of compatible County and City land uses. Revision 3-06 1-37 CITY OF EDGEW A TER COMPREHENSIVE PLAN FUTURE LAND USE ELEMENT Policy 1.8.2: In order to reduce land use conflicts and for efficient public service provision, the City shall investigate and, where feasible, annex all enclaves as soon as possible. Policy 1.8.3: New development proposed within the County in areas that are contiguous to the City shall be annexed into the City and developed to City standards as a condition for the extension of public utilities. Policy 1.8.4: The City will prepare data and analysis to address availability of the water supply and facilities needs of all lands annexed into the City. Objective 1.9: Historic and Archeological Sites. The City shall identify, designate and protect historically significant housing and significant archeological sites. Policy 1.9.1: Policy 1.9.2: Policy 1.9.3: Policy 1.9.4: The City will protect and preserve its historic sites and properties, buildings, artifacts, treasure troves and objects of antiquity, which have scientific or historic value, or are of interest to the public. Development shall be prohibited which alters or damages any site or building determined to be historically significant that is designated on the register of historically significant property maintained by the State of' Florida. By 2004, the City shall establish more restrictive standards for historic preservation in the Code of Ordinances to ensure the protection of historically significant cultural sites and historic structures from development or redevelopment. By 2003, the City shall prepare a study of historic and archeological sites. If any are identified, the City shall maintain a database that identifies the location of potential archeological and historic sites and review all future development and redevelopment to prevent any negative impact to these sites. Objective 1.10: Public Utilities. The City will maintain land development regulations and procedures which will require provision of land for utility facilities necessary to support development and will limit land development activities when such land for utility facilities is not available, as specified in the following policies: Policy 1.10.1: Proposed development shall be reviewed in relation to eXISting and projected utility systems and any land needs of these systems; such as, Revision 3-06 1-38 Sanitary Sewer Sub-Element CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT reuse capacity of the system is 3.36 MGD (aadf), the permitted reuse capacity is limited to 2.75 MGD, which is also the permitted wastewater treatment capacity. The current average daily flow of reclaimed water from the wastewater treatment plant into the reclaimed water distribution system is 1.18 MGD. There are currently 2,030 reclaimed water connections, and the current average daily demand for reclaimed water is approximately 600 gallons per day per connection. At present, reclaimed water is available for residential lot irrigation only in the Florida Shores subdivision. During periods of peak demand, in order to keep demand from exceeding supply, reclaimed water is pumped into the system only between the hours of 5:00 a.m. to 9:00 a.m. and 5:00 p.m. to 9:00 p.m. (Hours of availability are adjusted appropriately during Daylight Savings Time). E. EXISTING LEVEL OF SERVICE The City of Edgewater's wastewater treatment plant provides service to a total of approximately 7,950 connections to the wastewater system. Residential service is provided to a population of approximately 19,000 by nearly 7,600 of these connections, and the remaining 350 connections provide service to a combination of commercial, professional and light industrial facilities. The average daily flow to the wastewater treatment plant is 1.81 MGD. The City has used this data to establish a level of service standard on a per capita basis. This level of service standard is based on the average daily flow of 1.81 MGD divided by the number of residential customers served by the system. This allows the City to easily identify the additional wastewater system demand due to proposed new residential development. Additional wastewater system demand due to proposed non- residential development is calculated on a case-by-case basis, using plumbing code fixture counts. Based on these figures, the level of service standard established by the City of Edgewater for the wastewater treatment system is 95 gallons per capita 204 gallons per equivalent residential unit (ERU) per day. F. FUTURE NEEDS This section examines the need for any expansion or improvement to the wastewater system due to projected development within the City of Edgewater's service area. Generally, the City's wastewater treatment system is in very good condition, and is operated properly and efficiently in accordance with applicable rules and regulations. 7 CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT There are no known significant system deficiencies, nor are there any current or pending regulatory enforcement actions against the City. 1. Wastewater Collection System As part of the development approval process in Edgewater, each new development is required to construct any new wastewater collection system facilities that are needed in order to service the proposed development. Prior to approving construction of new collection system facilities, the City reviews proposed plans to ensure that the proposed new facilities will promote an efficient expansion of the existing system. The City will continue to try to develop a cost-effective expansion of the wastewater collection system into those few existing areas still relying on septic tank systems. 2. Wastewater Treatment Plant The population served by Edgewater's wastewater treatment plant is projected to increase from the current 19,000 to approximately 34,500 during the planning period. This increase in population will require an additional 1.47 MGD of wastewater treatment capacity at a level of service of 95 gaIlono per capita per day (gpcd) 204 gallons per ERU per day. At the projected population served of approximately 34,500 the total flow through the City's plant will be approximately 3.28 MGD, or 0.53 MGD above the currently permitted treatment capacity. Under an interlocal agreement executed by Edgewater and Volusia County in 1999, Edgewater will transfer a minimum of 0.14 MGD of the flow currently being treated at Edgewater's plant to a new Volusia County plant located just south of the City limit. This transfer will take place when the new county plant begins operation in early 2001. The transferred flow will be primarily from existing developments in the southern part of the City's service area. The infrastructure required to accomplish this transfer is being built by the county as part of the plant construction project. Under the terms of the interlocal agreement, Volusia County has committed to provide Edgewater with up to 0.20 MGD of the county plant's wastewater treatment capacity. The current excess treatment capacity at Edgewater's plant was identified in D3 above as 0.94 MGD. The transfer of up to 0.20 MGD of flow from the Edgewater plant to the Volusia County plant will increase Edgewater's excess treatment capacity from 0.94 MGD to 1.14 MGD. The agreement recognizes Edgewater's potential need for additional future capacity beyond the 8 CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT initial 0.20 MGD, and includes a mechanism for the allocation of additional capacity. During the first five years of the planning period, the population served in Edgewater is projected to increase to approximately 22,900. This increase will consume 0.38 MGD of the available 1.14 MGD of excess treatment capacity. This will leave approximately 0.76 MGD of treatment capacity for growth occurring during the last fifteen years of the planning period. An available treatment capacity of 0.76 MGD will serve an additional population of approximately 8,000 at a level of service of 95 gpcd 204 gallons per ERU per day. This equates to a total population served at that point, of approximately 31,000. At the projected rate of population growth indicated in Table 1, Edgewater's population served will reach 31,000 sometime between 2015 and 2020. As the City approaches the limit of its wastewater treatment capacity over the next fifteen years, it will need to either expand the treatment capacity of the City's plant, or transfer additional flow to the county plant. 3. Sludge Disposal Based on the current sludge production rate, it is anticipated that Edgewater's wastewater treatment plant will produce approximately 276,000 gallons of sludge per month on an annual average basis. The City anticipates that the current sludge disposal contract with a private firm will be continued. This will enable the City to continue to dispose of generated sludge in an effective, efficient manner. If the current contractual arrangement ends, there are other firms engaged in the same business that the City could contract with, or the City could investigate the feasibility of disposing of sludge in an appropriately permitted landfill. 4. Reclaimed Water System The City is currently developing plans to increase reclaimed water storage from the current 1.0 MG to 4.5 MG in order to further reduce discharge of reclaimed water to the Indian River North. The reclaimed water system permit allows for an increase from the current 1.18 MGD average daily flow to 2.75 MGD. At the current flow rate per connection, this increase would support an additional 2,700 reclaimed water system connections. 9 CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT G. GOALS, OBJECTIVES AND POLICIES Goals, objectives and policies are crucial to the implementation of the Comprehensive Plan and each of the elements and sub-elements. They represent important official statements of public policy that will be used to manage the future growth of the City. Periodically, current City practices and the following sanitary sewer sub-element goals, policies, and objectives will be reviewed for conformity. Goal 1 The City will provide wastewater treatment facilities designed to protect public health and the environment, will cause those facilities to be available concurrent with development and will construct and operate those facilities in an efficient manner. Objective 1.1 The City will ensure that sufficient wastewater treatment capacity exists prior to the issuance of new development approvals. Policy 1.1.1 An average wastewater flow of 95 gall om; per capita per day 204 gallons per equivalent residential unit (ERU) per day is hereby established as the standard level of service for the City of Edgewater's wastewater treatment facility. Policy 1.1.2 The established level of service standards of 95 gpcd 204 gallons per ERU per day will be used to determine the capacity demand generated by proposed development. Policy 1.1.3 All proposed improvements to the wastewater system, including capacity increase, system expansion or facility replacement will be consistent with the established level of service standard. Objective 1.2 The City will ensure that all wastewater facilities required to support proposed development are available concurrent with such development. Policy 1.2.1 The City will require developers to purchase required wastewater capacity prior to obtaining a development permit. 11 CITY OF EDGEW A TER COMPREHENSIVE PLAN Policy 1.2.2 UTILITIES ELEMENT The City will require each new development to construct wastewater collection facilities and lift stations as needed to connect to the existing system. Policy 1.2.3 The City will require each new development or substantial redevelopment project to construct an irrigation water distribution system and whenever feasible to connect to the City's existing reclaim water supply system. However, the City may accept an alternative supply for reclaim water augmentation and alternative irrigation water subject to review and approval by the City, including private systems. Objective 1.3 The City will provide proper operation and maintenance of existing and future wastewater system facilities to ensure optimum system performance. Policy 1.3.1 The wastewater treatment facility system will be operated and maintained in compliance with applicable local, state and federal regulations. Policy 1.3.2 The City will promptly report any violations of local, state or federal wastewater facility operating rules to the appropriate agency, and shall take immediate steps to correct any violations. Policy 1.3.3 The City will employ wastewater treatment plant operators with appropriate and current state wastewater treatment plant operator certification. Policy 1.3.4 The City will maintain the wastewater treatment plant to ensure production of unrestricted public access quality effluent, consistent with FDEP criteria for use as reclaimed water for irrigation and to continue to obtain effective recovery of reclaimed water from sewage. Goal 2 The City shall plan for the expansion or increase in capacity of the wastewater system to meet future needs. 12 CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT Objective 2.1 The City shall plan for the expansion or increase in capacity of the wastewater system to meet future needs. Policy 2.1.1 The City will continue its efforts to coordinate with Volusia County to utilize available capacity in the county's south plant to serve customers within the City's service area. Policy 2.1.2 The City will comply with the terms of the l-999latest revision of the interlocal agreement between the City of Edgewater and Volusia County with regard to provision of wastewater treatment service to City and county residents. Policy 2.1.3 Priority of expansion of wastewater system shall be: a) To existing areas that present an immediate threat to public health or safety, or serious pollution problems. b) To in-fill development in areas of current service availability. c) To areas providing a logical extension of existing facilities and service. d) To promote the production and distribution of reclaimed water as an alternative to Upper Floridian aquifer water being utilized for uses not requiring potable water as irrigation. Objective 2.2 The City will provide reclaimed water service to customers in the Southeast Service Area and establish a beneficial reuse of effluent from the V olusia County Southeast Regional Treatment Plant pursuant to the St. Johns River Water Management District Water Supply Plan. Policy 2.2.1 The City will monitor development activity within the subject area and establish a target for delivery of the project commensurate with available users. Construction is currently anticipated to occur in FY 2010/2011, subject to demand. Policy 2.2.2 The City will include the interconnect project within the 5 year Capital Improvements Program and address it within the Potable Water Facilities Work Plan. 13 CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT Policy 2.2.3 The City will complete the design plans for the Volusia County Southeast Service Area Interconnect project that are currently in progress. Policy 2.2.4 The City will pursue cooperative funding for the Interconnect project through the SB444 program. Goal 3 The City will continue to optimize the use of reclaimed and to operate its reclaimed water system efficiently in order to maximize effective use of thic resource reclaimed water to reduce demands on groundwater resources and to provide an alternative to using potable water for purposes not requiring potable water, such as irrigation. Objective 3.1 The City will maximize reclaimed water disposal distribution capacity, make use of available augmentation sources when feasible, and encourage careful use of reclaimed water by its customers. Policy 3.1.1 Priority of expansion of the reclaimed water system shall be: a) To new development in areas recently annexed by the City; then b) To in-fill development in areas of current service availability; then c) To existing, non-connected residences and businesses in areas of current service availability; then d) To areas providing a logical extension of existing facilities and service. Policy 3.1.2 The City will work closely with the St. Johns River Water Management District to develop the existing permitted augmentation site, and to identify and permit additional supply augmentation sites and sources. Policy 3.1.3 The City will devclop continue its effective recovery of 90% of wastewater to reclaimed water and a program designed to encourage conscientious use of reclaimed water. Elements of the program may include: a) Public education through printed media, the City's web site and other means. 14 CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT b) A series of fines for non-compliance. c) Implementation of metered rates, including tiered rates, if required, to reduce wasteful use. Policy 3.1.4 The City will require new development and substantial redevelopment projects to install reclaimed water distribution systems and whenever feasible to connect to the City's irrigation water supply system. All such newly installed systems shall be required to provide for future installation of individual meters. Objective 3.2 The City will promote and consider proposals for innovative alternative irrigation water supply systems that are consistent with the City's objectives of not using potable water for irrigation and reducing irrigation water quantities in general. Policy 3.2.1 The City will work with developers to promote reuse of stormwater from stormwater management areas on the developing property as an irrigation water source and supplement to reclaimed water. 15 Natural Groundwater and Aquifer Recharge Sub- Element CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT E. GOALS, OBJECTIVES AND POLICIES Goals, objectives and policies are crucial to the implementation of the Comprehensive Plan and each of the elements and sub-elements. They represent important official statements of public policy that will be used to manage the future growth of the City. Periodically, current City practices and the following natural groundwater aquifer recharge sub- element goals, objectives and policies will be reviewed for conformity. Goal 1 The City will protect and maintain the functions of natural groundwater aquifer recharge areas within the City's existing and future service areas. Objective 1.1 The City will coordinate with St. Johns River Water Management District (SJR WMD) and other governmental and regulatory agencies to protect and enhance recharge capabilities of areas within the City's current and future servIce areas. Policy 1.1.1 The City will work in cooperation with the St. John's River Water Management District and Volusia County to delineate areas of highest recharge potential in the City's current and future service areas. Policy 1.1.2 The City shall designate the areas of greatest recharge potential as conservation areas on the City's future land use map. Policv 1.1.3: The City shall continue its participation in the Water Authority of V olusia (W A V) to promote groundwater recharge facilities. Objective 1.2 The City will require the protection of aquifer recharge areas through development and implementation of appropriate regulations. Policy 1.2.1 The City's subdivisioFl regulations Land Development Code provisions related to inclusion retaining stormwater runoff to enhance recharge of reeharge areas iFl open space preservation reql:lirements shall be enforced and updated from time to time as data is obtained and under guidance and rules of the SJRWMD. Policy 1.2.2 The City will promote the use of stormwater runoff retention for the purpose of maximizing groundwater aquifer recharge by strictly enforcing the existing Land Development Code subdivision regl:llations. IV-4 CITY OF EDGEW A TER COMPREHENSIVE PLAN UTILITIES ELEMENT Policy 1.2.3 Policv 1.2.4 Policy 1.2.5 Policv 1.2.6 The City will coordinate with SIR WMD. V olusia County and State agencies to achieve regional aquifer recharge protection objectives by enacting ordinances that are consistent with County and State standards. The City will continue to achieve regional aquifer recharge protection obiectives bv enforcing the Land Development Code provisions regarding wellfield protection and updating it from time to time as data is obtained and under guidance and rules of the SJRWMD and FDEP. The City will continue to achieve regional aquifer recharge protection obiectives by restricting the use of septic tank/drainfield individual sewage treatment systems. The City shall continue to enforce County. State and Federal regulations regarding disposal of hazardous waste materials. Obiective 1.3: The City shall continue to protect the aquifer by reducing the growth in demands for aquifer water. Policv 1.3.1: The City shall continue to provide for reclaimed water production at its wastewater treatment plants and the development of infrastructure to store and deliver it for non-potable uses such as irrigation. Policv 1.3.2 The City shall continue to seek alternative water supplies such as stormwater reuse and brackish water Policy 1.3.3: The City shall continue to develop additional users for non- potable water supplies by converting existing users of potable water and private wells. IV-S CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT City's engineer for review and approval prior to obtaining a development permit. Policy 1.2.2 The City will require each new development to construct the stormwater management facilities required to provide adequate protection of upstream and downstream property owners. Objective 1.3 The City will provide proper operation and maintenance of existing and future stormwater management system facilities to ensure optimum system performance. Policy 1.3.1 The stormwater management system will be operated and maintained in compliance with applicable Local, Sate, and Federal regulations. Policy 1.3.2 The City will promptly report any violations of Local, State, or Federal stormwater facility operating rules to the appropriate agency, and shall take immediate steps to correct any violations. Goal 2 The City shall plan for the orderly expansion or increase in capacity of the stormwater management system to meet future needs. Objective 2.1 The City will coordinate with other jurisdictions to avoid duplication of stormwater management facility construction and operating costs by cooperative planning for service provision to future development. Policy 2.1.1 The City will continue to work with the City of New Smyrna Beach and with Volusia County toward a joint plan for the efficient utilization of the Gabordy Canal. Policy 2.1.2 Priority of improvements to the stormwater management system shall be: a) To protect public health and safety, or eliminate serious pollution problems. b) To enable full use of existing facilities, by proper maintenance practices to maximize system capacity. c) To provide a logical expansion of the stormwater management system within the City. Goal 3 The Cir;y shall plan for alternative uses of stormwater runoff. Objective 3.1: The Cir;y will promote and consider proposals for reuse of stored stormwater runoff as a supplementary water supply for non-potable uses. IV -10 CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT Policy 3.1.1: The City will work with developers to promote reuse of stormwater from stormwater management areas on developing properties as an irrigation water source and supplement to reclaimed water. Policy 3.1.2: The City will work with existing developments to promote reuse of stormwater from stormwater management areas as an irrigation water source and supplement to reclaimed water. IV-11 Potable Water Sub-Element CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT CHAPTER IV - UTILITIES ELEMENT POT ABLE WATER SUB-ELEMENT TABLE OF CONTENTS A. INTRO D U CTI ON ........................... .................. ....................................................................................... 2 B. OVERVIEW............................................................ .......................................... .........................................2 C. D EFIN ITI 0 N S ........................... ...................................................... ......................................................... 2 D . REGULATIONS..... ................................................................................. ..................................................4 E. ElSTIN G CON D ITI 0 NS ............................................. .......................................................................5 1. Water Service Area ............................. ...... .................................... ............................ ............. ............... 5 2. Exis ting Permits ..................... ............................................................ .................. ................................ 5 3 . Water Supply................. ...................................... ....................................................... ...........................5 4 . Water Treatment ........ .................. .............................. ............................. ................... ..........................6 5. Water Storage and High Service Pumping .......................................................................................6 6. Dis tribu ting Sys tern........................................ ..................................................... .................................7 7. Current Demand ......................... ............................................................................... .................. ........ 7 F. ElSTING LEVEL OF SERVICE ........................................................................................................8 G. FUTURE NEEDS. ........................... ................... ....................................................... ................................ 9 1. Future Demand ......................................................... .................. ................................................. ........ 9 2. N eeded Water Supply Improvements ........ ................................................. .............................. ........ 9 3. Needed Water Treatment Improvements ......................................................................................1 0 4. Needed Water Storage and High Service Pumping Improvements ...........................................10 5. Needed Distribution System Improvements .................................................................................11 6. Natural Resources Impacts ...............................................................................................................11 H. GOALS, OBJECTIVES AND POLICIES..........................................................................................12 Tab Ie 1 ......................................................................................................................................... . 16 Tab Ie 2 ......... ........ .......... .......................... ....................... .............................................................. 16 Table 3 .......................................................................................................................................... 16 Tab Ie 1 ......... ......... ......... ............. .............. ...... ................ ............... ............................ ..... .............. 17 IV-I CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT Of the remaining 1.38 MGD, approximately 1.25 MGD was used for residential service, and the balance of 0.13 MGD was used for various commercial and light industrial services. Table 3 provides a summary of current water demand. Based on the current average demand of 1.86 MGD, the City's water treatment plant has an excess capacity of 3.14 MGD. F. EXISTING LEVEL OF SERVICE In determining a level of service of Edgewater's water system. The City's current provision of reclaimed water to only a portion of its total customer base was taken into account. Flow records for both the water system and the reclaimed water system were analyzed to determine what affect the availability of reclaimed water had on total consumption patterns. In areas where reclaimed water is available, average total per capita consumption of water, both potable and reclaimed, was determined to be approximately 310 gallons per day (gdp). The potable water system supplied approximately 50 gpd ofthis amount, and the reclaimed water system supplied the remaining 260 gpd. The 260 gpd of reclaimed water demand is almost exclusively for landscape irrigation, as there are no provisions in Edgewater for the use of reclaimed water for fire fighting, toilet flushing, or similar uses. Currently, the City does not meter reclaimed water at each service point, so there is little incentive for reclaimed water consumers to limit their consumption. This is the primary reason that reclaimed flow to residential services is so high. As long as the total demand does not exceed supply, this is not a problem. As demand grows through the addition of new development that is plumbed for reclaimed water, the City will need to increase its supply. In those areas where reclaimed water is not currently available, average per capita consumption was determined to be approximately 80 gpd. This correlates well with the potable demand of 50 gpd where reclaimed water is available, since in the areas where reclaimed water is not available, potable water is the sole source for consumption, washing and irrigation. The City of Edgewater must adopt a potable water system level of service that will ensure adequate water supply for current customers as well as for future new development, without relying on nOI!-potable sources. Although non-potable sources are currently used to augment potable water supply in meeting total water demand, and the City intends to maximize this non- potable augmentation, it must be acknowledged that future regulatory requirements related to non-potable sources may reduce the City's ability to rely on non-potable sources. Based on the above information, the City of Edgewater has confirmed that its current potable water system level of service of 100 gallons of potable water per person per day 204 gallons per ERU per day is adequate to serve current and projected potable water demands. IV-8 CITY OF EDGEWATER COMPREHENSIVE PLAN G. FUTURE NEEDS UTILITIES ELEMENT 1. Future Demand The potential growth within the City during the planning period is projected to increase the City's population from the current 18,900 to approximately 34,500. This population increase of 15,600, at a potable water system level of service of 100 gallons per capita per day (gpcd) 204 gallons per equivalent residential unit (ERU) per day, equates to an additional demand of approximately 1.56 MOD. In addition, in the area of V olusia County identified by V olusia County and Edgewater as planned to be served by Edgewater's water system, a population increase of approximately 22,000 is projected during the planning period. At a water system level of service of +00 gpee 204 gallons per ERU per dav, this equates to an additional demand of approximately 2.2 MOD. The total projected population increase within the City's service area during the planning period is thus 37,600, which equates to a total increase in potable water demand of3.76 MOD. That increase in demand, added to the current demand of 1.86 MOD will equal a total demand on Edgewater's water system of approximately 5.62 MOD. The projected future demand exceeds Edgewater's current water treatment plant capacity of 5.0 MOD by 0.62 MOO, or 12%. At the projected rate of population growth, the current 5.0 MOD treatment capacity of Edgewater's facilities would not be exceeded until sometime between 2015 and 2020. In the fifteen year period between the date of this report and 20 IS, the City of Edgewater and Volusia County will monitor growth patterns to determine whether they are following projections in this report. If they are, no additional water system supply or treatment improvements are anticipated until at least 2015. Ifnot, the City of Edgewater and Volusia County will identify the most efficient method of improving supply and treatment levels to meet demand, and will have adequate time to plan and implement those changes. The City will continue to encourage water conservation, and will expand its reclaimed water system into new areas as development occurs and the reclaimed water supply allows. The County will make reclaimed water from its new wastewater treatment plant available to some of the county planned to be served by Edgewater's water system. With efforts such as these, it is possible that the total demand for potable water within Edgewater's service area may be kept within the current supply and treatment capacity of the City's facilities. Table -1 pro';ides aAsummary of the projected service area water demand and population projections is contained in the City's Water Supply Facilities Work Plan. 2. Needed Water Supply Improvements The projected year 2020 average daily demand is 5.62 MOD. The combine theoretical production capacity of all ten of the existing wells is 5.76 MOD. However, simultaneous full withdrawal from all ten wells is not feasible due to water quality and system hydraulics IV-9 CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT restrictions. The St. Johns River Water Management District has conducted water modeling studies that indicate that with the addition of two more wells, Edgewater's water supply system could support a total yield of approximately 4.1 MOD. This means that even with the addition of two new wells, Edgewater's ability to supply projected water demand will be exceeded sometime between 2010 and 2015. In recognition of this impending shortfall, the City has begun searching for additional wellfield sites, and will conduct studies to determine the location, withdrawal characteristics and number of new wells required to meet projected demand requirements. The City will continue to monitor water quality as required, and will closely monitor development activity to ensure that surface activity is not allowed which might adversely affect the underground water supply. The wells will be routinely monitored for pump efficiency, and repairs will be made as required to keep all pumps and related equipment in peak operational condition. 3. Needed Water Treatment Improvements As noted above, the projected future water demand will exceed the current treatment capacity of Edgewater's plant sometime between 2015 and 2020 by a fairly small amount. During the planning period, the City and County will closely monitor actual demand to determine whether the demand is increasing as projected in this report. If actual demand trends indicate the probable need for additional treatment capacity, there will be adequate time for the City and County to jointly determine the most cost effective means of addressing the shortfall. 4. Needed Water Storage and High Service Pumping Improvements Water storage capacity should equal at least half the average daily demand. The combined capacity of Edgewater's four water storage tanks is 1.85 million gallons, which exceeds the current average daily demand of 1.62 MOD, and is 33% of the 2020 projected average daily demand of 3.7 MOD. At the projected population growth, and using a level of service standard of 100 gpcd 204 gallons per ERU per day, the demand on the Edgewater system will reach 3.7 MOD sometime between 2005 and 20 I O. At this point, additional storage capacity will be needed. By 2005, the City will determine the most efficient and effective location for additional storage facilities, and will take the necessary steps to increase storage capacity from 1.85 MO to 2.8 MO to serve the projected average daily demand of 5.62 MOD. To meet increased demand, high service pumping capacity will be increased by one or more of several means. First, existing high service pumps can be replaced with higher capacity units. Second, additional high service pumps can be installed in existing plant facilities, and third, as new wellfields are developed, associated high service pumping facilities will be designed and constructed. The order in which these incremental changes are made will depend on the rate of growth and on the location of high-growth areas with respect to the existing water supply system. The demand for reclaimed water is also expected to increase, and the City has received a permit from the St. Johns River Water Management District allowing augmentation of the IV-tO CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT H. GOALS, OBJECTIVES AND POLICIES Goals objectives and policies are crucial to the implementation of the Comprehensive Plan and each of the elements and sub-elements. They represent important official statements of public policy that will be used to manage the future growth of the City. Periodically, current City practices and the following potable water sub-element goals, policies and objectives will be reviewed for conformity. Goal 1 The City will provide potable water supply and treatment facilities designed to protect public health and the environment, will cause those facilities to be available concurrent with development and will construct and operate those facilities in an efficient manner. Objective 1.1 The City will ensure that the sufficient potable water supply and treatment capacity exists prior to the issuance of new development approvals. Policy 1.1.1 An average potable water demand of 100 gallons per capita per day 204 gallons per ERU per day is hereby established as the standard level of service for Edgewater's potable water system. Policy 1.1.2 The established level of service standard of 100 gpcd 204 gallons per ERU per day will be used to determine the capacity demand generated by proposed development. Policy 1.1.3 All proposed improvements to the potable water system, including capacity increase, system expansion or facility replacement will be consistent with the established level of service standard. Policy 1.1.4 Prior to approval of a building permit or its functional equivalent. the City shall determine that there will be adequate water supplies and facilities available no later than the date at which the City anticipates issuing a certificate of occupancy to serve the new development. All development is subiect to the City's Concurrency Management system. Policy 1.1.5 The City shall maintain an ongoing inventory of water supply facilities and a plan for improvements needed to support existing and future demands. These shall be included in the WSFWP. Policy 1.1.6: The City shall track current water demand and outstanding commitments in order to determine the availability of an IV -12 CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT adequate water supply for proposed developments. Object 1.2 The city will ensure that all potable water facilities required to support proposed development are available concurrent with such development. Policy 1.2.1 The City will require developers to purchase required potable water capacity prior to obtaining a development permit. Policy 1.2.2 The City will require each new development to construct the potable water system facilities needed to connect to the existing system. Policv 1.2.3: The City will maintain a Water Supply Facilities Work Plan (WSFWP) for a planning period of not less than ten years. The Water Supply Facilities Work Plan addresses issues that pertain to water supply facilities and requirements needed to serve current and future development within the City's water service area. The City shall review and update the WSFWP at least every five years. Any changes to occur within the first five years of the WSFWP shall be included in the annual Capital Improvements Plan update to ensure consistency between the Potable Water Sub-element and the Capital Improvements Element. Objective 1.3 The City will provide proper operation and maintenance of existing and future potable water system facilities to ensure optimum system performance. Policy 1.3.1 The potable water system will be operated and maintained in compliance with applicable Local, State and Federal regulations. Policy 1.3.2 The city will promptly report any violations of Local, State or Federal potable water facility operating rules to the appropriate agency, and shall take immediate steps to correct any violations. Policy 1.3.3 The City will employ water treatment plant operators with appropriate and current state water treatment plant operator certification. Policv 1.3.4: The City will continue to calibrate meters. maintain the distribution system and perform water audits and other IV -13 CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT maintenance activities as may be determined to be beneficial to energy and water conservation Goal 2 The City shall plan for the expansion or increase in capacity of the potable water system to meet future needs. Objective 2.1 The City will coordinate with other jurisdictions to avoid duplication of potable water facility construction and operating costs by cooperative planning for service provision to future development. Policy 2.1.1 The City will continue to comply with the term of the -l-99-9 latest revision of the interlocal agreement between the City of Edgewater and V olusia County with regard to provision of potable water service to City and County residents and will continue to coordinate with V olusia County to update and revise the agreement as needed to ensure is applicability to anticipated future conditions. Policy 2.1.2 Priority of expansion of the potable water system shall be; a) To protect public health and safety, or eliminate serious pollution problems. b) To enable full use of existing facilities, by in-fill development in areas of current service availability. c) To provide a logical extension of existing facilities and service within the City's service area. d) To provide beneficial and sustainable potable water for new development. Obiective 2.2: The City will seek the participation of developers of proposed maior developments for cooperative planning of service provisions to future developments. Policy 2.2.1 The City shall promote developer agreements that result in assured utility development programs that will support and establish concurrency for new development within the guidelines of the SJRWMD DWSP and the City's WSFWP. Goal 3 The City shall seek to reduce its dependence on Upper Floridan aquifer groundwater as its water supply source for new development beyond 2020. IV-14 CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT Obiective 3.1: The City will seek alternative water supply sources. Policy 3.1.1: The City will continue its involvement in the Water Authority of V olusia toward evaluating and participating in developing alternative water sources pursuant to guidance of the SJRWMD's DWSP. Policy 3.1.2: The City will continue to develop facilities for processing and distribution of reclaimed water. Policy 3.1.3 The City shall study alternative water supply sources as needed to support existing and future demands. These shall be included in the WSFWP. '" Obiective 3.2: The City will continue to pursue the reduction of current consumption. Policy 3.2.1: The City will continue develop regulation for less irrigation/water intensive landscaping. Policy 3.2.2: The City will continue to promote programs to replace inefficient landscapes. plumbing devices and appliances. Policy 3.2.3: The City will continue its involvement in the Water Authority of V olusia toward evaluating and participating in developing alternative water sources pursuant to guidance of the SJRWMD's DWSP-2005. Policy 3.2.4: The City will continue to promote and encourage the use of low impact development (LID) techniques. Policy 3.2.5: The City will studv the possibility of implementing a program that provides indoor water audits. leak detection and irrigation system audits. IV-15 CITY OF EDGEWATER COMPREHENSIVE PLAN UTILITIES ELEMENT Table 4 City of Edgewater Serviee i\rea Water Demand and Population Projeetions ~ Projected City Projected County Projected Total Projected Population (-B Population Served by Population Served ,^. verage Daily Gity-rn Demand ~ I'~ Kr"n.\ WOO ~ ~ 21 ,215 2,121,500 ~ ~ +;M+ 30,132 3,013,200 2W4 ~ 12,178 38,576 3,857,600 ~ ~ 17,089 47,351 1,735,100 WM ~ 18,071 19,177 1,917,700 2(}.l.1 J..l..%() 19,053 51,003 5,100,300 ~ m-94 20,036 52,830 5,283,000 :w+9 ~ 21,018 51,656 5,165,600 ~ M4&-l- 22,000 56,181 5,618,100 (1) Years 2000, 2005, 2010, 2015, & 2020 by Land Design Innovations, Ino. Years 2016, 2017, 2018, & 2019 are estimated by linear interpolation of above data. (2) Year 2000 figure is estimated, based on CUITent flow to county of .235 MOD and LOS - 100 gp€4 Year 2020 is based on Volusia County Future Land Use map allowable densities. (3) Year 2000 is actual average daily demand. Years 2005 to 2020 are based on 100 gpcd. IV-17 .. Coastal Element CITY OF EDGEWATER COMPREHENSIVE PLAN COASTAL ELEMENT powers with regard to Edgewater is the authority to regulate discharges into surface water, set water quality standards, and license sewage treatment plants. (ii) Regional The St. John's River Water Management District (SJRWMD) regulates stormwater discharge into surface waters. This regulatory power is extremely important because stormwater discharge is among the most significant point sources of estuarine pollution. In addition SJRWMD administers the Surface Water Improvement and Management (SWIM) program. While this program is not necessarily regulatory it could provide funding for a range of programs designed to improve estuarine water quality. (iii) Local The City's Stormwater Management Ordinance provides standards for the management of stormwater quality and quantity, applied to new development. The standards have decreased the amount of point and non-point sources of pollution that are allowed to impact the Indian River Lagoon System. 5. Natural Disaster Planning [9}-S.012 (2)(e)] a. Hurricane Evacuation For the purpose of giving an overall picture, this Section includes V olusia County and its Coastal Cities effected and was taken from the V olusia County evacuation section of their Comprehensive Plan. The V olusia County Peacetime Emergency Plan establishes the overall area of responsibility and authority for all peacetime emergency operations in V olusia County, including special needs of the elderly, the handicapped, and hospitalized, and other special needs of existing and anticipated populations. It also provides plans and procedures for Volusia County to follow in an effort to mitigate damage and recovery, post-disaster. These include (1) damage assessment and reporting procedures; (2) the provision of emergency housing; (3) federal public assistance procedures; (4) roadway operation and emergency transportation; (5) emergency fire and police protection; and (6) hazard mitigation. It should be recognized that the SPLASH-II model has certain critical limitations; the most notable limitation is that it cannot measure damage resulting from freshwater flooding. In addition, the SPLASH-II model only produces values for the anticipated peak storm surge along the open coast, not along inland waterways and tidal basins, meaning it underestimates the total damage that might result from a hurricane as it approaches the coast. What the model does, however, is suggest the extent of the damage that might be expected to occur as a result of the storm surge and the force of winds accompanying the landfall of a certain size hurricane at a specified location. The SPLASH-II model creates a surge proftle of the various storms utilized in the modeling effort. The surge proftle can be used to determine the anticipated increase in water elevation that may occur in each of the different categories of storm modeled. Its application in the Coastal Planning Area, with the modifications described above, indicate that the mean elevations of water can be anticipated to range from 3 to 15+ feet above mean sea level. Category 1 and 2 storms would result in an increase of 3 to 8 feet along the coastline, with Ordinance No. 2006-0-10 V-13 CITY OF EDGEWATER COMPREHENSIVE PLAN COASTAL ELEMENT Policy 6.2.1 Establish a rmmmum Level-of-service <CD" consistent with the Transportation Element for roadway facilities, with the exception of State roads. Policy 6.2.2 Establish a Level-of-service "D" for the purpose of calculating the capacity of road facilities to clear evacuees within the hurricane evacuation time. Objective 6.3: Potable Water. Ensure through the City's development review process, concurrency management system and capital improvements schedule that there are sufficient water resources to provide potable water to meet the needs of the Coastal Planning Area population. Policy 6.3.1 Require future development to hook up to centralized potable water systems. Policy 6.3.2 Rcquirc adcquate eapaeity in Plan for facilities including, but not limited to, potable water storage, treatment, and distribution facilities needed to meet the demand of projected growth and development and include them in the City's Water Supply Facilities Work Plan (WSFWP). Policy 6.3.3 Maintain interlocal agreements with the County and adjacent local governments to identify future potable water service areas and modify the WSFWP when needed to accommodate added users. Policy 6.3.4 Maintain and update wellfield protection standards in the City's Land Development Code pursuant to FDEP regulations. Policy 6.3.5 Locate future well fields away from the shoreline to protect against saltwater intrusion. Policy 6.3.6 Potable water withdrawal shall be pumped at an appropriate volume and rate to avoid saltwater intrusion and decreased aquifer levels. Policy 6.3.7 The Level-of-service for potable water within the Coastal Planning Area shall be consistent with the Potable Water Sub-Element of this Comprehensive Plan. Policy 6.3.8 Continue efforts to assess and upgrade water transmission facilities in areas experiencing low pressure conditions to ensure that an adequate water supply will exist during maximum daily demand periods to meet future growth. Objective 6.4: Sanitary Sewer. Provide sufficient sanitary sewer treatment capacity ftftd. effluent reuse and disposal methods to meet the demand projected by growth and development consistent with adopted water quality standards and the WSFWP. Policy 6.4.1 Require future development to connect to public wastewater treatment facilities and reclaimed water distribution facilities, if available. Ordinance No. 2006-0-10 V-42 CITY OF EDGEWATER COMPREHENSIVE PLAN COASTAL ELEMENT Policy 6.4.2 Require existing and future wastewater treatment facilities to meet or exceed adopted FDEP water quality standards. Policy 6.4.3 Maintain interlocal agreements with the County and adjacent local governments to identify future wastewater and reclaimed water service areas. Policy 6.4.4 The level-of-service for the provision of wastewater treatment in the coastal area shall be consistent with the Sanitary Sewer Sub-element of this Comprehensive Plan. Policy 6.4.5 The City will require each new development or substantial redevelopment project to construct reclaimed water distribution system and whenever feasible to connect to the City's existing irrigation water supply system. However. the City may accept an alternative supply for irrigation water subject to review and approval by the City. including private systems. Objective 6.5: Stormwater Management. The City will implement its Stormwater Master Plan and coordinate stormwater management systems with Volusia County so as to not degrade coastal resources. Policy 6.5.1 For new development, prohibit the untreated direct discharge of stormwater runoff into Class II Waters. Policy 6.5.2 The level-of-service for stormwater runoff in the Coastal Planning Area shall be consistent with the standards in the Drainage Sub-Element of this Comprehensive Plan. Policy 6.5.3 Coordinate and cooperate with Volusia County, FDEP, SJRWMD and ECFRPC by participating in basin-wide stormwater management programs and studies. Policy 6.5.4 Discharge from stormwater facilities shall not result in violation of adopted water quality standards. Policy 6.5.5 Stormwater management systems shall be designed to remove oil and suspended solids prior to discharge. Objective 6.6: Solid [Vaste. Ensure through monitoring programs that solid waste facilities do not result in violation of adopted standards or degradation of coastal resources. Policy 6.6.1 In cooperation with the County, a hazardous waste evaluation shall be undertaken for all known active and inactive solid waste disposal facilities and dump sites to determine possible contamination of ground and surface waters. Ordinance No. 2006-0-10 V-43 < :; ~ Gonservation Element ~ " . CITY OF EDGEW A TER COMPREHENSIVE PLAN CONSERVATION ELEMENT GOALS, OBJECTIVES, AND POLICIES GOAL 1: To conserve, protect, enhance, and responsibly manage the environmental resources of the City, in order to maintain or improve their ecological, economic, aesthetic, and recreational values. Objective 1.1: Water Resources. To conserve, appropriately use, and protect the quality and quantity of the City's surface and groundwater resources. Policy 1.1.1: Policy 1.1.2: Policy 1.1.3: Policy 1.1.4: Policy 1.1.5: Objective 1.2: not be degraded. Policy 1.2.1: Policy 1.2.2: Policy 1.2.3: The City shall continue to enforce well field protection regulations around municipal well field sites pursuant to FDEP regulations and the Volusia County Wellhead Protection Ordinance. The City will attempt to expand its wastewater reuse program by adding 1,000 connections by 2005. By July of 2002, the The City shall amend amended it its landscaping regulations to include provisions encouraging the use of native species and xeriscape technology. The City shall ensure a potable water supply that is protected from contamination and of the highest quality available by continuing to utilize adequate water treatment which meets, at a minimum, all Federal and State drinking water criteria (Chapter 17-22, F.A.C.) and through the maintenance of distribution systems. The City will support any state efforts to collect and dispose of small quantities of hazardous wastes through such programs as the Amnesty Days Program. The environmental quality of the Indian River/Mosquito Lagoon estuary shall The City shall continue to enforce its existing stormwater management and shoreline protection ordinances. By July 2002, the City shall implement a public education program on the use of proper fertilization, pesticide, and herbicide application to landscaping (especially for shoreline property owners) to reduce excess runoff of these potential pollutants. The City shall continue to require, as part of the Development Review Process, that prior to development approval, proposed development will be required to coordinate with all appropriate agencies and comply with the U.S. Fish and Wildlife Service and the Florida Fish and Wildlife Revision 3-06 VI - 32 .. ." Intergovernmental Coordination Element ... CITY OF EDGEWATER COMPREHENSIVE PLAN INTERGOVERNMENTAL COORDINATION ELEMENT Policy 1.3.2: review process to reduce potential negative impacts 1n areas of the County that may affect Edgewater's drainage system. On an annual basis. the City shall evaluate the extent of coordination efforts with FDOT and Volusia County regarding the impacts of development on the LOS of County and FDOT roadways. Objective 1.4: The City will work closely with the City of New Smyrna Beach and other governmental agencies to identify areas of common interest and to establish coordination between their plans for the provision of services and those of the City. Policy 1.4.1: Policy 1.4.2: By December 2002, the City of Edgewater shall provide information on growth and development activities inside the City which may have implications on the facilities and operations of the government entities involved. On a continuing basis, the City of Edgewater shall provide to the City of New Smyrna Beach copies of all development applications requiring City Council approval that involve property adjacent to New Smyrna Beach in order to obtain comments. Ohjf'ctivf' 1 C;. Thp rity will work rlo<:ply with thp SJRWMO tn rrpr~rp ~ncl nrclMP WMPr Snrr1y F~rility Wnrk Phn<; ~ncl rnmrrphpn<;ivp Phn ~mpnclmpnt<; ~<; rpqnirpcl Policy 1 C; 1. Policy 1 C; ').. Policy 1 1\ ':\. Thp SJRWMO Oi<;trirt W~tpr Snrr1y Phn (DWSP) ~clclrp<;<;p<; thp rnrrpnt ~ncl fntnrp \lT~tpr n<;p, ~ltPrn~tivp "mtpr <;nnrrp rrnjprt<;, ~ncl othpr rphtPcl i<;<;np<; in nrclpr to mppt thp flltllrp m~tpr <;l1rrly nppcl<; Thp rity nf FclgrwMPr'<; WMPr Snrr'y F~rilitip<; Wnrk Phn rnnrclin~tP<; mith thp ?()()c; O\'(fSP 'lTith rpe;pprt tn Pmjprt # ?11 Thp Vnln<;i~ rnnnty Snnthp~<;t Sprvirp A rp~ T ntPrrnnnprt rrnjprt Thp rity will rnntinnp tn rnnrclin~tP mith thp ni<;trirt ~ncl Vnln<;i~ rnnnty rpg~rcling th~t rmjprt Thp rity willnrclMP it<; WSFWP ~ncl rnmrrphpn<;ivp Pbn ~<; ~rrrnrri~tP Thp l.ity mill m~int~in ~ W~tPr Snrr1y F~rilitip<; Wnrk Pbn (WSFWP) fnr ~ rhnning rprincl nf not Ip<;<; th~n tpn yp~r<; Thp W~tPr S11pr1y F~rilitipe; Wnrk Pbn ~clclrp<;<;p<; i<;<;I1P<; th~t rprt~in tn 'lT~tpr <;l1rrly f~rilitip<; ~ncl rpqnirpmpnt<; nppclpcl tn <;prvp rnrrpnt ~ncl fnhlrP clpvplnrmpnt within thp rity'<; w~tpr e;prvirp ~rp~ Thp rity <;h~ll rpvip'11 ~nclnrclMP thp WSFWP ~t lp~<;t p,rpry fivp yp~r<; A ny rh~ngp<; tn nrrllr mithin thp fir<;t fivp yp~r<; nf thp WSFWP <;h~ll hp inrlnclpcl in thp ~nnll~1 r~rit~l Tmrrnvpmpnt<; Pbn nrclMP Thp rily will rnntinllp ite; invnlvpmpnt in thp WMpr Anthnrity nf Vnln<;i~ Per Ordinance No. 2004-0-14 Rev. 2/2004 VIII-12 CITY OF EDGEWATER COMPREHENSIVE PLAN INTERGOVERNMENTAL COORDINATION ELEMENT trmT~rrl pv~ll1~ting ~nrl r~rtirir~ting in rlpvp!nring ~ltprn~tivp 'lT~tpr <:nl1rrp<: rl1r<:l1~nt tn gl1irl~nrp nf thp SJRWMT1'<: nwsp Per Ordinance No. 2004-0-14 Rev. 2/2004 VIII-13 ~,. Capital Improvements Element wi Concurrency Management Sub-Element CITY OF EDGEWATER COMPREHENSIVE PLAN CAPITAL IMPROVEMENTS ELEMENT Fiscal Ycar I'rolccl ~UO 1-~(J1J3 ~OO2-~()O3 ~()()3-~II04 ~O()4-~lIil5 ~11I15-~OO6 Iotal CENERf.LI Ne':: City !Ia11 $ 500,909 $ 2.009,000 $ 2,599,900 Ceneml Tolals $ 500,lloo $ 2,900,lJOO $ 2,599,900 PUBLIC S.'.FETY: (FireJReseuc) Refllaee reseue flumfler $ 238, 703 $ 269,837 $ 199,540 ALS AflflBfa1uS at new station $ 200,900 $ tOO,9ll9 $ 300,900 Refllaee Balt. 57 $ 32,100 $ 32,190 Refllaee Mililary BRl!ih Truel, $ 81,113 $ 81,113 Refllaee Utilit)' 8UflflOFt Truek $ 29,705 $ 29,705 Publie Safet). Tolals $ $ 238, 703 $ 262,Ill5 $ 271,113 $ 26ll,837 $ l,ll36,1l58 DRAlNhCEI CORauet Cil)' .....iae 8toRflwater MflI1agemeRt System ARalysis ana Imflrtl, emcnt gtua) $ I 29,ll911 $ 1211,OOO ImfllemeRlatioR of imflro', emeR15 iR gtoRfl.....aler t 1aster PlaR $ 75,1l99 $ 75,9011 $ 75,999 1 75,ll99 1 300,9ll0 CORouet imflfB\'emeR15 to Gllrboray !I)'stem ChanRel G2 $ 189,900 $ 180,009 $ 369,900 Maintain exi:;ting struelllre iR 18th 81. Channel E I $ 5,009 $ 5,009 $ 5,000 $ 5,009 $ 5,009 $ 25,000 MaiRtaiR ellisting struelure in 18th SI. Channel E 1 $ 5,000 $ 5,009 $ 5,000 $ 5,009 $ 5,009 $ 25,000 Maintain enisting strueture I 18th gt. Chwmel Eli $ 5.009 $ 5,009 $ 5,009 $ 5,009 $ 5,000 $ 25,000 Drainage Tolals $ 135,900 $ 99,900 $ 99,009 $ 279,999 $ 279,lloo $ 855,000 S...~"'rrl.R\' SEWERI WrF Reelaimea \Vater Imflfe','ements $ 2,009,009 $ 2,009,009 WesteAl SeFviee Area ColleelioR & TFBAsmissioR System $ 775,9011 $ 775,900 Conauet existing gmvit)' sev.oer system refl'lirs $ 100,000 $ 100,900 $ 100,909 $ 100,909 $ IOO,9ll9 $ 500,000 Sanilary Se,\er Tolal $ t 00,009 $ 2,875,000 $ 100,909 $ 100,009 $ 100,900 $ 3,275,900 P(}TABlE WI.TERI New-WeIIs $ 359,009 $ 359,900 SR 112 WeIer 8)Slem UflgmBe $ 759,099 $ 7511,ooll Southern 5eFviee area b'feURa storage tanl( $ 500,000 $ 500,ll1l9 Potable Willer Tolal $ 759,9119 $ $ 359,000 $ 509,000 $ $ 1,600,009 PAIL'<S & RECREI.TIONI CORstruet BascBalliSo!lballlielas.'Hal,l(s Perl, $ 500,009 $ 500,000 Construel CenscF\atien areal Ha':l(s Peril $ 25,9911 $ 25,000 $ 15,llOO 1 15,000 Rene. ate Ma eonslRlet soeeer eemflleK $ 75,900 $ 75,GOll $ 15G,OQ9 Purehase lana for parll $ 159,9Gll $ 159,000 /)e'/elofl eultuml ana arboretum Peril $ 25ll,Q1l9 1 2511,911ll PUFChase lana fer nEllure flaRI $ tOO,GOO $ loo,99ll $ 159,909 $ 3511,ooll /)e':elofl nature flBrl( 3: 2oo,llOO $ 200,000 Renovation of Kenneay Peril $ 375,9119 $ 375,900 $ 759,900 AaditionalllOEll FlImfl:; Mernllft! ME!) Park $ t59,llOO $ 1511,llOO Perils ana Reereslion Tolsls $ 1,129,000 $ 125,OQO $ 225,009 $ 375,900 $ 725,GGO $ 2,879,000 ....11 PFOjee15 Totals S 2,105,000 S 3,628,703 S 1,007,11)5 $ 1,519,113 S 1,35S,IlJ7 S 9,636,OS8 TABLEt Cit), of Edge"IIRter CRpitRllmpronment Selledule Fiseal Years ending 2002 2006 80uFCe: City of Eogev.llter Planning Division, 2001 IX-3 Table 1 City of Edgewater Capital Improvement Schedule Fiscal Years Ending 2009-2013 Project Fiscal Yc.1r Total 2008-2009 2009-2010 2010-2011 2011-2012 2012-2013 FIRE DEPARTMENT V i' n ~'a'-f'mf'nt 5206 000.00 S300000.00 5350 000 00 $200000.00 $1 056 000.00 12 Lead/ EKG Monitor 525 000.00 525 000.00 Ir,enisis Extrication Tool System S30000.00 $30 000.00 Self Contained Breather Aooaranls S100000.00 S100000.00 Fire Dent. Totals $206.000.00 $300.000.00 $350.000.00 $30.000.00 $325.000.00 $1.211.000.00 POLICE DEPARTMENT: Vehicle Renlacement S103616.00 S112 000.00 S84000.00 S56 000.00 S112 000.00 $467616.00 Police Station Land Acuuisition S80 000.00 580 000.00 Radio System Rf'nlacf'ment S200000.00 S200000.00 Police Dent. Totals $183,616.00 $312,000.00 $84,000.00 $56,000.00 $112,000.00 $747,616.00 ENVIRONMENTAL SERVICES: Vehicle Renlacement 5209750.00 5410 000.00 5770000.00 S620000.00 5750000.00 52759 750.00 Wastewater SliD lininI' $200000.00 $200000.00 Bar Screen WWTP $120000.00 $120000.00 SF. c. A n..silm & r,.,nstn>rh,.,n S101400.00 S2 000 000.00 $2101 400.00 Retrofit Lift Station 1 213 S70000.00 $40000.00 S70000.00 5180000.00 2) 25 HP r"'mnrps""r' wwrp 530 000.00 530 000.00 Wpst,..n Stnrn"f' T.nk & Pllmn Stolinn $130000.00 5130 000.00 wwrP n_'~ In la.-ement 53 000000.00 S3 000 000.00 $6 000 000.00 2.5 MGD Wastewater Treatment Plant Sl 000000.00 57 500000.00 S6 500 000.00 S15 000 000.00 SP. Servicp Area Rpclaimed lmnrovements S350000.00 S5 000000.00 S5 350000.00 ART wells 17181920 Sl 210 931.00 S1210931.00 Aerator and stairway renlacement S200 000.00 $200 000.00 ("'la,.;.-,.,np P'Ultin" S100000.00 S100000.00 Renlacement of 2" Water Lines 540 000.00 540 000.00 Western Reclaimed Water Main Extension S350000.00 S3 500000.00 $3 850 000.00 Sliolininl' exisitn" ninps-Wtldwood Subdivision S25 000.00 S30 000.00 S30000.00 $210000.00 S295 000.00 Eastern Shores Proiect S96 750.00 596 750.00 Environmental Services Totals $2.378.831.00 $6.305.000.00 $13.370.000.00 $8.150.000.00 $7.460.000.00 $37.663.831.00 LEISURE SERVICES' . Vehicle Renlacpmpnt $25 000.00 $68 000.00 S30 000.00 5148000.00 5271 000.00 Animal Shelter 5250000.00 5250000.00 I-l.wk. Pork Amnithp.trp $183 175.00 5183175.00 P.rk Rennovalions 5255000.00 5290000.00 $545 000.00 Dol' Park S50000.00 $50 000.00 .. . kp P'rk S500OOO.00 5500 000.00 Ha~M r ;m,;.l ("'oolec! Dewf'es Slone Mower S25 000.00 lli.QQQ Parks and Recreation Totals $688.175.00 $50.000.00 $68.000.00 $30.000.00 $988.000.00 $1.824.175 PUBLIC WORKS' . Vehi.-Ip R..nlacPmPnt $65 000.00 565 000.00 Fleet Fuel Tank ReDlacement $125000.00 5125000.00 30th Street Sidewalk S157716.00 5157 716.00 Road Renavinlr 5335 272.00 5450000.00 $475000.00 $500000.00 S500ooo.00 $2 '60 272.00 Public Works Totals $617.988.00 $515.000.00 $475.000.00 $500.000.00 $500.000.00 $2.607.988.00 All Proiects Totals $4.074.610.00 $7 .482.000.00 $14.347.000.00 $8.766.000.00 $9.385.000.00 $44.054.610.00 Source: City of Edgewater Planning Division, 2008. CITY OF EDGEWATER COMPREHENSIVE PLAN CAPITAL IMPROVEMENTS ELEMENT E. GOALS, OBJECTIVES, AND POLICIES GOAL 1 The City shall undertake all actions necessary to ensure that needed public facilities and services are provided to all residents within the City's jurisdiction in a manner which maximizes the use of existing facilities, promotes orderly compact urban growth, and protects the City's investments in its existing facilities. Objective 1: Capital improvements will be provided to correct existing deficiencies, to accommodate projected future growth, and to replace obsolete or worn-out facilities, as indicated in the 5-year Schedule of Improvements delineated in this element. Policy 1.1.1: The City shall include all projects identified in the CP which are determined to be of relatively large scale and high cost ($25,000 or greater) in the 5-year Schedule of Improvements as capital improvement projects; all other capital improvements shall be included in the 6-.5.-year capital improvements program and annual capital budget. Policy 1.1.2: The City shall, as a matter of priority, schedule and fund all capital improvements identified by the 5 year Schedule of Improvements as necessary to correct existing deficiencies for accounting purposes. also include this Element in conjunction with Debt Service and Operating expenditures. Policy 1.1.3 The City shall, as a matter of priority, schedule and fund all capital improvements identified by the 5-year Schedule of Improvements. Policy 1.1.4 The City shall continue to adopt a Capital Improvements Program and annual budget as a part of its budgeting process. The City will review the Capital Improvements Program annually together with the Water Facilities Supply Work Plan to include the water related projects identified for the first five years of the Work Plan. The program shall be "financially feasible" as defined in Florida Statutes. Policy 1.1.5: The proposed capital improvement projects shall be evaluated and ranked in order of priority according to the following guidelines: a. Whether the project is needed to protect public health and safety, to fulfill the City's legal commitment to provide facilities and services, to reduce waste of water resources, or to preserve or achieve full use of the existing facilities; IX-30 CITY OF EDGEWATER COMPREHENSIVE PLAN CAPITAL IMPROVEMENTS ELEMENT b. Whether the project promotes the City's development of alternative water supplies. corrects water supply deficiencies or otherwise results in a reduction in future dependence on Upper Floridian aquifer water sources to support future growth of the City. c. Whether the project Increases the efficiency of use of the existing facilities, prevents or reduces future improvement cost~, provides service to developed areas lacking full service, or promotes infill development; and d. Whether the project represents a logical extension of facilities and services within a designated utility service area e. Whether the project implements the policies if thus of the Comprehensive Plan as they pertain to the concurrency requirements; f. Whether the project is financially feasible. Objective 2: The proportionate share of facility improvements which are necessitated by future development in order to maintain adopted LOS standards shall be borne by those directly benefiting from the improvements. Policy 1.2.1: The City shall continue to implement its impact fee programs as conditions to providing utility services to new developments. Policy 1.2.2: The City will in....estigate thc possibility of sctting up has implemented a transportation impact fee ordinance. as well as II mandatory dedication of fees in lieu of ordinance. Objective 3: The City will manage its financial resources to ensure the proVISIon of needed capital improvements for previously issued development orders for future development and redevelopment. Policy 1.3.1: The City will not issue development orders or permits unless public facilities (which meet the adopted level of service standards) needed to support development or redevelopment are available, or will be available concurrently with the impacts of the development. Policy 1.3.2: The maximum ratio of outstanding indebtedness (for providing capital improvements) to the property tax base shall be limited by the City to no greater than .75%. Policy 1.3.3: The City shall continue to adopt a 6 .5.-year capital improvements program and annual budget as a part of its budgeting process. IX-31 CITY OF EDGEWATER COMPREHENSIVE PLAN CAPITAL IMPROVEMENTS ELEMENT The City will continue to apply for water, wastewater, solid waste, and other available grants on an annual basis to obtain funding to finance the provision of capital improvements. Policy 1.3.4: Objective 4: The City shall base all decisions regarding the issuance of development orders and permits on the coordination of the development requirements included in this CP, its land development regulations and ordinances, and the availability of public facilities needed to support such development at the time it is needed. Policy 1.4.1: The City shall use the following LOS standards in reviewing the impacts of new development and redevelopment upon public facility provision: 95 gallons per capita per day 204 gallons per equivalent residential unit per day 2.75 pound per capita per day Level A - No significant street flooding Level B - No major residential yard flooding Level C - No significant structure flooding Level D - No limitation on flooding (Based on 25-year/24-hour storm event) 100 gal:lons per capita pcr day 204 gallons per equivalent residential unit per day Collector Roadways: LOS D for peak hour volumes Arterial Roadways: LOS D for peak hour volumes Limited Access Road: LOS C Public Transit Facilities 01 olusia County): In process of establishing LOS Standards. Sanitary Sewer: Solid Waste: Drainage: Potable Water: Recreation Standards for Facilities: Facility Parkland Baseball/Softball Basketball Court Tennis Court Handball/Racquetball Court Community Center Multi-Purpose/Soccer Shuffle Board Court Bocci Ball Court Volley Ball Court Unit of Measure 5 acres/ 1,000 persons 1 field/4,000 persons 1 court/5,000 persons 1 court/3,500 persons 1 court/4,000 persons 1 facility /30,000 persons 1 field/4,000 persons 1 court/l ,500 persons 1 court/l0,000 persons 1 court/5,000 persons IX-32 CITY OF EDGEWATER COMPREHENSIVE PLAN CAPITAL IMPROVEMENTS ELEMENT TABLE 9 City of Edgewater Five year schedule of Improvements Fiscal Years Ending 2002 200lii 2009-2013 Map # Project Schedule Cost Revenue Source LOS Non- LOS GENERi'.l: Ne'N City Hall" PUBLIC SAFETY: (Flre,IResEllle) Replace rescue f)umper ,^.lS .'\pparatlls at new station Replace Batt. 57 Ref3lace Military Brusl:1 Truck Replace Utility SllfJpoFl Truck DMINAGE: Conduct City 'Ilide Storm'llater Management System I'.nalysis and Impro','ement Stwdy Implementatien of impro'"ements in Stormwater Master Plan Conduct imf)FO'/ements to Gallord}' System Channel G2 Maintain existing structwres in 1!lth SI. Channel E1 ~ Maintain existing structures in 1 !ltt:! SI. Cl:1annel E1 Maintain existing structlJres in 1 !lth SI. Cl:1annel E6 SANITARY SEWER: ,^^NTF Reclaimed Water ImpFO'/ements 3 V\!estern Service Nea Cellestien 8. Transmissien System Conduct oxisting gravity sev.'Or system Fef)airs 4 POTABLE '.lIJATER: Ne'l.'wells e SR 112 '.'Vater System Upgrade 6 Sowthem service area grollnd storage tank 7 8 P.'l.RKS &. RECREATION: Q Construct Basellall/SofUmll !lelds/Hawks Park 4Q Construct Conservation area/Hawks Park ->> Construct Amphitheater ~ Rono'/ato and eonstFllst soceer Gomplox ~ Purel=lase laRd for park 44 De'Jelop Gulll,Jral aRE! arlloFlorel,Jm Park *Location yet to be determined Legend: R - Replacement, N - New, E - Expanded 2001 2006 $ 250,000 GeAeral Fund R 2003& 2005 $ 100,510 General Fwnd R 2003 2005 $ 300,000 General Fwnd N 2004 $ 32,100 General Fllml R 200e $ !l1,113 General Fllnd R ~ $ 20,705 General Fund R 2002 $ 2002 2006 $ 2001 2006 $ 2002 2006 $ 2002 2006 $ 2002 2006 $ 120.000 399.000 360,000 25,000 25.900 25,900 Stermwater Stormwater Stermwater Storm'Nater Stormwater Stormwater N N N E E E 2002 $ 2,000.000 VVater/Sewer Fwnd E ~ $ 775,000 '.^Iater/Se'....or Fwnd N 2002 2006 $ 500,000 Water/Se.....er Fllnd R ~ $ 350.000 'Nater/Se'llor Fllnd N 2002 $ 760.000 Water/Sewer FlJnd E 2004 $ 500.000 Water/Sewer Fllnd 2002 $ 590,000 General Fund E 2002 $ 25.000 General Fllnd E 2002 $ 15,000 General Fund E 20022001 $ 150,000 General FunEl R 2002 $ 150,000 General Fund N ~ $ 25,000 General FunEl N IX-38 TABLE 9 City of Edgewater Five year schedule of improvements Fiscal Years Ending 2009.2013 PrOject Schedule Cost Revenue Source LOS Non-LOS PUBLIC SAFETY: (Fire/Rescue) Vehicle Replacement 2009-2013 $1,056,000 General Fund B 12 Lead/ EKG Monitor 2012 $ 25,000 General Fund B Genesis Extrication Tool System 2011 $ 30,000 General Fund B Self Contained Breather Apparatus 2012 $ 100,000 General Fund B PUBLIC SAFETY: (Police) Vehicle Replacement 2009-2013 $ 467.616 General Fund B Police Station Land Acquisition 2009 $ 80.000 Police Impact Fees E Radio System Replacement 2010 $ 200,000 General Fund B LEISURE SERVICES: Vehicle Replacement 2010-2013 $ 271.000 General Fund B Animal Shelter 2009 $ 250.000 Capital Fund N Hawks Park Ampitheater 2009 $ 183,175 Capital Fund N Kennedy Park Rennovations 2009/2012 $ 545,000 Capital Fund N DOQ Park 2012 $ 50,000 Capital Fund N ManQo Lake Park 2012 $ 500.000 Capital Fund N Harper liquid Cooled Dewees Slope Mower 2009 $ 25,000 General Fund B ENVIRONMENTAL SERVICES: Vehicle Replacement 2009-2013 $2,759,750 Water & Sewer Fund B Wastewater Slip lininQ 2009 $ 200,000 Water & Sewer Fund B Bar Screen WWTP 2009 $120,000 Water & Sewer Fund B SE Service Area DesiQn & Construction 2009-2010 $2,101.400 Water & Sewer Fund N Retrofit Lift Station 1.2,13 2009-2011 $180,000 Water & Sewer Fund B (2) 25 HP Compressors WWTP 2009 $30,000 Water & Sewer Fund B Western StoraQe Tank & Pump Station 2010 $130,000 Water & Sewer Fund N WWTP Rehab/Replacement 2010-2011 $6,000,000 Water & Sewer Fund B 2.5 MGD Wastewater Treatment Plant 2010-2013 $15.000.000 Water & Sewer Fund N SE Service Area Reclaimed Improvements 2009-2011 $5.350.000 Water & Sewer Fund N ART Wells 17,18.19,20 2009 $1.210,931 Water & Sewer Fund N Aerator and stairway replacement 2009 $200,000 Water & Sewer Fund B Claricone PaintinQ 2009 $100,000 Water & Sewer Fund Replacement of 2" Water Lines 2009 $40,000 Water & Sewer Fund B Western Reclaimed Water Main Extension 2009-2011 $3.850.000 Water & Sewer Fund N SliplininQ existinQ pipes-Wildwood Sub. 2009-2013 $295.000 Stormwater Fund B Eastern Shores Proiect 2009 $96,750 Stormwater Fund N PUBLIC WORKS: Vehicle Replacement 2009 $65,000 General Fund B Fleet Fuel Tank Replacement 2009 $125,000 General Fund B 30th Street Sidewalk 2009 $157,716 Capital Fund N Road RepavinQ 2009-2013 $2,260,272 Capital Fund LEGEND: R-REPLACEMENT, N- NEW, E- EXPANDED CITY OF EDGEWATER COMPREHENSIVE PLAN CONCURRENCY MANAGEMENT Level-of-Service Standards TABLE CM-I Sanitary Sewer 95 gallOfiS/ ellpitll/ day 20i <Milone .. av Solid Waste 2.5Ibs/ capita/ day Potable Water 100 gllH5fiS/ ellpitll/ dllY Water quality: Meet State and Federal Drinkinl!: Water Standards 2". .11." . Drainage 25 year/24 hr storm Limited Access Roads C, or as otherwise prescribed bv FDOT Arterial D Collectors D Recreation LOS/Person Parkland 5 acres/l,ooO persons Baseball/Softball I Field/4,000 persons Basketball Court I court/5,000 persons Tennis Court 1 court/3,500 persons Handball/Racquetball Court 1 court/4,000 persons Community Center 1 facility /30,000 persons Multi-Pumose/Soccer I field/4,000 persons Shuffle Board Court 1 court/I,500 persons Bocci Ball Court I court/lO,OOO persons V ollev Ball Court 1 court/5,000 persons Boat Ramos 1 ramp/4,7oo persons Bike/Pedestrian Trail I mile/4,000 persons Fitness Trails I mile/14,000 persons Activities Center 1/15,000 persons Gymnasium N/A ERU-Equivalent Residential Units Policy 2.1.2 Prior to the approval of an application for a final subdivision or development plan, the City will review the proposed application to ensure that the public facilities and services needed to support the development are available concurrent with the impacts of such development based on the Concurrency Management System. Policy 2.1.3 Provisions in the Comprehensive Plan that ensure public facilities and service standards will be met to satisfy the Concurrency requirements are listed below: a. The necessary facilities and services are in place at the time a development permit is issued; or CM-12