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Agenda 06-16-15
Page 1 of 720 Page 2 of 720 Page 3 of 720 Page 4 of 720 Page 5 of 720 Page 6 of 720 Page 7 of 720 '3&&XL*P]IVC9( U\TC'3&&XLSJ.YP] 414EKI TQ 2I[,SVM^SRW&ERH 6SGO'PMQF*EGI4EMRXIVW -RJPEXEFPIW 'LMPHVIRvW'VEJX%GXMZMXMIW 4IXXMRK>SS 4SR]6MHIW +EQMRK1SFMPI TQ ;EXIVQIPSR)EXMRK'SRXIWX TQ &MK2MKLX3YX TQ 4EXVMSXMG7EPYXI TQ *MVI[SVOW TQ &MK2MKLX3YX *6))4EVO 6MHI7LYXXPI TQ JVSQ'MX],EPP)&S]RXSR&IEGL&PZH ERHJVSQ&S]RXSR&IEGL,MKL7GLSSP 4EVO6MHKI&PZH 'EPPJSVHIXEMPW [[[FS]RXSRFIEGLSVKVIGVIEXMSR *SPPS[XLI'MX]SJ&S]RXSR&IEGL SR*EGIFSSOERH8[MXXIV 2STIXWSVJMVI[SVOWTIVQMXXIH Page 8 of 720 Page 9 of 720 Page 10 of 720 Page 11 of 720 Page 12 of 720 Page 13 of 720 Page 14 of 720 Page 15 of 720 Page 16 of 720 Page 17 of 720 Page 18 of 720 Page 19 of 720 Page 20 of 720 Page 21 of 720 Page 22 of 720 Page 23 of 720 Page 24 of 720 Page 25 of 720 Page 26 of 720 Page 27 of 720 Page 28 of 720 Page 29 of 720 Page 30 of 720 Page 31 of 720 Page 32 of 720 Page 33 of 720 Page 34 of 720 Page 35 of 720 Page 36 of 720 Page 37 of 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Page 229 of 720 Page 230 of 720 Page 231 of 720 Page 232 of 720 Page 233 of 720 Page 234 of 720 Page 235 of 720 Page 236 of 720 Page 237 of 720 Page 238 of 720 Page 239 of 720 Page 240 of 720 Page 241 of 720 Page 242 of 720 Page 243 of 720 Page 244 of 720 Page 245 of 720 Page 246 of 720 Page 247 of 720 Page 248 of 720 Page 249 of 720 Page 250 of 720 Page 251 of 720 Page 252 of 720 Page 253 of 720 Page 254 of 720 Page 255 of 720 Page 256 of 720 Page 257 of 720 Page 258 of 720 Page 259 of 720 Page 260 of 720 Page 261 of 720 Page 262 of 720 Page 263 of 720 Page 264 of 720 Page 265 of 720 Page 266 of 720 Page 267 of 720 Page 268 of 720 Page 269 of 720 Page 270 of 720 Page 271 of 720 Page 272 of 720 Page 273 of 720 Page 274 of 720 Page 275 of 720 Page 276 of 720 Page 277 of 720 %8;3=)%68)61*368,)79440=3*-2.)'8-32130()(13&-0)6)*97)'328%-2)67 *368,)%983+%6&%+)'300)'8-32463+6%1 "Offers from the vendors listed herein are the only offers BID DUE DATE: MAY 14, 2015 received timely as of the above receiving date and time. BID DUE TIME: 2:30 P.M. All other offers submitted in response to this solicitation, BID No. 048-2510-15/JMA if any, are hereby rejected as late" BIDDERS OTTO ENVIRONMENTAL SYSTEMS (NC), LLCREHRIG PACIFIC COMPANYTOTER. LLC 12700 General Drive7452 Presidents Drive841 Meacham Road Charlotte, NC 28273Orlando, FL 32809Statesvile, NC 28677 Tel: (800) 795-6886Tel: (407) 857-3888Tel: (704) 872-8171 Fax: (704) 588-5250 Fax: (407) 857-0900 E-mail: sbowling@otto-usa.comE-mail: dafonso@rehrigpacific.com Contact: Sabrina BowlingContact: Dave AfonsoContact: Kellie K. Clark PART I - INJECTED MOLDED MOBILE REFUSE CONTAINERS (ESTIMATED QUANTITY 1,500) 92-846-')%77)1&0=3292-846-')%77)1&0=3292-846-')%77)1&0=32 786))8()0-:)6=786))8()0-:)6=786))8()0-:)6= 92-846-')92-846-')92-846-') +EPPSR'SRXEMRIVW$49.06$48.80SUBMITTED "NO BID" 1JK1SHIP&MHOtto/MSD-95 EdgeRehrig/ROC-95USpecifications too tight. Pricing for full truckloads only +EPPSR'SRXEMRIVW$42.71$42.18 1JK1SHIP&MHOtto/MSD-65 EdgeRehrig/ROC-65U Pricing for full truckloads only ALTERNATE: ORDER TRUCK LOAD QUANTITIES Truck Load Container Capacity: _______________Capacity: 456Capacity: 486 $49.06$48.80 JSV XS+EP'SRXEMRIVW7II'SQQIRXW Truck Load Container Capacity: _______________Capacity: 720Capacity: 648 $42.71$42.18 JSVXS+EP'SRXEMRIVW7II'SQQIRXW Calendar Days for Delivery4530 % Discount Off List Price0%0% Specification Check Off Sheets SubmittedYESYES Pages 19 to 22 Sheet 1 Page 278 of 720 %8;3=)%68)61*368,)79440=3*-2.)'8-32130()(13&-0)6)*97)'328%-2)67 *368,)%983+%6&%+)'300)'8-32463+6%1 "Offers from the vendors listed herein are the only offers BID DUE DATE: MAY 14, 2015 received timely as of the above receiving date and time. BID DUE TIME: 2:30 P.M. All other offers submitted in response to this solicitation, BID No. 048-2510-15/JMA if any, are hereby rejected as late" BIDDERS OTTO ENVIRONMENTAL SYSTEMS (NC), LLCREHRIG PACIFIC COMPANYTOTER. LLC 12700 General Drive7452 Presidents Drive841 Meacham Road Charlotte, NC 28273Orlando, FL 32809Statesvile, NC 28677 Tel: (800) 795-6886Tel: (407) 857-3888Tel: (704) 872-8171 Fax: (704) 588-5250 Fax: (407) 857-0900 E-mail: sbowling@otto-usa.comE-mail: dafonso@rehrigpacific.com Contact: Sabrina BowlingContact: Dave AfonsoContact: Kellie K. Clark Product Literature SubmittedYESYES List of References SubmittedYESYES Warranty EnclosedYESYES Wind Tunnel Test SubmittedYESYES Bidder's Acknowledgement SubmittedYESYES Bidder's Qualifications StatementYESYES Submitted Schedule of SubcontractorsYES/NONEYES/NONE Submitted Acknowledgement of AddendaYESYES Submitted Acknowledgement of Addendum No. 1YESYES Submitted References SubmittedYESYES Non Collusion Affidavit SubmittedYESYES Sheet 1 Page 279 of 720 %8;3=)%68)61*368,)79440=3*-2.)'8-32130()(13&-0)6)*97)'328%-2)67 *368,)%983+%6&%+)'300)'8-32463+6%1 "Offers from the vendors listed herein are the only offers BID DUE DATE: MAY 14, 2015 received timely as of the above receiving date and time. BID DUE TIME: 2:30 P.M. All other offers submitted in response to this solicitation, BID No. 048-2510-15/JMA if any, are hereby rejected as late" BIDDERS OTTO ENVIRONMENTAL SYSTEMS (NC), LLCREHRIG PACIFIC COMPANYTOTER. LLC 12700 General Drive7452 Presidents Drive841 Meacham Road Charlotte, NC 28273Orlando, FL 32809Statesvile, NC 28677 Tel: (800) 795-6886Tel: (407) 857-3888Tel: (704) 872-8171 Fax: (704) 588-5250 Fax: (407) 857-0900 E-mail: sbowling@otto-usa.comE-mail: dafonso@rehrigpacific.com Contact: Sabrina BowlingContact: Dave AfonsoContact: Kellie K. Clark Anti-Kick Back Affidavit SubmittedYESYES Confirmation of Minority Owned BusinessYES/NOT A MINORITYYES/NOT A MINORITY SubmittedOWNED BUSINESSOWNED BUSINESS Confirmation of Drug Free WorkplaceYESYES Submitted Palm Beach County InspectorYESYES General Acknowledgement Submitted COMMENTS'SRXEMRIVWHIPMZIVIH[MXLPMHWMR TPEGI;LIIPWERHGEXGLFEVW QYWXFIEWWIQFPIHFIJSVIYWI Sheet 1 Page 280 of 720 Page 281 of 720 Page 282 of 720 Page 283 of 720 Page 284 of 720 Page 285 of 720 Page 286 of 720 Page 287 of 720 Page 288 of 720 Page 289 of 720 Page 290 of 720 Page 291 of 720 Page 292 of 720 Page 293 of 720 Page 294 of 720 Page 295 of 720 Page 296 of 720 Page 297 of 720 Page 298 of 720 Page 299 of 720 Page 300 of 720 Page 301 of 720 Page 302 of 720 Page 303 of 720 Page 304 of 720 Page 305 of 720 Page 306 of 720 Page 307 of 720 Page 308 of 720 Page 309 of 720 Page 310 of 720 Page 311 of 720 Page 312 of 720 Page 313 of 720 Page 314 of 720 Page 315 of 720 Page 316 of 720 Page 317 of 720 Page 318 of 720 Page 319 of 720 Page 320 of 720 Page 321 of 720 Page 322 of 720 Page 323 of 720 Page 324 of 720 Page 325 of 720 Page 326 of 720 Page 327 of 720 Page 328 of 720 Page 329 of 720 Page 330 of 720 Page 331 of 720 Page 332 of 720 Page 333 of 720 Page 334 of 720 Page 335 of 720 Page 336 of 720 Page 337 of 720 Page 338 of 720 Page 339 of 720 Page 340 of 720 Page 341 of 720 Page 342 of 720 Page 343 of 720 Page 344 of 720 Page 345 of 720 Page 346 of 720 Alibrandi, Julianne From:Roberts, Christine Sent:Friday, May 29, 2015 10:29 AM To:Alibrandi, Julianne Cc:Franklin, Joseph; Greco-Arencibia, Adrianna Bid for Mobile Refuse Containers Subject: Julie, StafffromSolidWasteandIhavereviewedthebidresultsfortheTwoYearTermfortheSupplyofInjectionMolded MobileRefuseContainersandPartsfortheAutomatedGarbageCollectionProgram,Bid#048251015/JMA.We recommendthatRehrigPacificCompanybeawardedthebidbasedontheywerethelowest,responsive,responsible bidder. th AsdiscussedthiswillbeplacedontheJune16,2015CommissionAgenda.Thankyouforyourassistancewiththisbid, itisgreatlyappreciated. Chris ChristineRoberts, Assistant Public Works Director Right-click here to download pictures. To help protect your privacy, Outlook prevented automatic download of this picture from the Internet. Public Works, Administration City of Boynton Beach | , 222 N.E. 9th Ave.Boynton BeachFlorida33435 o:561-742-6203 | RobertsC@bbfl.uswww.boynton-beach.org Right-click Right-click here to here to download download pictures. To pictures. To help protect help protect your privacy, your privacy, Outlook Outlook prevented prevented automatic automatic download of download of this picture this picture from the from the Internet.Internet. America's Gateway to the Gulfstream Please be advised that Florida has a broad public records law and all correspondence to me via email may be subject to disclosure.Under Florida records law, email addresses are public records. Therefore, your e-mail communication and your e-mail address may be subject to public disclosure. 1 Page 347 of 720 Page 348 of 720 Page 349 of 720 Page 350 of 720 Page 351 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities Department Boynton Beach, Florida GAI Project Number: A132321.01 January 2015 Prepared for: City of Boynton Beach Utilities Department 124 E Woolbright Road Boynton Beach,Florida 33435 Prepared by: GAI Consultants, Inc. Boca Raton Office 2255 Glades Road, Suite 324A Boca Raton, Florida 33431 A132321.01 / January 2015 Page 352 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage i Boynton Beach, Florida Table of Contents 1.0Introduction ...........................................................................................................................1 1.1Introduction ................................................................................................................1 1.2Statutory History ..........................................................................................................1 1.3Purpose and Objectives ................................................................................................1 2.0Existing Water Supply Facilities ...............................................................................................2 2.1Service Area Boundaries ...............................................................................................2 2.1.1Potable Service Area Boundary .........................................................................2 2.1.2Reuse Service Area Boundary ...........................................................................2 2.1.3Self-Supplied Systems ......................................................................................2 2.2Water Supply Sources and Facilities ..............................................................................5 2.2.1Surficial Well....................................................................................................5 2.2.2Aquifer Storage and Recovery ...........................................................................5 2.2.3Floridan Wells ..................................................................................................7 2.2.4Reclaimed Water .............................................................................................7 2.2.5Bulk User Agreements and Other User Agreements ............................................8 2.3Water Treatment and Storage Facilities .........................................................................8 2.3.1East Water Treatment Plant ..............................................................................8 2.3.2West Water Treatment Plant ............................................................................9 2.3.3Water Storage Facilities ....................................................................................9 2.4Water Distribution System ............................................................................................9 2.4.1Interconnections ............................................................................................10 2.5Summary ..................................................................................................................14 3.0Population and Water Demand Projections .............................................................................15 3.1Historical Population Information ................................................................................15 3.2Historical Water Use Information ................................................................................15 3.3Population Projections ................................................................................................15 3.3.1Existing Service Area ......................................................................................16 3.3.2Potential Impacts on Service Area Population ..................................................16 3.4Water Demand Projections .........................................................................................17 3.4.1Projections in the Existing Service Area ...........................................................17 3.4.2Projections in the Proposed Service Area .........................................................17 3.5Water Conservation ...................................................................................................17 3.6Water Demand Supply Analysis ................................................................................21 4.0Water Supply Projects Identification ......................................................................................27 4.1Water Supply Projects Update ....................................................................................27 4.1.1Wellfield Interconnection Project Raw Water Main.........................................27 4.1.2Wellfield Interconnection Project Ionic Exchange Water Treatment Process Located at the East WTP ..........................................28 4.1.3East WTP Rehabilitation Groundwater Rule Regulation Rule ...........................29 4.1.4East WTP Modifications Related to Growth, Storage and Energy Efficiency 3MG Storage Tank .........................................29 4.1.5Expansion of Reclaimed Water System to Achieve 8 MGD ................................. 30 4.1.6Other Water Supply Projects Beyond Five Years ...............................................31 4.2Summary ..................................................................................................................31 A132321.01 / January 2015 Page 353 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage ii Boynton Beach, Florida LIST OF TABLES Table 2-1 Raw Water Wells ......................................................................................................... 6 Table 2-2 Description of ASR and FAS Wells ................................................................................. 7 Table 2-3..................................................................... 8 Table 2-4 Interconnections with Other Entities ...........................................................................10 Table 2-5 Current Average Day Potable Water Production Capabilities ..........................................14 Table 3-1 Historical Population for the City .................................................................................15 Table 3-2.............................................................15 Table 3-3.........................................................16 Table 3-4 Water Demand Projection for t.......................................19 Table 3-5.....................................20 Table 3-6Summary of Finished Water Demand and Supply Projections (AADF, MGD) Existing Service Area .........................................................................22 Table 3-7Summary of Finished Water Max Month Demand and Supply Projections (MGD) - with Maximum East Wellfield Withdrawals Existing Service Area...23 Table 3-8Summary of Finished Water Max Month Demand and Supply Projections (MGD) with Maximum ASR Withdrawals Existing Service Area ................24 Table 3-9Summary of Finished Water Demand and Supply Projections (AADF, MGD) Proposed Service Area ......................................................................25 Table 3-10Summary of Finished Water Max Month Demand and Supply Projections (MGD) - with Maximum East Wellfield Withdrawals Proposed Service Area .................26 Table 4-1 Summary of Wellfield Interconnection Project - Raw Water Main ..................................28 Table 4-2 Summary of Ionic Exchange, Water Treatment Located at the East WTP Plant ..............29 Table 4-3 Summary of East WTP Rehabilitation Groundwater Rule Regulation Rule ....................29 Table 4-4 Summary of East WTP Modifications Related to Growth, Storage and Energy Efficiency 3MG Storage Tank .....................................................30 Table 4-5 Summary of Expansion of Reuse Water System Project ................................................30 LIST OF FIGURES Figure 2-1The City of Boynton Beach Utility Service Area ............................................................... 3 Figure 2-2Existing and Proposed Reclaimed Water Service System ................................................. 4 Figure 2-3Aerial View of East Water Treatment Plant ..................................................................11 Figure 2-4Aerial View of West Water Treatment Plant ................................................................. 12 Figure 2-5....................................................................................13 APPENDICES Appendix A Second Amendment to the Interlocal Agreement between Palm Beach County and the City of Boynton Beach for the Purchase and Sale of Bulk Potable Water Appendix B City of Boynton Beach Utility Improvement Plan 5-Year Plan with Project Budget and Funding Source . ©2015 GAI Consultants, Inc A132321.01 / January 2015 Page 354 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 1 Boynton Beach, Florida 1.0Introduction 1.1Introduction Chapter 163.3177(6)(c)3 Florida Statutes (F.S.), requires that local governments must amend their comprehensive plans, including the development of a work plan, covering at least a 10-year planning period, to identify the specific water supply projects that meet the projected future demands within 18 months after the governing board approves an updated regional water supply plan.The Lower East Coast (LEC) Water Supply Plan Update was approved by the South Florida Water Management (SFWMD) Governing Board on September 12, 2013. Therefore, the deadline for the City of Boynton Beach (City) within the LEC Region to update its Work Plan and amend its comprehensive plan isMarch 2015. The City provides potable water to its residents and to an extended service area of customers in a s Utilities Department is in charge of producing, treating and distributing drinking water within the service area. The City is responsible for ensuring enough capacity is available for existing and future customers. The Work Plan Update will reference the initiatives already identified to ensure adequate water supply for the City. According to state guidelines, the Work Plan and the comprehensive plan must address the development of traditional and alternative water supplies, service delivery and conservation and reuse programs necessary to serve existing and new development for at least a 10-year planning period. The Work Plan Update will have a planning time schedule consistent with the comprehensive plan and the LEC Water Supply Plan Update. 1.2Statutory History water supply needs. These bills, in particular Senate Bills 360 and 444 (2005 legislative session), significantly changed Chapters 163 and 373, F.S. by strengthening the statutory links between the regional water supply plans prepared by the water management districts and the comprehensive plans prepared by local governments. In addition, these bills established the basis for improving coordination between local land use planning and water supply planning. 1.3Purpose and Objectives systems and provide an updated plan for implementing water facilities improvements to meet the future potable water demand. This Work Plan Update is divided into four sections: Section 1 Introduction; Section 2 Existing Water Supply Facilities; Section 3 Population and Water Demand Projections; and Section 4 Water Supply Projects Identification. Specifically, the Work Plan Update will update the following information: Population Projections; Water Suppliers; Water Demand Projections; Water Supply Sources and Treatment Capacities; and Water Supply Projects. A132321.01 / January 2015 Page 355 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 2 Boynton Beach, Florida All or The Work Plan Update will strengthen the coordination among Development Department land use planning responsibilities, Utilities Department water supply facilities planning activities and the water resource development responsibilities of the SFWMD. 2.0Existing Water Supply Facilities 2.1Service Area Boundaries 2.1.1Potable Service Area Boundary The City is approximately 16.1 square miles with a population of approximately 71,000. The approximate boundaries of the City are Hypoluxo Road to the north, the Lake Worth Drainage District (LWDD) L-30 to the south, the LWDD E-3 Canal to the West and the Intra Costal Water Way to the east. Figure 2-1 illustrates the boundaries of the City. Also as shown in Figure 2-1 ce area is approximately 16,066 acres of which 10,304 acres s city limits.The Utilities Department serves approximately 106,000 customers and the approximate population served within the City is 71,000. The Utilities department also serves portions of unincorporated Palm Beach County, Town of Briny Breezes, Town of Ocean Ridge, Town of Gulfstream, and parts of the Village of Hypoluxo. The potable water service area extends approximately from Hypoluxo Road south to the City of Delray Beach, from the Atlantic Ocean west to the E-3 Canal west of Military Trail. About one third of the service area and popula 2.1.2Reuse Service Area Boundary The City operates and maintains wastewater collection system in the service area. The City is served by the South Central Regional Wastewater Treatment and Disposal Board (SCRWTDB) through an Interlocal Agreement between the Cities of Delray Beach and Boynton Beach. SCRWTDB, founded in 1974 as a special district, treats wastewater collected from these two cities at the South Central Regional Wastewater Reclamation Facility (SCRWRF). The reclaimed water is shared between two municipalities. The City distributes a portion of reclaimed water to the customers within its water service area. Reclaimed water is conveyed into the City along Congress Avenue,extended along Woolbright Road (west of Congress Avenue),Golf Road, Seacrest Avenue, Woolbright Road and Federal Highway (to Boynton Beach Boulevard). Figure 2-2 illustrates the existing reclaimed water distribution system in The reclaimed water lines serve both public and private facilities. Existing and identified potential end users and average flow of reclaimed water consumed will be discussed in Section 2.3. 2.1.3Self-Supplied Systems The City has identified five communities within the water service area that are self-supplied. These communities are listed as following: Royal Manor Estates isa small private water supply system serving approximately 700 people with per capita rate of 85 gallons per Consumptive Use Permit (CUP) #50-03348-W was issued bythe SFWMD on October 5, 1994 and expired on October 5, 2014. Colonial Estates is a small private water supply system projected to serve 450 people -10245-W was issued on March 25, 2013 and will expire in 20 years. Two existing wells were permitted to withdraw groundwater from the Surficial Aquifer with an annual allocation of 18.24 million gallons (MG). The maximum monthly allocation is 1.55 MG. A132321.01 / January 2015 Page 356 of 720 The City of Boynton Beach Utility Service Area 10-Year Water Supply Facilities Work Plan Update 2-1 City of Boynton Beach, Florida Page 357 of 720 )1EVXMR0YXLIV/MRK.V&PZH 20 15 21 14 &S]RXSR&IEGL&PZH 1227 13 9 7 11 10 19 28 8 5 6 1 3 4 2 26 18 22 16 25 17 : 24 23 0IKIRH 6IGPEMQ;EXIV1EMRW 6" Pipe 8" Pipe 10" Pipe 12" Pipe 14" Pipe 16" Pipe 24" Pipe 30" Pipe 36" Pipe 0%=)6 Reclaimed Water Users Post-2007 Reclaimed Water Users Pre-2007 SCRWWTP Utility Service Area Boundary Exiting and Proposed Reclaimed Water System 10-Year Water Supply Facilities Work Plan Update 2-2 City of Boynton Beach, Florida Page 358 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 5 Boynton Beach, Florida Pine Grove Village is a small private water supply system serving approximately 270 people and landscape water use. The water usage is 80 gallon per capita per day on average. The CUP 50-02858-W was issued on December 20, 2006 and expires on January 1, 2027. Two existing wells were permitted to withdraw groundwater from the Surficial Aquifer with an annual allocation of 14.31 MG. The maximum monthly withdrawal shall not exceed 1.76 MG. Parry Village is a small private water supply system serving approximately 200 people. The water usage is 150 gallon per capita per day on average. The CUP 50-07737-W was issued on February 14, 2007 and expires on March 27, 2027. Two existing wells were permitted to withdraw groundwater from the Surficial Aquifer with an annual allocation of 10.95 MG. The maximum monthly withdrawal shall not exceed 0.18 MG. Tropical Breeze Estates is a small private water supply system serving 623 people with an average per capita use rate of 51 gallons per day. The CUP 50-00137-W was issued on May 30, 2007 and expires on July 13, 2027. One existing well was permitted to withdraw groundwater from the Surficial Aquifer with an annual allocation of 11.60 MG. The maximum monthly withdrawal shall not exceed 1.18 MG. 2.2Water Supply Sources and Facilities potable water facilities includes: two Surficial Aquifer wellfields (East Wellfield and West Wellfield), two water treatment plants and two aquifer storage and recovery (ASR) wells,four storage facilities, and over 350 miles of water distribution system. 2.2.1Surficial Well The City raw water supply is comprised of two Surficial Aquifer wellfields, the East Wellfield and the West Wellfield. The East Wellfield contains 20 wells. Well 3E is abandoned and other 19 wells are operational. The West Wellfield contains 11 operational wells. Table 2-1 shows nal details. The City is implementing a complete system integration plan by building a pipeline to connect its West Wellfield to its East Water Treatment The City raw water withdrawal is governed by CUP 50-00499-Wissued on December 13, 2009. The permit will expire on December 10, 2029. The main water source for the City is the Surficial Aquifer System (SAS).Both wellfields withdraw groundwater from the SAS. The maximum withdrawal for East Wellfield is 2,373 MG annually (6.5 million gallons per day [MGD]) after the completion of the pipeline connecting the West Wellfield to the East WTP. The current withdrawal from the East Wellfield is limited to 2,373 MG annually (6.5 MGD). The annual withdrawal allocation is 7,615 MG (20.86 MGD) and maximum monthly allocation limit is 698.43 MG. 2.2.2Aquifer Storage and Recovery Two operational ASR w excess water from the Surficial Aquifer is treated and stored in the ASR wells. During the dry season, water is pumped from ASR wells to supplement water from the Surficial Aquifer. The total capacity of two ASR wells is six MGD. Typically, the City recharges its ASR wells with finished water. According to the current CUP, the maximum monthly withdrawals for ASR wells are limited to 155 MG. A132321.01 / January 2015 Page 359 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 6 Boynton Beach, Florida Table 2-1 Raw Water Wells East Wellfield Wells Well Diameter Total Well Design Pump Well Number Status(inches)Depth (feet)Capacity (GPM) 1EOperational854115 2EOperational86087 3EAbandoned862850 6EOperational1276550 7EOperational1274500 8EOperational1270500 9EOperational12103700 10EOperational161041,000 11EOperational161041,100 12EOperational16631,100 13EOperational16751,100 14EOperational162731,100 15EOperational12233700 16EOperational12233700 17EOperational12201500 18EOperational12200500 19EOperational12205500 20EOperational12203500 21EOperational12203500 22EOperational12203500 West Wellfield Wells Well Diameter Total Well Design Pump Well Number S tatus (inches)Depth (feet)Capacity (GPM) 1WOperational161631,500 4WOperational161591,500 5WOperational161501,500 6WOperational161611,500 7WOperational161611,500 8WOperational161511,500 9WOperational161671,500 10WOperational161601,500 11WOperational161531,500 12WOperational161631,500 13WOperational302351,500 A132321.01 / January 2015 Page 360 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 7 Boynton Beach, Florida 2.2.3Floridan Wells The City proposed Floridan Aquifer System (FAS) wells and is anticipated to install FAS wells by 2023 to meet the maximum month water use demand. The total maximum monthly allocation FAS wells shall not exceed 37.5 MG. Table 2-2 describes ASR wells and FAS wells operational and construction details. Table 2-2 Description of ASR and FAS Wells Well Diameter Total Well Design Pump (inches)Depth (feet)Capacity (GPM) Well Number Status ASR-1Operational169091,400 ASR-2Operational249102,800 F-1Proposed161,4001,300 F-2Proposed161,4001,300 F-3Proposed161,4001,300 2.2.4Reclaimed Water The City receives reclaimed water from the SCRWRF. The SCRWRF has a Florida Department of Environmental Protection (FDEP)-permitted treatment capacity of 24 MGD. The annual average daily flow in 2013 was 16.6 MGD. Approximately 5.83 MGD of treated wastewater was reused in 2013. About 10.58 MGD of treated wastewater was disposed of through deep well injection and 0.2 MGD through an ocean outfall. SCRWRF employs the deep well injection as primary treated wastewater disposal method and disposal through ocean outfall is only for emergencies. The Board complies with the Leah Schad Memorial Ocean Outfall Program. The City operates and maintains a reclaimed distribution water system with pipe size ranging from six inches to 36 inches. The primary purpose of reclaimed water is for irrigation. The to provide reclaimed water to selected irrigation projects in two phases to be completed in 2010 and 2016, thereby terminating or reducing their allocations. The total reclaimed water credits will be approximately 4.6 MGD upon the completion of these projects. The City needs the assistance of South Florida Water Management District (SFWMD) in transforming the potential users from potable water or other raw water withdraws to reclaimed water for irrigation application. The current users are listed in Table 2-3. The total reclaimed water usage for 2013 was 0.34 MGD. The City is expanding its reclaimed water distribution system and more users will be served. The details are discussed in Section 4. A132321.01 / January 2015 Page 361 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 8 Boynton Beach, Florida Table 2-3 Arbor Memorial ParkBoynton Senior CenterMedian on SeacrestBethesda Healthcare Boynton Beach th Median on 4StreetCity Tennis CourtsCalossa Park EastWTP Boynton CemeteryPence ParkBoundless PlaygroundWxel CrossPoint Boynton Ball ParkMedian on Fed HwyEntrance to Chapel Hill ElementarySchool Forest Park ElementaryChildren MuseumDoctors OfficeHighPoint Residential Las VentanasBoynton LibraryGalaxy SchoolBoynton Center Condo Sterling VillageCity HallGalaxy School Park 2.2.5Bulk User Agreements and Other User Agreements 2.2.5.1Bulk User Agreements The City signed an agreement with Palm Beach County on December 21, 2004, for the purchase and sale of bulk potable water. On October 2, 2007, the Board of County Commissioners approved the First Amendment to the Interlocal Agreement. On October 29, 2013, the Commissioners approved the Second Amendment of the bulk water sale agreement. The agreement includes the purchase of one (1) MGD firm capacity of potable water from Palm Beach County Water Utilities Department (as shown in Appendix A). In emergency, there is a flexibility to purchase up to five (5) MGD as needed with advance notice. The new termination date of the agreement is December 31, 2043. Water purchased from Palm Beach County is blended with the West WTP finished water and integrated into the system. 2.3Water Treatment and Storage Facilities . Although the system is interconnected by the finished water distribution system, there is no physical interconnection between two treatment plants and two wellfields.The locations of both WTPs are illustrated in Figure 2-1. 2.3.1East Water Treatment Plant The East WTP is located at 124 East Woolbright Road and is a conventional lime softening plant consisting of: Lime softening flocculation for hardness reduction; Gravity filtration; and Chlorine disinfection of finished water. The aerial view of the East WTP isillustrated in Figure 2-3. The plant was originally constructed in 1963 and expanded in 1978. The plant is rated by the FDEP at 19.24 MGD on a maximum day basis.However, finished water produced by the plant is limited by the amount of raw water withdrawal from the East Wellfield. Currently, the SFWMD limits the amount of water available to the East Wellfield to 2,555 MG (seven MGD). The East WTP also has two ASR wells that can provide an additional five MGD of capacity. By completing connecting the West Wellfield to the intake of the East WTP, the East WTP will be allowed to fully utilize A132321.01 / January 2015 Page 362 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 9 Boynton Beach, Florida its treatment capacity. The treatment losses during conventional lime softening processes are conservatively estimated at five percent.The treatment efficiency of the East WTP ranges from 95 to 97 percent. 2.3.2West Water Treatment Plant The West WTP is located on Boynton Beach Boulevard, east of the Lake Worth Water -4 Canal. The plant is a nanofiltration (membrane softening) plant consisting of: Pre-filtration; Membrane softening to remove hardness, color, and organic compounds; and De-gasification and chlorination for disinfection. The aerial of the West WTP is illustrated in Figure 2-4. The plant was built in 1993 and re- efficiency is 85 percent and the plant is permitted to blend up to 1.7 MGD (up to 20 percent) of filtered water from the Surficial Aquifer with the membrane plant throughput. 2.3.3Water Storage Facilities The City has one elevated concrete water storage tank and three concrete ground storage tanks. One and a half MG elevated water storage tank is located at the East WTP. The elevated storage tank helps to maintain the system pressure. Three MG ground storage tank is located at the West WTP. The storage tank is used for blending water purchased from Palm Beach County Utilities and helps achieve the chlorine contact time required for proper four-log disinfection of water treatment at the West WTP. Three MG ground storage tank is located on Minor Road between Congress Avenue and Lawrence Road. The storage tank is used to balance water production and peak demand. One MG ground storage tank is located on Woolbright Road west of Congress. The storage tank is used to balance water production and peak demand. The City is anticipating an additional three MG ground storage tank to be added to the system by 2016 to meet FDEP peak hour storage requirements. The new storage and pumping facilities will be located at the East WTP site. 2.4Water Distribution System As shown in Figure 2-5, The City has approximately over 350 miles of water mains in the distribution system. The discharge pipe of the West WTP is the largest water main, which is 42-inch diameter. It divides into two 30-inch pipelines to support the western grid and the whole transmission and distribution system. The discharge pipelines from the East WTP are one 30-inch and one 24-inch water mains. On the east side of the City, the largest water mains run north and south on First Street and Seacrest Boulevard. These pipes include 23-inch and 20-inch water mains. These water mains go through Woolbright Road and other major arteries to support the entire water piping network. The existing water mains were constructed and built with the development of the City. There were a variety of materials used and some of the water mains are over 50 years old. The relatively new mains are mostly ductile iron. C-900 PVC has been used east of U.S. 1 in the areas that may be subject to aggressive and salty soil conditions. There is also small portion of high-density polyethylene (HDPE) pipe. One section of HDPE pipe is owned by the Town of Ocean Ridge and functions as the northern A132321.01 / January 2015 Page 363 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 10 Boynton Beach, Florida intracoastal connection from the City to the Town of Ocean Ridge. Town of Ocean Ridge owns its water distribution system. The City owns and reads the meters, and provides some reimbursable maintenance for the Town. Other section of HDPE pipes are located on the south end of Seacrest Boulevard where a directional drill was used to install the pipe and avoided the disruption of the busy traffic. 2.4.1Interconnections The City currently has emergency interconnect agreements with Palm Beach County, City of Delray Beach, Town of Gulfstream, Village of Golf, and Town of Lantana. Potable water purchased from Palm Beach County is blended with the finished water through the interconnection located in West WTP. There is a second interconnection with Palm Beach County at Flavor Pict Road for additional water required. The other interconnections are for emergency of maintenance needs only and pipes are valved and normally closed. The valve at the interconnection with Town of Gulfstream is one-way-feed-only automatic valve and operates on pressure. The rest of the valves are only opened at the direction of the Director from both entities and/or their designees. All the interconnections are metered. The locations and characteristics are listed in Table 2-4 and in Figure 2-5. Table 2-4 Interconnections with Other Entities Reference # in DescriptionLocationFigure 2-5Size of Pipe 12-inchpipe w / Palm Beach Interconnect 15469 West Boynton Beach Boulevard1 8-inchmeter 12-inchpipe w / Palm Beach Interconnect 2Flavor Pict Road west of Military Trail2 8-inchmeter 12-inch pipe w / Palm Beach Interconnect 3Hypoluxo and Hypoluxo Farms3 8-inchmeter Lantana Interconnect 1Hypoluxo and Seacrest46-inchmeter Lantana Interconnect 2 Hypoluxo/San Castle 56-inch meter City of Delray Beach South Swinton Avenue 66-inch meter City of Delray Beach South Lake Drive-Lake Ida 76-inch meter Town of Gulfstream A1A-Little Club 86-inch meter (one way feed only) Village of GolfMilitary Trail and Woolbright Road98-inchmeter A132321.01 / January 2015 Page 364 of 720 Document Path: Z:\ComDev\2012\A121151.02 - Miramar RLOI 13-02-11 Reg\CAD\Report\F7-5 C9Recharge.mxd 0IKIRH ACCESS RD Recharge Pipeline to C9 Miramar WWTF WWTF Discharge Point (C-9 Canal Branch) Copyright:© 2013 Esri, DeLorme, NAVTEQ, TomTom, Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community 01550,100 Feet East Water Treatment Plant Aerial Map CONCEPTUAL PIPING LAYOUT OF CANAL RECHARGE FIGURE REGIONAL RECLAIMED WATER SYSTEM EXPANSION 10-Year Water Supply Facilities Work Plan Update 2-3 9-5 2255 Glades Road, Suite 324A FEASIBILITY STUDY AND CONCEPTUAL DESIGN City of Boynton Beach, Florida Boca Raton, FL 33431 Phone 561.988.2614 Fax 561.997.9392 MIRAMAR, FL Page 365 of 720 FIGURE West Water Treatment Plant Aerial Map 10-Year Water Supply Facilities Work Plan Update 2-4 2255 Glades Road, Suite 324A City of Boynton Beach, Florida Boca Raton, FL 33431 Phone 561.988.2614 Fax 561.997.9392 Page 366 of 720 4 5 9 8 6 7 0IKIRH 4EPQ&IEGL-RXIVGSRRIGX 4EPQ&IEGL-RXIVGSRRIGX 4EPQ&IEGL-RXIVGSRRIGX 0ERXERE-RXIVGSRRIGX 0ERXERE-RXIVGSRRIGX 'MX]SJ(IPVE]&IEGL 'MX]SJ(IPVE]&IEGL +YPJWXVIEQ-RXIVGSRRIGX :MPPEKISJ+SPJ-RXIVGSRRIGX ;;IWX;84 ))EWX;84 The City of Boynton Beach Distribution System 10-Year Water Supply Facilities Work Plan Update 2-5 City of Boynton Beach, Florida Page 367 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 14 Boynton Beach, Florida 2.5Summary The City operates a well-maintained and appropriately sized water system, which is in fair to good condition and appears to be consistent with utility industry standards. The current permitted water supply allocation is adequate to meet the existing customer demands. Ongoing reclaimed water expansion activities will retain historical usage levels from the Biscayne Aquifer and establish the additional alternate water supply needed to support growth. To meet the increasing water demand from a growing population, the City plans to continue to diversify the array of alternative water supplies as previously mentioned in Section 2.2. Table 2-5 summarizes the existing water sources and water treatment capacities. Table 2-5 Current Average Day Potable Water Production Capabilities (1) Wellfield Installed Firm Capacity (MGD) East Wellfield16.06 West Wellfield21.60 Combined37.66 Regulated Wellfield Capacity (MGD) East Wellfield7.00 West Wellfield13.86 Combined20.86 (2) T reatment Plant Capacity (MGD) East WTP19.24 West WTP10.4 Combined29.64 Aquifer Storage and Recover (ASR) (MGD)5 Bulk Water Purchases from PBC (MGD) 1 Potable Water Available (MGD) 18.4 Notes: 1. With the largest well out of service 2. Plant capacity represents the lesser of treatment plant capacity or regulated wellfield capacity A132321.01 / January 2015 Page 368 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 15 Boynton Beach, Florida 3.0Population and Water Demand Projections In this section, the water demand for the City service area is projected for a 20-year planning period starting 2015 and extending to 2035. 3.1Historical Population Information Historical populations for the City are shown in Table 3-1 from the year 2008 through 2013. Table 3-1 Historical Population for the City 2007 2008 2009 2010 2011 2012 2013 2014 Population 6687266,67166,97868,21768,40968,74170,13171,608 2008-2013 % Annual -0.3%0.46%1.85%0.28%0.49%2.02%2.11% Increase Notes: 1.pulation figures 2008 2013: United States Census 2010 and estimates by 2. Average annual population increase during 2008 2013 period: 1.44 percent. In 2008, th, which reflected the economic downturn. But since 2009, the growth rebounded. 3.2Historical Water Use Information Historical water use provides the basis for projected future water demands and reflects the past potable water service level provided by the City Utilities Department. historical water demand data for its two water treatment plants was obtained from the Ci Operating Reports. Table 3-2 served and finished water use from the year 2009 through 2013. Table 3-2 (1) Year Population Served Per Capita Demand (gpcd)Finished Water Demand (MGD) 2009 97,00013913.52 2010 98,00014113.86 2011 99,00014113.99 2012 102,51213613.94 2013 105,16912713.40 Note: 1. Per Capita Demand (gpcd) is defined by average daily demand by the permanent population. 3.3Population Projections Population projections are the initial and key step in developing water demand projections. Population A132321.01 / January 2015 Page 369 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 16 Boynton Beach, Florida Division and the SFWMD LEC Water Supply Plan Update 2013 (SFWMD LECWSP Update 2013). Palm Beach County Planning Division continues to use Business Research (BEBR) population projections as their base for the municipal projections. However, local government and service providers require small area projections for the planning of future service needs. For this reason, the County developed the Population Allocation Model based on the Traffic Analysis Zones (TAZ). The model allocates the projections among the municipalities and the unincorporated county by TAZ, based on the land use categories, densities, annexations and redevelopment plans etc. In the LECWSP Update, population historical data and growth trend were studied and they were based on and consistent with BEBR medium projections. 3.3.1Existing Service Area The pfrom 2015 to 2035 in five-year increments using both methods are shown in Table 3-3. The (the average growth rate of one percent) than LECWSP update (the average growth rate of 1.1 percent). Table 3-3 Population P 2013 2015 2020 2025 2030 2035 Boynton Beach 69,968 71,752 76,144 79,903 83,901 87,218 Unincorporated PalmBeach 32,00532,76134,59936,06637,09238,081 County Village of Hypoluxo582589599617643674 Town of Ocean Ridge1,8291,8621,9271,9952,0672,155 Town of Briny Breezes603604885896913924 Town of Gulfstream182184220223228231 Total Population Based Upon Jurisdictional 105,169 107,753 114,375 119,700 124,844 129,283 * Population Figures SFWMD Lower East Coast Regional Water 106,331 108,877 115,242 121,607 127,972 134,337 Supply Plan Update Note: *: Source: PZ&B 2013 Population Allocation Model 3.3.2Potential Impacts on Service Area Population Town of Manalapan is a small beach side community. It is bordered on the north by the Ocean Avenue Bridge, beach access road and beach for the Town of Lantana; on the west by the Intracoastal Waterway (known as Lake Worth Lagoon); on the south by the South Lake Worth Inlet; and on the east by the Atlantic Ocean. The Town owns and operates a Reverse Osmosis Water Treatment Plant. The Town provides potable water service to both the Town of Manalapan and portion of the Town of Hypoluxo. The City is studying the possibility of merging the two utilities. The project is in a very preliminary stage and details of merging utilities are not available currently. Since this water supply planning period is 20 years, population projectioBy 2035, the A132321.01 / January 2015 Page 370 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 17 Boynton Beach, Florida population in the Townarea will beapproximately 3,172 based on LECWSP Update data. The City is also in discussion with three mobile home parks (MHP) regarding potable water services. These MHPs are service area Department. They are: Royal Manor, Colonial Estates, and Whispering Pines. These MHPs are all in the high-density residential district.The populations in those MHPs as well as other three self-suppliers discussed in Section 2.1.3 3.4Water Demand Projections The average- prod as estimated in Section 3.3. max- population projections and the per capita water use rate of 200 gallons per capita per day (gpcd) defined in the current Level of Service. 3.4.1Projections in the Existing Service Area The City has a single per capita average day demand in total of 158 gpcd.The value combines industrial, commercial and residential usage because water use cannot be separated by sector match the current use distribution (residential versus non-residential). The current per capita average day demand represents finished water and combines system losses, production in efficiency and the variations of water use by the different geographic areas. Table 3-4 projects the overall system per capita average day demand onto the component municipalities to project future water demands. Although it is not possible to isolate individual water demand, it is anticipated that the City, unincorporated Palm Beach County and the Town of Ocean Ridge will continue to use the similar, higher per capita usage while the Village of Hypoluxo and the Town of Briny Breezes will have a lower per capita usage because of the distribution of smaller homes, smaller lots and the percentages of multi-family dwellings. 3.4.2Projections in the Proposed Service Area water system goes through and conversion of MHPs to high rising multi-family dwellings takes place, the City will have additional water demands from these users. Table 3-5 provides the projected finished water demands from 2015 to 2035 in the expanded service area. 158 gpcd was used to estimate the average day demands because of the same reason as stated in Section 3.4.1. However, 221 gpcd was used to estimate maximum day demands because the level of service (LOS) of 700 gpcd, defined in the Town of Manalapan, is 3.5 times higher than the LOS of 200 gallons maximum daily flow per capita of peak population for water supply and treatment as in the previous Work Plan221 gpcd was derived from weighted average method by multiplying the LOS by current populations in both entities, respectively, then dividing the sum by total populations served. 3.5Water Conservation The City is continuously implementing several conservation elements to actively and passively reduce per capita water demand. Ordinances have been passed by the City Commission restricting irrigation, mandating low flow fixtures and identifying and repairing internal waste and losses. The following per capita usage at 158 gpd): A132321.01 / January 2015 Page 371 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 18 Boynton Beach, Florida Permanent Irrigation Ordinance Palm Beach County Ordinance 93- service area. It is enforced by the County and the City. Xeriscape Ordinance and landscape medians by increasing the use of permanent native vegetation. The conservation percent of all new landscaping consist of native / Xeriscape / Waterwise plant species. Ultra-low Volume Plumbing Fixture Ordinance The City has adopted Ordinances No. 092-41 and 092-42, requiring new and replacement toilets, showerheads, and other fixtures to be low flow. These ordinances adopt the Standard Building Codes, and Uniform countrywide Amendments. Water Conservation Rate Structure In 1990, the City Commission adopted an eight tier conservation-based rate ordinance, whereby the more water used, the higher the rate per thousand gallons, as a means of reducing demands. In 2002 the Commission amended this ordinance to adjust the conservation based rate structure. Under these amendments,the rate of the highest tier increased by 23 percent. Leak Detection Program According to The City of Boynton Beach Water Loss Report (2014), percent. Therefore, a formal leak detection program is not required. However, the City will continue to put forth an effort in keeping the unaccounted-for water losses to a minimum. Rain Sensor Device Ordinance The City has adopted Section 373.62, F.S., requiring rain sensor devices on all new automatic irrigation systems. Waterwise Program The Utility Department used to run Water Conservation Education Program and now is named as Waterwise Program. Waterwise Program provids tours to school groups, youth organizations, homeowner associations, and other interested parties, with water conservation being an integral part of the tour, distributing flow restrictors, toilet dams, dye presentations to various civic groups. Alternative Water Resource - Wastewater treatment is provided for the City by the SCRWRF. The City as co-owner of the SCRWRF has co-funded the existing 24 MGD reclaimed water facility that serves irrigation systems at the Village of Golf, Pine Tree Golf Club, Quail Ridge, Delray Dunes and Hunters Run. The City will work through the Regional Board to encourage the more effective use of reclaimed water by existing users. The City plans to develop Reclaimed Water Program Phase I to connect more potential large users. Additional Elements - The utility has hired a part time water conservation officer who is responsible for implementing the utility's water conservation plan. The conservation plan is reviewed, assessed, and improved regularly. Each facet of this plan implemented and reviewed as part of the City's continuous improvement program. A132321.01 / January 2015 Page 372 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 19 Boynton Beach, Florida Table 3-4 2015 2020 2025 Per Capita Per Capita Per Capita Demand Demand Demand Demand Demand Demand Population (GPCPD) (MGD) Population (GPCPD) (MGD) Population (GPCPD) (MGD) Boynton Beach71,75215811.3476,14415812.0379,90315812.62 Unincorporated Palm Beach 32,7611585.1834,5991585.4736,0661585.70 County Village of Hypoluxo5891580.095991580.096171580.10 Town of Ocean Ridge1,8621580.291,9271580.301,9951580.32 Town of Briny Breezes6041580.108851580.148961580.14 Town of Gulfstream1841580.032201580.032231580.04 Total Population Based Upon Jurisdictional 107,753 17.02 114,375 18.07 119,700 18.91 * Population Figures SFWMD Lower East Coast Regional Water 108,877 17.20 115,242 18.21 121,607 19.21 Supply Plan Update 2030 2035 Per Capita Per Capita Demand Demand Demand Demand Population (GPCPD) (MGD) Population (GPCPD) (MGD) Boynton Beach83,90115813.2687,21815513.52 Unincorporated Palm Beach 37,0921585.8638,0811555.90 County Village of Hypoluxo6431580.106741550.10 Town of Ocean Ridge2,0671580.332,1551550.33 Town of Briny Breezes9131580.149241550.14 Town of Gulfstream2281580.042311550.04 Total Population Based Upon Jurisdictional 124,844 19.73 129,283 20.04 * Population Figures SFWMD Lower East Coast Regional Water 127,972 20.22 134,337 21.23 Supply Plan Update Note: *: Source: PZ&B 2013 Population Allocation Model A132321.01 / January 2015 Page 373 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 20 Boynton Beach, Florida Table 3-5 Proposed Service Area Projected Average Per Average Maximum Population in MANALAPAN MHPs Total Capita Maximum Per Daily Water Daily Water Projected Projected Projected Demand Capita Demand Demand Demand (1) Service Area Population Population Population (GPCPD) (GPCPD) (MGD) (MGD) Year 2015 2015108,8772,571385111,833158212 17.67 23.71 2016110,1502,601770113,52115821217.9424.07 2017111,4232,6011,155115,17915821218.2024.42 2018112,6962,6011,540116,83715821218.4624.77 2019113,9692,6011,925118,49515821218.7225.12 2020 2020115,2422,7222,310120,274158212 19.00 25.50 2021116,5152,7522,695121,96215821219.2725.86 2022117,7882,7523,080123,62015821219.5326.21 2023119,0612,7523,465125,27815821219.7926.56 2024120,3342,7523,850126,93615821220.0626.91 2025 2025121,6072,8724,235128,714158212 20.34 27.29 2026122,8802,8724,620130,37215821220.6027.64 2027124,1532,8725,005132,03015821220.8627.99 2028125,4262,8725,390133,68815821221.1228.34 2029126,6992,8725,775135,34615821221.3828.69 2030 2030127,9723,0226,160137,154158212 21.67 29.08 2031129,2453,0226,545138,81215821221.9329.43 2032130,5183,0226,930140,47015821222.1929.78 2033131,7913,0227,315142,12815821222.4630.13 2034133,0643,0227,700143,78615821222.7230.48 2035 2035134,3373,1728,085145,594158212 23.00 30.87 Note: 1. Adjusted per capita based on the current service area populations and maximum day standards from the City of Boynton Beach and Town of Manalapan. A132321.01 / January 2015 Page 374 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 21 Boynton Beach, Florida 3.6Water Demand Supply Analysis supply analysis is performed for both existing service area and proposed service area. Tables 3-6, 3-7, and 3-8 summarize potable water availability based on restrictions imposed by the SFWMD and operational issues for both the East and West Water Treatment Systems through 2035 in the existing service area under projected AADF demands, projected maximum month demands with maximum eastern wellfield withdrawal, and projected maximum month demands with maximum ASR withdrawal, respectively. Tables 3-9 and 3-10 summarize potable water availability for both the East and West Water Treatment Systems through 2035 in the proposed service area under projected AADF demands and the projected maximum month demands with maximum eastern wellfield withdrawal, respectively. In conclusion, the City has planned and implemented water facilities expansion including alternative water supply projects that will provide sufficient capacity to meet long-term growth requirements in the existing service area and proposed service area. In addition, by continuing to implement the reclaimed water guidelines previously summarized and by increasing public awareness, it is anticipated that the City will keep per capita use to 158 gpcd by 2035. A132321.01 / January 2015 Page 375 of 720 Table 3-6 Summary of Finished Water Demand and Supply Projections (AADF, MGD) - Existing Service Area Average Average Western Daily Raw Eastern Water Purchase Daily Total Supply Facility Capacity Surficial Year Population Water Surficial From PBC Demand (MGD) Surplus (Deficit) (MGD) (a) Demand Aquifer (MGD) Aquifer (MGD) (MGD) 2015108,87717.2018.307.0011.90118.301.09 2016110,15017.4018.516.5014.36121.063.66 2017111,42317.6018.736.5014.36121.063.46 2018112,69617.8118.946.5014.36121.063.26 2019113,96918.0119.166.5014.36121.063.06 2020115,24218.2119.376.5014.36121.062.85 2021116,51518.4119.586.5014.36121.062.65 2022117,78818.6119.806.5014.36121.062.45 (b) 119,06118.8120.016.5014.36121.552.74 2023 2024120,33419.0120.236.5014.36121.552.53 2025121,60719.2120.446.5014.36121.552.33 2026122,88019.4220.656.5014.36121.552.13 2027124,15319.6220.876.5014.36121.551.93 2028125,42619.8221.086.5014.36121.551.73 (c) 126,69920.0221.306.5014.36121.551.53 2029 2030127,97220.2221.516.5014.36121.551.33 2031129,24520.4221.726.5014.36121.551.13 2032130,51820.6221.946.5014.36121.550.93 2033131,79120.8222.156.5014.36121.550.72 2034133,06421.0222.376.5014.36121.550.52 2035134,33721.2322.586.5014.36121.550.32 Limiting Conditions Total East Wellfield Withdrawal - 7.0 MGD, after completion of the pipeline connecting the Western Wellfield to the Eastern WTP, reduces to 6.5 MGD Total withdrawal allocation is 20.86 MGD on annual average basis East Plant Lime Softening (surficial) - 98.5% recovery efficiency West Plant Nano Treatment (Surficial) = 85% recovery efficiency + 20% bi-pass/blending (a) - Beginning 2016, available Surficial Aquifer water from Western Wellfield is pumped to the East WTP for treatment and distribution (b) - Assuming by the end of 2023, the East WTP is expanded to 24 MGD maximum day production. (c) - Current WUP expires on 12/10/2029. A132321.01 / January 2015 Page 376 of 720 Table 3-7 Summary of Finished Water Max Month Demand and Supply Projections (MGD) - with Maximum East Wellfield Withdrawals - - Existing Service Area Finished Water Equivalent Allocations (Maximum Month Basis MGD) Facility Maximum Water Total Capacity Proposed Floridan Well Month Eastern Average Daily Purchase Supply Year Population Surplus Western Field + LPRO Treatment Demand Surficial (c) Demand (MGD)From PBC ASR (e) (Deficit) Surficial Aquifer (MGD) (a)(b) (MGD) (MGD)(d) Aquifer Finished Raw (MGD) 2013106,33116.8018.147.0011.902.50--120.802.65 2014107,60417.0018.367.0011.902.50--120.802.43 2015108,87717.2018.587.0011.902.50--120.802.22 2016110,15017.4018.806.5015.031.00--122.653.85 2017111,42317.6019.016.5015.031.00--122.653.64 2018112,69617.8119.236.5015.031.00--122.653.42 2019113,96918.0119.456.5015.031.00--122.653.20 2020115,24218.2119.666.5015.031.00--122.652.98 2021116,51518.4119.886.5015.031.00--122.652.77 2022117,78818.6120.106.5015.031.00--122.652.55 (f)(g)119,06118.8120.326.5013.821.001.210.97122.982.67 2023 2024120,33419.0120.536.5013.821.001.210.97122.982.45 2025121,60719.2120.756.5013.821.001.210.97122.982.23 2026122,88019.4220.976.5013.821.001.210.97122.982.01 2027124,15319.6221.196.5013.821.001.210.97122.981.80 2028125,42619.8221.406.5013.821.001.210.97122.981.58 (h) 126,69920.0221.626.5013.821.001.210.97122.981.36 2029 2030127,97220.2221.846.5013.821.001.210.97122.981.15 2031129,24520.4222.056.5013.821.001.210.97122.980.93 2032130,51820.6222.276.5013.821.001.210.97122.980.71 2033131,79120.8222.496.5013.821.001.210.97122.980.49 2034133,06421.0222.716.5013.821.001.210.97122.980.28 2035134,33721.2322.926.5013.821.001.210.97122.980.06 Limiting Conditions Total East Wellfield Withdrawal - 7.0 MGD, after completion of the pipeline connecting the Western Wellfield to the Eastern WTP, reduces to 6.5 MGD Total withdrawal allocation is 22.53 MGD on maximum month basis. East Plant Lime Softening (surficial) - 98.5% recovery efficiency West Plant Nano Treatment (Surficial) = 85% recovery efficiency + 20% bi-pass/blending (a) - Ratio of maximum month to average daily flow is 1.08 based on MOR (2011-2014) (b) - Beginning 2016, available Surficial Aquifer water from Western Wellfield is pumped to the East WTP for treatment and distribution (c) - The combined pumping from the east wellfield and ASR is 9.5 MGD till 2015. Afterwards it will be 7.5 MGD. The City wants operational flexibility to maximize ASR use and minimize wellfield withdrawals during high demand periods and drought conditions. (d) - Maximum month FAS withdrawal is 1.21 MGD (e) - Total water available to system - surficial treatment plus ASR recovery (f) - Assuming by the end of 2023, the East WTP is expanded to 24 MGD maximum day production. (g) - FAS wells are anticipated to be installed by 2023. (h) - Current WUP expires on 12/10/2029. A132321.01 / January 2015 Page 377 of 720 Table 3-8 Summary of Finished Water Max Month Demand and Supply Projections (MGD)) - with Maximum ASR Withdrawals - Existing Service Area Finished Water Equivalent Allocations (Maximum Month Basis MGD) Facility Maximum Average Water Proposed Floridan Well Field + LPRO Capacity Month Total Supply Eastern Daily Purchase Western Treatment Year Population Surplus Demand (c) (e) Demand Surficial From PBC Surficial (MGD) ASR (Deficit) (a) (b) (MGD)(MGD) Aquifer(d) (MGD) Aquifer Finished Raw (MGD) 2013106,33116.8018.144.5011.905.00--120.832.69 2014107,60417.0018.364.5011.905.00--120.832.47 2015108,87717.2018.584.5011.905.00--120.832.25 2016110,15017.4018.802.5015.035.00--122.713.92 2017111,42317.6019.012.5010.005.00--122.713.70 2018112,69617.8119.232.5010.005.00--122.713.48 2019113,96918.0119.452.5010.005.00--122.713.26 2020115,24218.2119.662.5010.005.00--122.713.05 2021116,51518.4119.882.5010.005.00--122.712.83 2022117,78818.6120.102.5010.005.00--122.712.61 119,06118.8120.322.5013.825.001.210.97123.042.73 (f)(g) 2023 2024120,33419.0120.532.5013.825.001.210.97123.042.51 2025121,60719.2120.752.5013.825.001.210.97123.042.29 2026122,88019.4220.972.5013.825.001.210.97123.042.07 2027124,15319.6221.192.5013.825.001.210.97123.041.86 2028125,42619.8221.402.5013.825.001.210.97123.041.64 (h) 126,69920.0221.622.5013.825.001.210.97123.041.42 2029 2030127,97220.2221.842.5013.825.001.210.97123.041.21 2031129,24520.4222.052.5013.825.001.210.97123.040.99 2032130,51820.6222.272.5013.825.001.210.97123.040.77 2033131,79120.8222.492.5013.825.001.210.97123.040.55 2034133,06421.0222.712.5013.825.001.210.97123.040.34 2035134,33721.2322.922.5013.825.001.210.97123.040.12 Limiting Conditions Total East Wellfield Withdrawal - 7.0 MGD, after completion of the pipeline connecting the Western Wellfield to the Eastern WTP, reduces to 6.5 MGD Total withdrawal allocation is 22.53 MGD on maximum month basis. East Plant Lime Softening (surficial) - 98.5% recovery efficiency West Plant Nano Treatment (Surficial) = 85% recovery efficiency + 20% bi-pass/blending (a) - Ratio of maximum month to average daily flow is 1.08 based on MOR (2011-2014) (b) - Beginning 2016, available Surficial Aquifer water from Western Wellfield is pumped to the East WTP for treatment and distribution (c) - The combined pumping from the east wellfield and ASR is 9.5 MGD till 2015. Afterwards it will be 7.5 MGD. ASR well be used to provide most of tne water for the East WTP during maximum month conditions to minimize impacts to the regional system and potential for upconing. (d) - Maximum month FAS withdrawal is 1.21 MGD (e) - Total water available to system - surficial treatment plus ASR recovery (f) - Assuming by the end of 2023, the East WTP is expanded to 24 MGD maximum day production. (g) - FAS wells are anticipated to be installed by 2023. (h) - Current WUP expires on 12/10/2029. A132321.01 / January 2015 Page 378 of 720 Table 3-9 Summary of Finished Water Demand and Supply Projections (AADF, MGD) - Proposed Service Area Finished Water Equivalent Allocations Allocation From Manalapan Average Facility (Annual Average Daily Basis MGD)Floridan Average Water Daily Raw Total Capacity Daily Purchase Year Population Water Supply Surplus Western Eastern Demand From PBC Raw From Finished Demand (MGD) (Deficit) (c) Surficial Surficial Raw (MGD)(MGD) (b) Water Manalapan (MGD)(MGD) (a) Aquifer Aquifer 2013108,75217.1818.287.0011.90-1.341.07119.372.18 2014110,10017.4018.517.0011.90-1.341.07119.371.97 2015111,83317.6718.807.0011.90-1.341.07119.371.70 2016113,52117.9419.086.5014.360.581.341.07122.644.71 2017115,17918.2019.366.5014.360.581.341.07122.644.44 2018116,83718.4619.646.5014.360.581.341.07122.644.18 2019118,49518.7219.926.5014.360.581.341.07122.643.92 2020120,27419.0020.226.5014.360.581.341.07122.643.64 2021121,96219.2720.506.5014.360.581.341.07122.643.37 2022123,62019.5320.786.5014.360.581.341.07122.643.11 (d) (e) 125,27819.7921.066.5014.360.581.341.07123.193.39 2023 2024126,93620.0621.346.5014.360.581.341.07123.193.13 2025128,71420.3421.636.5014.360.581.341.07123.192.85 2026130,37220.6021.916.5014.360.581.341.07123.192.59 2027132,03020.8622.196.5014.360.581.341.07123.192.33 2028133,68821.1222.476.5014.360.581.341.07123.192.07 (f) 135,34621.3822.756.5014.360.581.341.07123.191.80 2029 2030137,15421.6723.056.5014.360.581.341.07123.191.52 2031138,81221.9323.336.5014.360.581.341.07123.191.26 2032140,47022.1923.616.5014.360.581.341.07123.190.99 2033142,12822.4623.896.5014.360.581.341.07123.190.73 2034143,78622.7224.176.5014.360.581.341.07123.190.47 2035145,59423.0024.476.5014.360.581.341.07123.190.18 Limiting Conditions Total East Wellfield Withdrawal - 7.0 MGD, after completion of the pipeline connecting the Western Wellfield to the Eastern WTP, reduces to 6.5 MGD Total withdrawal allocation is 20.86 MGD on annual average basis for the City and 1.915 MGD for Manalapan. East Plant Lime Softening (surficial) - 98.5% recovery efficiency West Plant Nano Treatment (Surficial) = 85% recovery efficiency + 20% bi-pass/blending Manalapan Plant RO Treatment (Floridan) = 80% recovery efficiency (a) - Beginning 2016, available Surficial Aquifer water from Western Wellfield is pumped to the East WTP for treatment and distribution (b) - By 2023, all surficial raw water in treated at the east WTP. (c) - Manalapan RO plant is still in operation (d) - Assuming by the end of 2023, the East WTP is expanded to 24 MGD maximum day production. (e) - FAS wells are anticipated to be installed by 2023. (f) - Current WUP expires on 12/10/2029. A132321.01 / January 2015 Page 379 of 720 Table 3-10 Summary of Finished Water Max Month Demand and Supply Projections (MGD) - with Maximum East Wellfield Withdrawals - Proposed Service Area Finished Water Equivalent Allocations (Maximum Month Basis MGD) Facility Proposed Floridan Well Field Allocation From Water Maximum Month Average Daily Capacity + LPRO Treatment Manalapan Total Supply Purchase Population Demand Demand (MGD) Surplus Year Eastern Surficial Raw From Western (g) From PBC (d) (MGD) ASR (MGD)(a)(Deficit) (b) (c) Surficial Aquifer Aquifer Manalapan (MGD) (MGD) Finished (e) (f) Finished Raw Raw Water 2013108,75217.1818.567.0011.90-2.50--1.721.38122.173.61 2014110,10017.4018.797.0011.90-2.50--1.721.38122.173.38 2015111,83317.6719.087.0011.90-2.50--1.721.38122.173.08 2016113,52117.9419.376.5015.03-1.00--1.721.38124.034.66 2017115,17918.2019.656.5015.03-1.00--1.721.38124.034.38 2018116,83718.4619.946.5015.03-1.00--1.721.38124.034.10 2019118,49518.7220.226.5015.03-1.00--1.721.38124.033.81 2020120,27419.0020.526.5015.03-1.00--1.721.38124.033.51 2021121,96219.2720.816.5015.03-1.00--1.721.38124.033.22 2022123,62019.5321.096.5015.03-1.00--1.721.38124.032.94 (h) (i)125,27819.7921.386.5013.820.581.001.210.971.721.38124.933.56 2023 2024126,93620.0621.666.5013.820.581.001.210.971.721.38124.933.27 2025128,71420.3421.966.5013.820.581.001.210.971.721.38124.932.97 2026130,37220.6022.256.5013.820.581.001.210.971.721.38124.932.69 2027132,03020.8622.536.5013.820.581.001.210.971.721.38124.932.40 2028133,68821.1222.816.5013.820.581.001.210.971.721.38124.932.12 (j) 135,34621.3823.106.5013.820.581.001.210.971.721.38124.931.84 2029 2030137,15421.6723.406.5013.820.581.001.210.971.721.38124.931.53 2031138,81221.9323.696.5013.820.581.001.210.971.721.38124.931.25 2032140,47022.1923.976.5013.820.581.001.210.971.721.38124.930.96 2033142,12822.4624.256.5013.820.581.001.210.971.721.38124.930.68 2034143,78622.7224.546.5013.820.581.001.210.971.721.38124.930.40 2035145,59423.0024.846.5013.820.581.001.210.971.721.38124.930.09 Limiting Conditions Total East Wellfield Withdrawal - 7.0 MGD, after completion of the pipeline connecting the Western Wellfield to the Eastern WTP, reduces to 6.5 MGD Total withdrawal allocation is 22.53 MGD on maximum month basis. East Plant Lime Softening (surficial) - 98.5% recovery efficiency West Plant Nano Treatment (Surficial) = 85% recovery efficiency + 20% bi-pass/blending (a) - Ratio of maximum month to average daily flow is 1.08 based on MOR (2011-2014) (b) - Beginning 2016, available Surficial Aquifer water from Western Wellfield is pumped to the East WTP for treatment and distribution (c) - By 2023, all surficial raw water in treated at the east WTP. (d) - The combined pumping from the east wellfield and ASR is 9.5 MGD till 2015. Afterwards it will be 7.5 MGD. The City wants operational flexibility to maximize ASR use and minimize wellfield withdrawals during high demand periods and drought conditions. (e) - Maximum month FAS withdrawal is 1.21 MGD (f) - Manalapan RO plant is still in operation (g) - Total water available to system - surficial treatment plus ASR recovery (h) - Assuming by the end of 2023, the East WTP is expanded to 24 MGD maximum day production. (i) - FAS wells are anticipated to be installed by 2023. (j) - Current WUP expires on 12/10/2029. A132321.01 / January 2015 Page 380 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 27 Boynton Beach, Florida 4.0Water Supply Projects Identification 4.1Water Supply Projects Update This section details the water supply projects that will be implemented in order to meet the City water demands through 2035, particularly in the next five years. The City will be continuously actively engaged in diversifying it sources of water supply over the next planning period. At present, the City is dependent upon the Surficial Aquifer as a supply, but also has two ASR wells in operation. The overall Aquifer during the dry season of the year, while maximizing availability of Surficial Aquifer water during the wet season. Anticipating additional restrictions on the Surficial Aquifer, the City has developed a Water Supply Plan that calls for the following actions: eastern wellfield with additional water from the west. The withdrawal from the eastern field is limited due to its proximity to the Atlantic Ocean while the East WTP has idle capacity; Reuse distribution system expansion (eight MGD); and Continue to increase efforts to conserve ultimately keeping and may lowing the per capita usage of 158 gpd by 2035. 4.1.1Wellfield Interconnection Project Raw Water Main According 50-00499-W, withdrawals from the Eastern Wellfield are limited to seven MGD on average, while withdrawals from the Western Wellfield are 13.86 MGD on average. The East WTP has idle treatment capacity because of limited withdrawals. By interconnecting the two water treatment plants, the city will be able to take full advantage of the East treatment capacity by pumping water from the West Wellfield to the East WTP. Also at this location, the City can store the water in their two ASR wells. This complete wellfield interconnection project will include three parts: the construction of a pumping station at the West WTP, approximately seven miles of 36-inch raw water piping, and WTP to remove color and naturally occurring organic content prior to lime softening. The raw water main project is broken down into three phases: Section A: along Military Trail from the West WTP to the intersection of Woolbright Road and Military Trail; Section B: along Woolbright Road from the intersection of Woolbright Road and Military Trail to the intersection of Woolbright Road and Congress Avenue; and Section C: along the route of Woolbright Road, beginning west of Congress Avenue and ending east of Interstate 95. Both Section A and Section B are completed. Construction of Section C is expected to start in early 2015 and complete in the end of 2015. Table 4-1 provides a summary of the project, funding source and expenditure by year. This project has been approved and funded by the City Commission. A132321.01 / January 2015 Page 381 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 28 Boynton Beach, Florida Table 4-1 Summary of Wellfield Interconnection Project - Raw Water Main Raw water main, transmission line from the West Wellfield to East WTP : From West Wellfiled to East Wellfield : Expansion of the water treatment system by conveying water from the west wellfield to the East WTP. The project includes approximately last two miles of 36-inch diameter raw water main. The project is part of a larger scope to get western wellfield water from the west to the East WTP. In essence, there are three parts, pipeline, treatment, and pump station system to pump the water. : It will allow the City to utilize water from the western wellfield at both treatment plants, and reduce long-term demands at the eastern wellfield. The eastern field is limited due to its proximity to the Atlantic Ocean. (UE Obj. 3C.1, Policy 3C.1.10, 3D.1.1) : Capital Facilities Fund (404) Estimated CostFY 14/15FY 15/16FY 16/17FY 17/18FY 18/19Project Total Design* $97,327 $0$0$0$0$97,327 Construction $4,402,673 $0$0$0$0$4,402,673 Other $0$0$0$0$0$0 TOTAL $4,500,000 $0$0$0$0$4,500,000 *: Adjusted based on 2013-2014 Adopted Budget. 4.1.2Wellfield Interconnection Project Ionic Exchange Water Treatment Process Located at the East WTP This project is another major component of the larger effort to move raw water from the West WTP to the East WTP. An ion exchange pre-treatment system situated at the East WTP will be necessary to pre-treat the water. A waste stream from the ion exchange units will be transported back and disposed of via the deep injection well located at the West WTP. Table 4-2 provides a summary of the project, funding source, estimated cost and expenditure by year. The conceptual design in underway and it is anticipated that this project will complete in September 2016. This project has been approved by the City Commission and is funded in Table 4-2 Summary of Ionic Exchange, Water Treatment Located at the East WTP Plant Ionic exchange, water treatment located at the East WTP : East WTP : This project is a subset of the larger effort to move raw water from the West WTPto the East WTP. An ion exchange pre-treatment system situated at the East WTP will be necessary to pre-treat the water. A waste stream from the ion exchange units will be disposed of via the deep injection well. The project is part of a larger scope to get western wellfield water from the west to the East WTP. In essence, there are three parts, pipeline, pump station system to pump the water, and treatment. It will allow the City to utilize water from the western wellfield at both treatment plants, and reduce long-term demands at the eastern wellfield. The eastern field is limited due to its proximity to the Atlantic Ocean. (UE Obj. 3C.1, Policy 3C.1.10, 3D.1.1) : Capital Facilities Fund (404) Estimated CostFY 14/15FY 15/16FY 16/17FY 17/18FY 18/19Project Total Design $410,000 $0$0$0$0$438,398 Construction $15,985,195 $0$0$0$0$22,727,184 Other $0$0$0$0$0$0 TOTAL $16,395,195 $0$0$0$0$23,165,582 A132321.01 / January 2015 Page 382 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 29 Boynton Beach, Florida 4.1.3East WTP Rehabilitation Groundwater Rule Regulation Rule FAC 62-555 requires that suppliers of water using ground water that is not under the direct influence of surface water but that is exposed during treatment to the open atmosphere and possible microbial contamination shall provide treatment that reliably achieves at least four-log inactivation or removal of viruses before or at the first customer at all flow rates. This Statute is a direct response of the United States Environmental Protection Agency promulgation of the Ground Water Rule, which establishes additional microbial and disinfectant monitoring requirements for systems using groundwater as a source. This project will proactively establishes four-log inactivation/removal of viruses, it will be exempt from the triggered source water fecal indicator monitoring requirements of this rule, as well as potentially reduce the extent to which corrective action would be needed if any deficiency were to be uncovered during a sanitary survey. Table 4-3 provides a summary of the project, funding source, estimated cost and expenditure by year. Table 4-3 Summary of East WTP Rehabilitation Groundwater Rule Regulation Rule Summary of East WTP RehabilitationGround Water Regulation Rule : East WTP : Modifications to the East WTPto accommodate the requirements of the Environmental Protection Agency (EPA)Groundwater Rule and make the plant compliant with the regulations on fourLog Virus Deactivation. This project is part of a larger scope that is rehabilitating the East WTP, meeting regulatory requirements, increasing capacity and making it more energy efficient. This is an unfunded mandate. In December 2009, the EPA introduced the new Ground Water Rule. The rule mandates new testing requirements for water distribution systems fed from ground water as the source. In order to meet the requirements of the rule medium and large-size water treatment facilities need to acquire fourLog Virus Deactivation certification from the Health Department. This project implements the recommendations of our engineering consultants to meet the requirements of the rule. The other improvement work is consolidated in the progressive design built project. : Capital Improvement Program (403) Estimated CostFY 14/15FY 15/16FY 16/17FY 17/18FY 18/19Project Total Design $75,000 $0$0$0$0$75,000 Construction $563,280$0$0$0$0$563,280 Other $60,000 $0$0$0$0$60,000 TOTAL $698,280 $0$0$0$0$698,280 4.1.4East WTP Modifications Related to Growth, Storage and Energy Efficiency 3MG Storage Tank This project will add additional 3 MG storage tank,new high efficiency High Service Pumps and transfer pumps to the water supply system. It will provide additional emergency storage of finished water and keep the pressure in the citywide distribution system. High efficiency service pumps will reduce energy consumption. Table 4-4 provides a summary of the project, funding source, estimated cost and expenditure by year. A132321.01 / January 2015 Page 383 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 30 Boynton Beach, Florida Table 4-4 Summary of East WTP Modifications Related to Growth, Storage and Energy Efficiency 3MG Storage Tank Summary of EastWTPModifications Related to Growth, Storage and Energy Efficiency 3MG Storage Tank : East WTP : East WTPrehabilitation including additional 3MG Storage Tank and new high efficiency High Service Pumps and transfer pumps. This project is part of a larger scope that is rehabilitating the East WTP, meeting regulatory requirements, increasing capacity and makingit more energy efficient. The technical review of the East WTPhas identified several additional recommendations to improve the operation and reduce cost.The new storage tank provides additional emergency storage of finished water for emergency relief and fire protection citywide. In addition this would require new high service pumps which would be designed to be high efficiency to reduce energy consumption. : Capital Improvement Program (403) Estimated CostFY 14/15FY 15/16FY 16/17FY 17/18FY 18/19Project Total Design$0$705,000$0$0$0$705,000 Construction$0$2,951,000$0$0$0$2,951,000 Other$0$604,000 $0$0$0$604,000 TOTAL$0 $4,260,000 $0$0$0$4,260,000 4.1.5Expansion of Reclaimed Water System to Achieve 8 MGD The reuse distribution system has completed a Phase I trunk line from the plant to some distribution destination areas. The next area identified and a part of the CUP credit towards potable water is the Lawrence Road Corridor to include Cypress Creek Country Club. Completed projects include Seacrest from the Library to C-16 Canal, SE Federal Hwy/ 4th Street Corridor and Galaxy Elementary. This project will deliver an additional 1.73 MGD in 2015. The City needs assistant of South Florida Water Management District (SFWMD) in transforming the potential users from irrigation withdrawal users to reclaimed water users. Table 4-5 provides a summary of the project, funding source, estimated cost and expenditure CIP. Table 4-5 Summary of Expansion of Reuse Water System Project Reuse Distribution Systems, to achieve full 8 MGD : Lawrence Road Corridor : The reuse distribution system has completed a Phase I trunk line from the plant to some distribution destination areas. The next area identified and a part of the Consumptive Use Permit credit towards potable water is the Lawrence Road Corridor to include Cypress Creek Country Club. Completed projects include Seacrest from the Library to C-16 Canal, SE Federal Hwy/ 4th StreetCorridor and Galaxy Elementary. : The City intends to use expansion of the reclaimed water system as a means of securing additional water allocations from the Surficial aquifer. : Capital Facilities Fund (404) Estimated CostFY 14/15 FY 15/16 FY 16/17 FY 17/18FY 18/19Project Total Design$0$0$0$0$0$0 Construction$1,844,358$2,000,000 $2,000,000 $0$2,000,000 $8,000,000 A132321.01 / January 2015 Page 384 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities DepartmentPage 31 Boynton Beach, Florida Other$0$0$0$0$0$0 TOTAL$1,844,358$2,000,000 $2,000,000 $0$2,000,000 $8,000,000 4.1.6Other Water Supply Projects Beyond Five Years When the raw water main project (Section 4.1.1) is completed, in order to treat raw water coming from the West Wellfield at the East WTP and accommodate the future water demands beyond 2020, the City is also planning to expand the East WTP from 19.2 MGD to 24 MGD. East WTP improvement and rehabilitation project will increase plant capacity to 24 MGD including rehabilitation of the East Softening Basin, valve replacement, additional lime Storage and other process chemical systems to meet Federal and State code and replacement of the electrical systems to provide additional generating capacity and new electrical switch gear. The City will revisit the necessity of West WTP RO conversion beyond five years. The current CUP allows approximately 1.21 MGD of Floridan Aquifer withdrawal by 2023. 4.2Summary The City has successfully implemented a well planned program to provide and maintain permanent water supply, residents. The current Capital Program includes requisite improvements and budgets to address ongoing renewal and replacement needs of the existing systems, as well as provide for treatment capacity expansion to help meet projected water demands for the future (See Appendix B). Particularly, when projects mentioned in Section 4.1 are implemented, a surplus will be made available each year throughout the planning period in the both existing service area and the proposed expanded service area. A132321.01 / January 2015 Page 385 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities Department Boynton Beach, Florida APPENDIX A Second Amendment to the Interlocal Agreement between Palm Beach County and the City of Boynton Beach for the Purchase and Sale of Bulk Potable Water A132321.01 / January 2015 Page 386 of 720 Page 387 of 720 Page 388 of 720 Page 389 of 720 Page 390 of 720 Page 391 of 720 Page 392 of 720 Page 393 of 720 Page 394 of 720 Page 395 of 720 Page 396 of 720 10-Year Water Supply Facilities Work Plan Update City of Boynton Beach Utilities Department Boynton Beach, Florida APPENDIX B City of Boynton Beach Utility Improvement Plan 5-Year Plan with Project Budget and Funding Source A132321.01 / January 2015 Page 397 of 720 '-8=3*&3=2832&)%', 98-0-8='%4-8%0-1463:)1)2840%2 '-4*-2%2'-%07911%6=6)4368[MXL*92(&%0%2') 4VSTSWIH%GGSYRX 463.)'84VSNIGX 463.)'8 '-4 %HSTXIH 4VSNIGX2EQI %ZEMPEFPI 46-36=6)\TIRHMXYVIW$)RGYQFVERGIW 4VSNIGX 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