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Home My WebLink About08/05/2010 - Agenda Packet - Planning & Zoning CommissionÐ´¿²²·²¹ ú Æ±²·²¹ Ý±³³··±² ß«¹«¬ ëô îðïð êæðð ÐòÓò Ý·¬§ Ø¿´´ Ý±«²½·´ Ý¸¿³¾»® ïïðï Ì»¨¿ ßª»²«»ô Ý±´´»¹» Í¬¿¬·±²ô Ì»¨¿ èÛÚÐ×ÍÖùÍÎÈ×ÎÈÉ ûÕ×ÎØÛ ìÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎÊ×ÕÛÊØÓÎÕÛÎ ÇÌØÛÈ×ÈÍÈÔ×ùÍÏÏÓÉÉÓÍÎÍÎÈÔ×ÉÈÛÈÇÉÍÖÓÈ×ÏÉÅÓÈÔÓÎÈÔ× ìâìÐÛÎÍÖåÍÊÑÉ××ÛÈÈÛÙÔ×Øòé ìâìÐÛÎÍÖåÍÊÑ òÇÐÃ ¾åÍÊÑÉÔÍÌ øÊÛÖÈïÓÎÇÈ×É òÇÐÃ ¾ê×ÕÇÐÛÊ øÊÛÖÈïÓÎÇÈ×É ìÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎÍÖÛìÊ×ÐÓÏÓÎÛÊÃ ìÐÛÈÖÍÊÈÔ×÷ÛÉÈõÛÈ×úÇÉÓÎ×ÉÉìÛÊÑéÇÚØÓÆÓÉÓÍÎÙÍÎÉÓÉÈÓÎÕÍÖ ÐÍÈÉÍÎ ÛÙÊ×ÉÐÍÙÛÈ×ØÛÈ éÈÛÈ×ôÓÕÔÅÛÃ Õ×Î×ÊÛÐÐÃÐÍÙÛÈ×ØÛÈÈÔ×ÉÍÇÈÔÅ×ÉÈÙÍÊÎ×ÊÍÖÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖ éÈÛÈ×ôÓÕÔÅÛÃ ÛÎØîÇÎÎòÍÎ×ÉêÍÛØÓÎÈÔ×ùÓÈÃÍÖùÍÐÐ×Õ× éÈÛÈÓÍÎ÷ÄÈÊÛÈ×ÊÊÓÈÍÊÓÛÐòÇÊÓÉØÓÙÈÓÍÎ÷èòùÛÉ× òì éÈÛÖÖê×ÌÍÊÈ ûÌÌÐÓÙÛÈÓÍÎ ìÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎÍÖÛöÓÎÛÐìÐÛÈÖÍÊ ÈÔ×ûÐ×ÄÛÎØÊÓÛìÔÛÉ×éÇÚØÓÆÓÉÓÍÎÙÍÎÉÓÉÈÓÎÕÍÖÐÍÈÉÍÎ ÛÙÊ×ÉÕ×Î×ÊÛÐÐÃÐÍÙÛÈ×ØÛÈÈÔ×ÉÍÇÈÔ×ÛÉÈÙÍÊÎ×ÊÍÖÈÔ× ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖ÷ÛÕÐ×ûÆ×ÎÇ×ÛÎØî×ÅÌÍÊÈðÛÎ×ùÛÉ× òé éÈÛÖÖê×ÌÍÊÈ ûÌÌÐÓÙÛÈÓÍÎ ìÇÚÐÓÙô×ÛÊÓÎÕÌÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎ Ê×ÕÛÊØÓÎÕÛÎÛÏ×ÎØÏ×ÎÈÈÍÈÔ×çÎÓÖÓ×Øø×Æ×ÐÍÌÏ×ÎÈ íÊØÓÎÛÎÙ×é×ÙÈÓÍÎÉ ê×ÉÓØ×ÎÈÓÛÐøÓÏ×ÎÉÓÍÎÛÐéÈÛÎØÛÊØÉ ÛÎØ ø×ÖÓÎ×Øè×ÊÏÉÊ×ÐÛÈ×ØÈÍÛÐÐÍÅÛÚÐ×Ô×ÓÕÔÈÉÍÖÌÇÚÐÓÙ ÙÓÆÓÙÛÎØÓÎÉÈÓÈÇÈÓÍÎÛÐÉÈÊÇÙÈÇÊ×ÉùÛÉ× òì éÈÛÖÖê×ÌÍÊÈ é×ÙÈÓÍÎ é×ÙÈÓÍÎ é×ÙÈÓÍÎôô×ÓÕÔÈ ìÇÚÐÓÙô×ÛÊÓÎÕÌÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎ Ê×ÕÛÊØÓÎÕÛÎÛÏ×ÎØÏ×ÎÈÈÍÈÔ×çÎÓÖÓ×Øø×Æ×ÐÍÌÏ×ÎÈ íÊØÓÎÛÎÙ×é×ÙÈÓÍÎÉ èÃÌ×ÉÍÖçÉ×ÉÛÎØ éÌ×ÙÓÖÓÙçÉ× éÈÛÎØÛÊØÉÊ×ÐÛÈ×ØÈÍê×ÙÊ×ÛÈÓÍÎÛÐæ×ÔÓÙÐ×êæìÛÊÑÉùÛÉ× ïê ï×ÏÍ é×ÙÈÓÍÎ é×ÙÈÓÍÎ éÌ×ÙÓÖÓÙçÉ×éÈÛÎØÛÊØÉ ìÇÚÐÓÙÔ×ÛÊÓÎÕÌÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎÍÎ ÛÎÛÏ×ÎØÏ×ÎÈÈÍùÔÛÌÈ×Ê ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎùÍØ×ÍÖ íÊØÓÎÛÎÙ×ÉçÎÓÖÓ×Øø×Æ×ÐÍÌÏ×ÎÈíÊØÓÎÛÎÙ×ûÊÈÓÙÐ× ø×Æ×ÐÍÌÏ×ÎÈê×ÆÓ×ÅúÍØÓ×ÉÛÉÓÈÊ×ÐÛÈ×ÉÈÍÈÔ×ÙÊ×ÛÈÓÍÎÍÖÛ úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØõÊ××ÎÅÛÃÉûØÆÓÉÍÊÃúÍÛÊØùÛÉ× æõ ï×ÏÍ ìÊÍÌÍÉ×Øçøíé×ÙÈÓÍÎ úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØ õÊ××ÎÅÛÃÉûØÆÓÉÍÊÃúÍÛÊØ ê×ØÐÓÎ×Øçøíé×ÙÈÓÍÎ éÇÏÏÛÊÃÍÖê×ÆÓ×Å ûÇÈÔÍÊÓÈÃ ìÇÚÐÓÙÔ×ÛÊÓÎÕÌÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎ Ê×ÕÛÊØÓÎÕÛØÍÌÈÓÍÎÍÖÈÔ×ùÍÐÐ×Õ×éÈÛÈÓÍÎåÛÈ×ÊïÛÉÈ×ÊìÐÛÎ øù ï×ÏÍ åÛÈ×ÊïÛÉÈ×ÊìÐÛÎ åÛÈ×ÊïÛÉÈ×ÊìÐÛÎ÷ÎÕÓÎ××ÊÓÎÕê×ÌÍÊÈ ìÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎÖÍÊÙÍÎÉÓØ×ÊÛÈÓÍÎ ÍÖÛÊ×ÙÍÏÏ×ÎØÛÈÓÍÎÈÍùÓÈÃùÍÇÎÙÓÐÍÖÛé×ÏÓûÎÎÇÛÐê×ÌÍÊÈ ÍÎóÏÌÛÙÈö××É ú ÛÎØÛÎ ÛÎÎÇÛÐûÈÈÍÊÎ×Ãõ×Î×ÊÛÐùÍÏÌÐÓÛÎÙ×ù×ÊÈÓÖÓÙÛÈÓÍÎð×ÈÈ×Ê é×ÏÓûÎÎÇÛÐê×ÌÍÊÈ óÏÌÛÙÈö××é×ÊÆÓÙ×ûÊ×ÛÉïÛÌ ðÛÎØçÉ×ïÛÌÉÛÈûØÍÌÈÓÍÎÆÉùÇÊÊ×ÎÈðÛÎØçÉ× ùÍÏÌÐÓÛÎÙ×ù×ÊÈÓÖÓÙÛÈÓÍÎð×ÈÈ×Ê AGENDA PLANNING&ZONINGCOMMISSION WM ORKSHOPEETING T,A05,2010,6:00PM HURSDAYUGUSTAT CHCC ITYALLOUNCILHAMBERS 1101TA EXASVENUE CS,T OLLEGETATIONEXAS 1.Callthemeetingtoorder. 2.Discussionofconsentandregularagendaitems. 3.Discussionof MinorandAmendingPlatsapprovedbyStaff. x FinalPlat-AmendingPlat-EntergySwitchSwitchStation,16.615Acres,Lot1, (MR) Block1 4.Presentation,possibleaction,anddiscussionregardinganupdatetotheCommissionon (JS) thestatusofitemswithinthe2010P&ZPlanofWork(seeattached). 5.Presentation,possibleaction,anddiscussionregardingtheOakwoodHistoric (LK) PreservationStudy. 6.Presentation,possibleaction,anddiscussionregardinganupdateonthefollowingitems: x AComprehensiveLandUseAmendmentof6.326acresfromGeneralCommercial andNaturalAreas-ReservedtoUrbanandNaturalAreas-Reservedfortheproperty locatedat301SouthwestParkway,generallylocatedeastoftheSouthwestCrossing shoppingcenter.ThePlanning&ZoningCommissionheardthisitemon3Juneand voted5-0torecommendapproval.TheCityCouncilheardthisitemon8Julyand voted6-0toapprovetherequest. x ArezoningforCopperCreekCondosfromC-1,GeneralCommercialtoPDD, PlannedDevelopmentDistrictfor6.236acreslocatedat301SouthwestParkway. The Planning&ZoningCommissionheardthisitemon3Juneandvoted5-0to recommendapproval.TheCityCouncilheardthisitemon8Julyandvoted6-0to approvetherequest. x ArezoningforaportionofLot1,Block3andaportionofLots34-36,Block2ofthe SpringCreekGardenSubdivisionPhase3fromA-PAdministrativeProfessionaland R-1SingleFamilyResidentialtoPDDPlannedDevelopmentDistrictfor0.8625acres locatedat4250DecaturDrive,eastoftheintersectionofCandaceCourtandDecatur Drive.ThePlanning&ZoningCommissionheardthisitemon15Julyandvoted6-0 torecommendapproval.TheCityCouncilheardthisitemon22Julyandvoted4-0to approvetherequest. x ArezoningforSpringCreekRetailandOfficeCenterfromA-O,AgriculturalOpen toPDD,PlannedDevelopmentDistrictfor5acreslocatedat1850WilliamD.Fitch Parkway.ThePlanning&ZoningCommissionheardthisitemon17Juneandvoted 3-1torecommenddenialoftherequest.TheCityCouncilheardthisitemon22July andvoted4-0toapprovetherequest. 7.Presentation,possibleaction,anddiscussionregardingtheP&ZCalendarofUpcoming Meetings. x August12,2010~CityCouncilMeeting~CouncilChambers~Workshop3:00p.m. andRegular7:00p.m. x August19,2010~P&ZMeeting~CouncilChambers~Workshop6:00p.m.and Regular7:00p.m. 8.Discussion,reviewandpossibleactionregardingthefollowingmeetings:DesignReview Board,CouncilTransportationCommittee,JointParks/PlanningandZoning Subcommittee,WolfPenCreekOversightCommittee,PlattingRequirementsand StandardsSubcommittee,NeighborhoodPlanStakeholderResourceTeam,Code CoordinationSubcommittee. 9.Discussionandpossibleactiononfutureagendaitems–APlanningandZoningMember mayinquireaboutasubjectforwhichnoticehasnotbeengiven.Astatementofspecific factualinformationortherecitationofexistingpolicymaybegiven.Anydeliberation shallbelimitedtoaproposaltoplacethesubjectonanagendaforasubsequentmeeting. 10.Adjourn. ConsultationwithAttorney{Gov'tCodeSection551.071};possibleaction. ThePlanningandZoningCommissionmayseekadvicefrom itsattorneyregardingapendingandcontemplated litigationsubject orattorney-clientprivilegedinformation.Afterexecutivesessiondiscussion,anyfinalactionorvotetakenwillbe inpublic.If litigationorattorney-clientprivilegedinformationissuesariseastothepostedsubjectmatterofthisPlanningandZoning Commissionmeeting,anexecutivesessionwillbeheld. Notice isherebygiventhataWorkshopMeetingofthe CollegeStationPlanningandZoning Commission, CollegeStation, TexaswillbeheldontheThursday,August05,2010at6:00PMattheCityHallCouncilChambers,1101TexasAvenue, CollegeStation,Texas.Thefollowingsubjectswillbediscussed,towit:SeeAgenda. Postedthisthe_____dayofJuly,2010at_______ , CITYOFCOLLEGESTATION,TEXAS By_____________________________ Connie Hooks,CitySecretary I,theundersigned,doherebycertifythattheaboveNoticeoftheWorkshopMeetingofthePlanningandZoning CommissionoftheCityofCollegeStation,Texas,isatrueandcorrectcopyofsaidNoticeandthatIpostedatrueand correctcopyofsaidnoticeonthebulletinboardatCityHall,1101TexasAvenue,inCollegeStation,Texas,andtheCity’s website,www.cstx.gov.TheAgendaandNoticearereadilyaccessibletothegeneralpublicatalltimes.SaidNoticeand AgendawerepostedonJuly___,2010,at_______andremainedsopostedcontinuouslyforatleast72hourspreceding thescheduledtimeofsaidmeeting. ThispublicnoticewasremovedfromtheofficialpostingboardattheCollegeStationCity Hallonthefollowingdateand time:______________________by_________________________. Datedthis_____dayof_____________,2010. CITYOFCOLLEGESTATION,TEXAS By_____________________________ Subscribedandsworntobeforemeonthisthedayof_______________,2010. NotaryPublic-BrazosCounty,Texas Mycommissionexpires: Thisbuilding iswheelchairaccessible.Handicapparkingspacesareavailable.Anyrequestforsigninterpretiveservice mustbemade48hoursbeforethemeeting.Tomakearrangementscall(979)764-3517or(TDD)1-800-735-2989. Agendasmaybeviewedonwww.cstx.gov.PlanningandZoningCommissionmeetingsarebroadcastliveonCableAccess Channel19. AGENDA PLANNINGANDZONINGCOMMISSION RM EGULAREETING T,A05,2010,7:00PM HURSDAYUGUSTAT CHCC ITYALLOUNCILHAMBERS 1101TA EXASVENUE CS,T OLLEGETATIONEXAS 1.Callmeetingtoorder. HearCitizens. 2.Atthistime,theChairmanwillopenthefloortocitizenswishingto addresstheCommissiononplanningandzoningissuesnotalreadyscheduledontonight's agenda.Thecitizenpresentationswillbelimitedtothreeminutesinorderto accommodateeveryonewhowishestoaddresstheCommissionandtoallowadequate timeforcompletionoftheagendaitems.TheCommissionwillreceivetheinformation, askcitystafftolookintothematter,orwillplacethematteronafutureagendafor discussion.(Arecordingismadeofthemeeting;pleasegiveyournameandaddressfor therecord.) AllmatterslistedunderItem3,ConsentAgenda,areconsideredroutinebythePlanningand ZoningCommissionandwillbeenactedbyonemotion.Theseitemsincludepreliminaryand finalplats,wherestaffhasfoundcompliancewithallminimumsubdivisionregulations.All itemsapprovedbyConsentareapprovedwithanyandallstaffrecommendations.Therewillnot beseparatediscussionoftheseitems.IfanyCommissionerdesirestodiscussanitemonthe Consent Agendaitwillbemovedtothe RegularAgendaforfurtherconsideration. ConsentAgenda 3.. 3.1Consideration,discussion,andpossibleactiontoapprovemeeting Minutes. x July15,2010~Workshop x July15,2010~Regular 3.2Presentation,possibleaction,anddiscussionofaPreliminaryPlatfortheEast GateBusinessParkSubdivisionconsistingof17lotson46.04acreslocatedat 10022StateHighway30,generallylocatedatthesouthwestcornerofthe intersectionofStateHighway30andNunnJonesRoadintheCityofCollege Case#10-00500130(JP) Station ExtraterritorialJurisdiction(ETJ). 3.3Presentation,possibleaction,anddiscussionofaFinalPlatfortheAlexandria Phase6Subdivisionconsistingof17lotson14.859acres,generallylocatedatthe Case# southeastcorneroftheintersectionofEagleAvenueandNewportLane. 10-00500110(JS) RegularAgenda 4.Consideration,discussion,andpossibleactiononitemsremovedfromtheConsent AgendabyCommissionaction. 5.Publichearing,presentation,possibleaction,anddiscussionregardinganamendmentto theUnifiedDevelopmentOrdinance,Sections5.2"ResidentialDimensionalStandards" and11.2"DefinedTerms"relatedtoallowableheightsofpublic,civic,andinstitutional Case#10-00500134(JP) structures. 6.Publichearing,presentation,possibleaction,anddiscussionregardinganamendmentto theUnifiedDevelopmentOrdinance,Sections6.2"TypesofUses"and6.3"SpecificUse Case#10-00500137(MR) Standards"relatedtoRecreationalVehicle(RV)Parks. 7.Publichearing,presentation,possibleaction,anddiscussionregardinganamendmentto theUnifiedDevelopmentOrdinance,Article2“DevelopmentReviewBodies”asit Case# relatestothecreationofaBicycle,Pedestrian,andGreenwaysAdvisoryBoard. 10-00500135(VG) 8.Publichearing,presentation,possibleaction,anddiscussionregardingadoptionofthe (DC) CollegeStationWaterMasterPlan. 9.Presentation,possibleaction,anddiscussionforconsiderationofarecommendationto CityCouncilofaSemi-AnnualReportonImpactFees92-01,97-01,97-02B,99-01,03- (CC) 02,andanannualAttorneyGeneralComplianceCertification Letter. 10.Discussionandpossibleactiononfutureagendaitems–APlanningandZoningMember mayinquireaboutasubjectforwhichnoticehasnotbeengiven.Astatementofspecific factualinformationortherecitationofexistingpolicymaybegiven.Anydeliberation shallbelimitedtoaproposaltoplacethesubjectonanagendaforasubsequentmeeting. 11.Adjourn. ConsultationwithAttorney{Gov'tCodeSection551.071};possibleaction. ThePlanningandZoningCommissionmayseekadvicefrom itsattorneyregardingapendingandcontemplated litigationsubject orattorney-clientprivilegedinformation.Afterexecutivesessiondiscussion,anyfinalactionorvotetakenwillbe inpublic.If litigationorattorney-clientprivilegedinformationissuesariseastothepostedsubjectmatterofthisPlanningandZoning Commissionmeeting,anexecutivesessionwillbeheld. NoticeisherebygiventhataRegularMeetingoftheCollegeStationPlanningandZoningCommission,CollegeStation, TexaswillbeheldontheThursday,August05,2010at7:00PMattheCityHallCouncilChambers,1101TexasAvenue, CollegeStation,Texas.Thefollowingsubjectswillbediscussed,towit:SeeAgenda. Postedthisthe_____dayofJuly,2010,at_______ CITYOFCOLLEGESTATION,TEXAS By_____________________________ Connie Hooks,CitySecretary I,theundersigned,doherebycertifythattheaboveNoticeofMeetingofthePlanningandZoningCommissionoftheCity ofCollegeStation,Texas, isatrueandcorrectcopyofsaidNoticeandthatIpostedatrueandcorrectcopyofsaidnotice onthebulletinboardatCityHall,1101TexasAvenue,inCollegeStation,Texas,andtheCity’swebsite,www.cstx.gov. TheAgendaandNoticearereadilyaccessibletothegeneralpublicatalltimes.SaidNoticeandAgendawerepostedon July___,2010,at_______andremainedsopostedcontinuouslyforat least72hoursprecedingthescheduledtimeofsaid meeting. ThispublicnoticewasremovedfromtheofficialpostingboardattheCollegeStationCity Hallonthefollowingdateand time:______________________by_________________________. Datedthis_____dayof_____________,2010. CITYOFCOLLEGESTATION,TEXAS By_____________________________ Subscribedandsworntobeforemeonthisthedayof_______________,2010. NotaryPublic-BrazosCounty,Texas Mycommissionexpires: Thisbuilding iswheelchairaccessible.Handicapparkingspacesareavailable.Anyrequestforsigninterpretiveservice mustbemade48hoursbeforethemeeting.Tomakearrangementscall(979)764-3517or(TDD)1-800-735-2989. Agendasmaybeviewedonwww.cstx.gov.PlanningandZoningCommissionmeetingsarebroadcastliveonCableAccess Channel19. Planning&ZoningCommission2010PlanofWork Community & Neighborhood Planning ComprehensivePlanImplementation éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É åÛÈ×ÊïÛÉÈ×ÊìÐÛÎÇÌØÛÈ×ÛÈìâåÍÊÑÉÔÍÌ ùÍÇÎÙÓÐóÎÓÈÓÛÈÓÆ×ùÍÎÈÓÎÇ×ÓÏÌÐ×Ï×ÎÈÛÈÓÍÎÍÖ ùÍÏÌìÐÛÎûÎÎÇÛÐê×ÆÓ×ÅÛÈùÍÇÎÙÓÐ ùÍÏÌÊ×Ô×ÎÉÓÆ×ìÐÛÎÈÔÊÍÇÕÔÙÍÏÌÐ×ÈÓÍÎÍÖÊ×ÐÛÈ×Ø ÏÛÉÈ×ÊÌÐÛÎÉÛÎØÛØÍÌÈÓÍÎÍÖÎ×ÅÂÍÎÓÎÕØÓÉÈÊÓÙÈÉÛÎØ ìâÙÍÎÉÓØ×ÊÛÈÓÍÎÍÖåÛÈ×ÊïÛÉÈ×ÊìÐÛÎ ÍÈÔ×ÊÊ×ÆÓÉÓÍÎÉÈÍÓÏÌÐ×Ï×ÎÈÈÔ×ìÐÛÎ ùÍÇÎÙÓÐÙÍÎÉÓØ×ÊÛÈÓÍÎÍÖåÛÈ×ÊïÛÉÈ×Ê ìÐÛÎ éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎíÎÕÍÓÎÕ Bicycle,Pedestrian,and GreenwaysMasterPlanImplementation éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É 8/5/10 ùÍÇÎÙÓÐóÎÓÈÓÛÈÓÆ×ú×ÕÓÎÓÏÌÐ×Ï×ÎÈÛÈÓÍÎÈÔÊÍÇÕÔÈÔ×ìâÙÍÎÉÓØ×ÊÛÈÓÍÎÍÖÙÊ×ÛÈÓÍÎÍÖúÓÙÃÙÐ× ÙÍÏÌÐ×ÈÓÍÎÍÖÈÛÉÑÉÓØ×ÎÈÓÖÓ×ØÓÎÈÔ×ìÐÛÎ ì×Ø×ÉÈÊÓÛÎÛÎØõÊ××ÎÅÛÃÉûØÆÓÉÍÊÃúÍÛÊØ 8/12/10:Councilconsideration ofBicycle, Pedestrian,and GreenwaysAdvisoryBoard. éÈÛÖÖûÉÉÓÕÎ×ØæõìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎíÎÕÍÓÎÕ Recreation,Parksand OpenSpaceMasterPlan éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É éÇÏÏ×Ê öÛÐÐ ûÎÈÓÙÓÌÛÈ×ØÙÍÏÌÐ×ÈÓÍÎÍÖïÛÉÈ×Ê ùÍÇÎÙÓÐóÎÓÈÓÛÈÓÆ×óÎÛÉÉÍÙÓÛÈÓÍÎÅÓÈÔÈÔ×ìâÛÎØ ìÐÛÎ 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ìâóÎÓÈÓÛÈÓÆ×÷ÆÛÐÇÛÈ×ÈÔ×ÓÏÌÐÓÙÛÈÓÍÎÉÈÔÛÈÐÍÙÛÈÓÍÎ ÍÖØ×ÎÉÓÈÃÔÛÉÍÎùÓÈÃÉ×ÊÆÓÙ×ÉÛÎØËÇÛÐÓÈÃÍÖÐÓÖ× éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎîÍÈéÙÔ×ØÇÐ×Ø Non-residentialArchitectureStandards(NRA) éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É ìâóÎÓÈÓÛÈÓÆ×ê×ÆÓ×Å×ÄÓÉÈÓÎÕîêûÊ×ËÇÓÊ×Ï×ÎÈÉÓÎ Ê×ÐÛÈÓÍÎÈÍÍÊØÓÎÛÎÙ×ÍÚÒ×ÙÈÓÆ×ÉÛÎØÛÊÙÔÓÈ×ÙÈÇÊ× Ø×ÉÓÕÎÌÊÓÎÙÓÌÐ×É éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎîÍÈéÙÔ×ØÇÐ×Ø OutdoorStorageofHazardousMaterials éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É ìâóÎÓÈÓÛÈÓÆ×øÓÉÙÇÉÉÊ×ËÇÓÊ×Ï×ÎÈÉÛÎØÌÍÐÓÙÓ×É Ê×ÕÛÊØÓÎÕÈÔ×ÍÇÈØÍÍÊÉÈÍÊÛÕ×ÍÖÔÛÂÛÊØÍÇÉÏÛÈ×ÊÓÛÐ éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎîÍÈéÙÔ×ØÇÐ×Ø SidewalkFund éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É ìâÊ×ÙÍÏÏ×ÎØÛÈÓÍÎÍÖÍÊØÓÎÛÎÙ× ìâóÎÓÈÓÛÈÓÆ×÷ÄÌÐÍÊ×Ö×ÛÉÓÚÓÐÓÈÃÍÖÙÊ×ÛÈÓÎÕÖÇÎØÖÍÊ Ö××ÓÎÐÓ×ÇÍÖÉÓØ×ÅÛÐÑÓÎÛÌÌÊÍÌÊÓÛÈ×ÙÓÊÙÇÏÉÈÛÎÙ×É ùÍÇÎÙÓÐÈÍÙÍÎÉÓØ×ÊÍÊØÓÎÛÎÙ×ÛÏ×ÎØÏ×ÎÈ éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎîÍÈéÙÔ×ØÇÐ×Ø Sign OrdinanceReview éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É ìâóÎÓÈÓÛÈÓÆ×ê×ÆÓ×Å×ÄÓÉÈÓÎÕÉÓÕÎÊ×ËÇÓÊ×Ï×ÎÈÉÛÎØ ÉÇÊÆ×ÃÉÓÕÎÛÕ×Ê×ÉÇÐÈÓÎÕÖÊÍÏÍÊØÓÎÛÎÙ× éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎîÍÈéÙÔ×ØÇÐ×Ø DetentionPondAesthetics éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É ìâóÎÓÈÓÛÈÓÆ×ê×ÆÓ×ÅÉÈÛÎØÛÊØÉÖÍÊØ×È×ÎÈÓÍÎÌÍÎØ Û×ÉÈÔ×ÈÓÙÉÛÎØÈÔ×ÓÊÓÎÙÍÊÌÍÊÈÛÈÓÍÎÓÎÈÍÉÓÈ×É éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎîÍÈéÙÔ×ØÇÐ×Ø Page 5 of 6 On-StreetParkingonSubstandardStreets éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É ìâóÎÓÈÓÛÈÓÆ×øÓÉÙÇÉÉÓÍÎÍÖÓÉÉÇ×ÉÊ×ÐÛÈ×ØÈÍÍÎ éÈÛÖÖÏ××ÈÓÎÕÈÍØÓÉÙÇÉÉùÍÇÎÙÓÐÖÇÈÇÊ× ÉÈÊ××ÈÌÛÊÑÓÎÕÍÎùÓÈÃÉÈÊ××ÈÉÈÔÛÈØÍÎÍÈÏ××ÈÙÇÊÊ×ÎÈÛÕ×ÎØÛÓÈ×ÏÊ×ÕÛÊØÓÎÕÌÛÊÑÓÎÕÍÎÉÇÚÉÈÛÎØÛÊØ Ø×ÉÓÕÎÉÈÛÎØÛÊØÉÉÈÊ××ÈÉ 7/8/10:Council determinedas part ofWorkshop discussionthatexisting practiceforremoving parking on streets would continue. Completed:3rd Quarter éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖ Neighborhood / DeveloperEngagementProcess éÇÏÏÛÊÃìÊÍÒ×ÙÈøÛÈ×É ìâóÎÓÈÓÛÈÓÆ×øÓÉÙÇÉÉÓÍÎÍÖÈÔ×ÌÇÚÐÓÙ×ÎÕÛÕ×Ï×ÎÈ ÌÊÍÙ×ÉÉÖÍÊÊ×ÂÍÎÓÎÕÊ×ËÇ×ÉÈÉÓÎÌÊÍÄÓÏÓÈÃÈÍ ×ÉÈÛÚÐÓÉÔ×ØÎ×ÓÕÔÚÍÊÔÍÍØÉ éÈÛÖÖûÉÉÓÕÎ×ØìøééÈÛÖÖûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎîÍÈéÙÔ×ØÇÐ×Ø Page 6 of 6 AnticipatedCompletionof2010P&ZPlanofWorkItems Quarter: ItemsInitiatedby: 1st2nd3rd4th Community&NeighborhoodPlanning ùÍÏÌÊ×Ô×ÎÉÓÆ×óÏÌÐ×Ï×ÎÈÛÈÓÍÎùÍÇÎÙÓÐ íÎõÍÓÎÕ úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØõÊ××ÎÅÛÃÉïìóÏÌÐ×Ï×ÎÈÛÈÓÍÎùÍÇÎÙÓÐ íÎõÍÓÎÕ ê×ÙÊ×ÛÈÓÍÎìÛÊÑÉÛÎØíÌ×ÎéÌÛÙ×ïÛÉÈ×ÊìÐÛÎùÍÇÎÙÓÐä î×ÓÕÔÚÍÊÔÍÍØ ùÍÊÊÓØÍÊ øÓÉÈÊÓÙÈìÐÛÎÉùÍÇÎÙÓÐä 9 î×ÓÕÔÚÍÊÔÍÍØóÎÈ×ÕÊÓÈÃùÍÇÎÙÓÐä ôÓÉÈÍÊÓÙìÊ×É×ÊÆÛÈÓÍÎùÍÇÎÙÓÐä ûÎÎ×ÄÛÈÓÍÎùÍÇÎÙÓÐä Research,DataCollection&Analysis éÇÚÙÍÏÏÓÈÈ××ÖÍÊøÛÈÛùÍÐÐ×ÙÈÓÍÎìâ ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈÉùÍÇÎÙÓÐä Bikability / Walkability ìâ ä éÈÍÊÏÅÛÈ×ÊëÇÛÐÓÈÃìâä î×ÓÕÔÚÍÊÔÍÍØö×ÎÙÓÎÕìâä ûÖÖÍÊØÛÚÓÐÓÈÃÍÖôÍÇÉÓÎÕìâä åÛÈ×ÊéÇÌÌÐÃëÇÛÎÈÓÈÃ ëÇÛÐÓÈÃìâä ùÛÌÓÈÛÐìÊÍÒ×ÙÈÉìâä ìÛÊÑÓÎÕíÊØÓÎÛÎÙ×ìâä DevelopmentServices éÇÚØÓÆÓÉÓÍÎê×ÕÇÐÛÈÓÍÎÉùÍÇÎÙÓÐìâä óÏÌÛÙÈö××ÉùÍÇÎÙÓÐä êÓÌÛÊÓÛÎé×ÈÚÛÙÑùÍÇÎÙÓÐä Outreach&Communications íÇÈÊ×ÛÙÔ÷ØÇÙÛÈÓÍÎÆÓÛùÔÛÎÎ×ÐÛÎØå×ÚÉÓÈ×éÈÛÖÖ íÎõÍÓÎÕ ùÍÏÏÇÎÓÈÃ÷ØÇÙÛÈÓÍÎÛÚÍÇÈâÍÎÓÎÕóÉÉÇ×ÉìÊÍÙ×ÉÉ×ÈÙéÈÛÖÖ íÎõÍÓÎÕ Mid-YearReviewofPlanofWork éÈÛÖÖä PendingItems èÓÏ×ÐÓÎ×ÍÎðÛÎØçÉ×ìÐÛÎìâ ø×ÎÉÓÈÃùÍÎÈÊÍÐìâ îÍÎÊ×ÉÓØ×ÎÈÓÛÐûÊÙÔÓÈ×ÙÈÇÊ×éÈÛÎØÛÊØÉîêûìâ íÇÈØÍÍÊéÈÍÊÛÕ×ÍÖôÛÂÛÊØÍÇÉïÛÈ×ÊÓÛÐÉìâ éÓØ×ÅÛÐÑöÇÎØìâä éÓÕÎíÊØÓÎÛÎÙ×ê×ÆÓ×Åìâ ø×È×ÎÈÓÍÎìÍÎØû×ÉÈÔ×ÈÓÙÉìâ íÎéÈÊ××ÈìÛÊÑÓÎÕÍÎéÇÚÉÈÛÎØÛÊØéÈÊ××ÈÉìâ î×ÓÕÚÍÊÔÍÍØ ø×Æ×ÐÍÌ×Ê÷ÎÕÛÕ×Ï×ÎÈìÊÍÙ×ÉÉìâ äûÎÈÓÙÓÌÛÈ×ØùÍÏÌÐ×ÈÓÍÎ 9 óÈ×ÏùÍÏÌÐ×È×Ø MINUTES PZC LANNINGANDONINGOMMISSION WorkshopMeeting July15,2010,6:00p.m. CityHallCouncilChambers 1101 TexasAvenue CollegeStation, Texas COMMISSIONERSPRESENT: ChairmanJohnNichols,ScottShafer, MikeAshfield,Hugh Stearns,TomWoodfin,andPaulGreer COMMISSIONERSABSENT: DougSlack CITYCOUNCILMEMBERSPRESENT: Dennis Maloney CITYSTAFFPRESENT: SeniorPlannersJenniferProchazkaandJasonSchubert,Staff PlannersLaurenHovdeandMatthewHilgemeier,GraduateCivilEngineerErikaBridges, AssistantCityEngineerJoshNorton,SeniorAssistantCityEngineerCarolCotter,Planning AdministratorMollyHitchcock,AssistantDirectorLanceSimms,DirectorBobCowell,First AssistantCityAttorneyCarlaRobinson,ActionCenterRepresentativeKerryMullins,and AdministrativeSupportSpecialistBrittanyCaldwell 1.Callthemeetingtoorder. ChairmanJohnNicholscalledthemeetingtoorderat6:00p.m. 2.Discussionofconsentandregularagendaitems. TherewasgeneraldiscussionamongsttheCommissionregardingConsentAgendaItem 3.2andRegularAgendaItems5,6,and7. 3.Discussionof MinorandAmendingPlatsapprovedbyStaff. x FinalPlat-AmendingPlat-Indian LakesSubdivision,Phase8,Block15,Lot21-R x FinalPlat-AmendingPlat-EntergySwitchStation,Block1,Lot1 x FinalPlat-AmendingPlat-TheBarracksSubdivision,Phase2,Block2,Lots31A- 33A Therewasnodiscussion. 4.Presentation,possibleaction,anddiscussionregardinganupdatetotheCommissionon (JS) thestatusofitemswithinthe2010P&ZPlanofWork(seeattached). SeniorPlannerJasonSchubertgaveanupdateonthe2010P&ZPlanofWork. July15,2010P&ZWorkshopMeetingMinutesPage1of3 5.Presentation,possibleaction,anddiscussionregardingbikeabilityandwalkabilityin (VG) CollegeStation. TherewasgeneraldiscussionamongsttheCommissionregardingbikeabilityand walkabilityinCollegeStation. 6.Presentation,possibleaction,anddiscussionregardinganupdateonthefollowingitems: x ArezoningfromR-1Single-FamilyResidentialandA-OAgriculturalOpentoC-1 GeneralCommercial,A-PAdministrativeProfessional,andR-4Multi-Familyfor 19.749acreslocatedat529WilliamD.FitchParkway.TheCommissionheardthis itemon20Mayandvoted3-1torecommenddenial. TheCityCouncilheardthisitem on24Juneandvoted6-0todenytherequest. x AComprehensivePlanLandUseamendmentof92.58acresfromGeneralSuburban toUrbanforthepropertylocatedat3100HauptRoad,generallylocatedbetweenOld WellbornRoadandJones-ButlerRoad,northoftheterminusofGeneralParkway. TheCommissionheardthisitemon3Juneandvoted5-0torecommenddenial.The CityCouncilheardthisitemon24Juneandvoted6-0todenytherequest. x AnordinanceamendingChapter12,CityofCollegeStationCodeofOrdinances, Section6.4.EoftheUnifiedDevelopmentOrdinance,regardingportablestorage structures.TheCommissionheardthisitemon3Juneandvoted5-0torecommend approval.TheCityCouncilheardthisitemon24Juneandvoted6-0toapprovethe ordinanceamendment. Therewasnodiscussion. 7.Presentation,possibleaction,anddiscussionregardingtheP&ZCalendarofUpcoming Meetings. x July22,2010~CityCouncilMeeting~CouncilChambers~Workshop3:00p.m. andRegular7:00p.m. x August5,2010~P&ZMeeting~CouncilChambers~Workshop6:00p.m.and Regular7:00p.m. ChairmanNicholsreviewedtheupcomingmeetingdatesforthePlanning&Zoning Commission. 8.Discussion,reviewandpossibleactionregardingthefollowingmeetings:DesignReview Board,CouncilTransportationCommittee,JointParks/PlanningandZoning Subcommittee,WolfPenCreekOversightCommittee,PlattingRequirementsand StandardsSubcommittee,NeighborhoodPlanStakeholderResourceTeam,Code CoordinationSubcommittee. DirectorCowellstatedthattheCouncilTransportationCommitteemeetingwasgoingto beheld Tuesday,July20. July15,2010P&ZWorkshopMeetingMinutesPage2of3 9.Discussionandpossibleactiononfutureagendaitems–APlanningandZoningMember mayinquireaboutasubjectforwhichnoticehasnotbeengiven.Astatementofspecific factualinformationortherecitationofexistingpolicymaybegiven.Anydeliberation shallbelimitedtoaproposaltoplacethesubjectonanagendaforasubsequentmeeting. CommissionerAshfieldaskedforafutureagendaitemregardingthestepsinthe developmentprocess.HesuggestedthatthisitembeaddedtotheP&Zretreatagenda. 10.Adjourn. CommissionerShafermotionedtoadjournthemeeting.CommissionerGreer secondedthemotion,motionpassed(6-0). Meetingadjournedat6:55p.m. Approved: ________________________________ JohnNichols,Chairman PlanningandZoningCommission Attest: _____________________________________ BrittanyCaldwell,Admin.SupportSpecialist PlanningandDevelopmentServices July15,2010P&ZWorkshopMeetingMinutesPage3of3 MINUTES PZC LANNINGANDONINGOMMISSION RegularMeeting July15,2010,7:00p.m. CityHallCouncilChambers 1101 TexasAvenue CollegeStation, Texas COMMISSIONERSPRESENT: ChairmanJohnNichols,ScottShafer, MikeAshfield,Hugh Stearns,TomWoodfin,andPaulGreer COMMISSIONERSABSENT: DougSlack CITYCOUNCILMEMBERSPRESENT: DennisMaloney CITYSTAFFPRESENT: SeniorPlannerJenniferProchazka,StaffPlanners LaurenHovdeand MatthewHilgemeier,GraduateCivilEngineerErikaBridges,AssistantCityEngineerJosh Norton,SeniorAssistantCityEngineerCarolCotter,PlanningAdministratorMollyHitchcock, AssistantDirectorLanceSimms,DirectorBobCowell,FirstAssistantCityAttorneyCarla Robinson,ActionCenterRepresentativeKerryMullins,andAdministrativeSupportSpecialist BrittanyCaldwell 1.Callmeetingtoorder. ChairmanNicholscalledthemeetingtoorderat7:00p.m. 2.HearCitizens. None. 3.ConsentAgenda 3.1Consideration,discussion,andpossibleactiontoapprovemeeting Minutes. x July1,2010~Workshop x July1,2010~Regular 3.2Presentation,possibleaction,anddiscussiononaFinalPlatoftheTowerPoint SubdivisionPhase7,consistingof3lotson4.56acreslocatedat701WilliamD. FitchParkway,generallylocatedattheintersectionofWilliamD.FitchParkway Case#10-00500104(LH) andArringtonRoad. CommissionerGreermotionedtoapproveConsentAgendaItems3.1and3.2. CommissionerShafer secondedthemotion,motionpassed(6-0). July15,2010P&ZRegularMeetingMinutesPage1of4 RegularAgenda 4.Consideration,discussion,andpossibleactiononitemsremovedfromtheConsent AgendabyCommissionaction. NoitemswereremovedfromtheConsentAgenda. 5.Presentation,possibleaction,anddiscussiononaFinalPlatoftheCastleRock SubdivisionPhases7&8,consistingof71lotsand1commonareaon14.04acres, locatednortheastoftheintersectionofCastleRockParkwayandWilliamD.Fitch Case#10-00500121(JP) Parkway. SeniorPlannerJenniferProchazkapresentedtheFinalPlatandrecommendedapproval. ShestatedthattherewasacorrectiontothestaffreportregardingImpactFees;the currentfeeis$98.39perlivingunitequivalentratherthan$349.55perlivingunit equivalent. TherewasgeneraldiscussionamongsttheCommissionregardingtheFinalPlat. CommissionerGreermotionedtoapprovetheFinalPlat.CommissionerShafer secondedthemotion,motionpassed(6-0). 6.Publichearing,presentation,possibleaction,anddiscussionregardingarezoningfor2.76 acresfromA-OAgriculturalOpentoC-1GeneralCommercialgenerallylocatedbehind theIndependenceHarley-Davidsondealershiplocatedat4101StateHighway6South. Case#10-00500119(MKH) StaffPlannerMatthewHilgemeierpresentedtherezoningandrecommendedapproval. TherewasgeneraldiscussionamongsttheCommissionregardingtherezoning. ChairmanNicholsopenedthepublichearing. JamesBooth,applicant,statedthattherewouldbean11,000square-footbuildinganda padforadrivingschoollocatedontheproperty. ChairmanNicholsclosedthepublichearing. TherewasgeneraldiscussionamongsttheCommissionregardingtherezoning. CommissionerGreermotionedtorecommendapprovaloftherezoning. CommissionerWoodfinsecondedthemotion,motionpassed(6-0). 7.Publichearing,presentation,possibleaction,anddiscussionregardingarezoningfora portionofLot1,Block3andaportionofLots34-36,Block2oftheSpringCreek July15,2010P&ZRegularMeetingMinutesPage2of4 GardenSubdivisionPhase3fromA-PAdministrativeProfessionalandR-1Single FamilyResidentialtoPDDPlannedDevelopmentDistrictfor0.8625acreslocatedat Case 4250DecaturDrive,eastoftheintersectionofCandaceCourtandDecaturDrive. #10-00500070(MKH) StaffPlannerMatthewHilgemeierpresentedtherezoningandrecommendedapproval. TherewasgeneraldiscussionamongsttheCommissionregardingbufferingandlighting withinthedevelopment. ChairmanNicholsopenedthepublichearing. WallacePhillips,applicant,askedtochangetheroofpitchinthebackofthebuilding from4:12to2:12sothattheceilingswithinthestorageunitswerenotsotall,requiring extraairconditioning.Hesaidthattheroofpitchinthefrontofthebuildingwouldstay 4:12.Healsosaidthathehadmetwiththeadjacentneighborhoodandtheywereshown planswiththeroofpitchbeing2:12. ChairmanNicholsclosedthepublichearing. CommissionerStearnssuggestedtoMr.Phillipstoinstalllowerceilingstoreducethe amountofspacebeingairconditioned. CommissionerStearnsmotionedtorecommendapprovaloftherezoningwiththe conditionthattheroofpitchbe4:12fortheentirebuilding.CommissionerGreer secondedthemotion,motionpassed(6-0). 8.Discussionandpossibleactiononfutureagendaitems–APlanningandZoningMember mayinquireaboutasubjectforwhichnoticehasnotbeengiven.Astatementofspecific factualinformationortherecitationofexistingpolicymaybegiven.Anydeliberation shallbelimitedtoaproposaltoplacethesubjectonanagendaforasubsequentmeeting. Therewasnodiscussion. 9.Adjourn. CommissionerShafermotionedtoadjournthemeeting.CommissionerGreer secondedthemotion,motionpassed(6-0). Themeetingwasadjournedat7:48p.m. July15,2010P&ZRegularMeetingMinutesPage3of4 Approved: ____________________________________ JohnNichols,Chairman PlanningandZoningCommission Attest: _____________________________________ BrittanyCaldwell,Admin.SupportSpecialist PlanningandDevelopmentServices July15,2010P&ZRegularMeetingMinutesPage4of4 PRELIMINARYPLAT for East GateBusinessPark 10-00500130 SCALE: ÐÍÈÉÍÎ ÛÙÊ×É LOCATION: éÈÛÈ×ôÓÕÔÅÛÃ Õ×Î×ÊÛÐÐÃÐÍÙÛÈ×ØÛÈÈÔ× ÉÍÇÈÔÅ×ÉÈÙÍÊÎ×ÊÍÖÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖéÈÛÈ×ôÓÕÔÅÛÃ ÛÎØîÇÎÎòÍÎ×ÉêÍÛØÓÎÈÔ×ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎ ÷ÄÈÊÛÈ×ÊÊÓÈÍÊÓÛÐòÇÊÓÉØÓÙÈÓÍÎ ZONING: î û÷èò APPLICANT: ûØÛÏúÊÇÏÚÛÇÕÔòÍÎ×ÉùÛÊÈ×ÊóÎÙ PROJECTMANAGER: ò×ÎÎÓÖ×ÊìÊÍÙÔÛÂÑÛûóùìé×ÎÓÍÊìÐÛÎÎ×Ê ÒÌÊÍÙÔÛÂÑÛüÙÉÈÄÕÍÆ RECOMMENDATION: ûÌÌÊÍÆÛÐ ìÐÛÎÎÓÎÕâÍÎÓÎÕï××ÈÓÎÕìÛÕ×ÍÖ ûÇÕÇÉÈ ìÐÛÎÎÓÎÕâÍÎÓÎÕï××ÈÓÎÕìÛÕ× ÍÖ ûÇÕÇÉÈ DEVELOPMENTHISTORY Annexation: î û÷èò Zoning: î û÷èò Sitedevelopment: ûÌÊ×ÐÓÏÓÎÛÊÃÌÐÛÈÅÛÉÛÌÌÊÍÆ×ØÖÍÊÈÔ×ÉÇÚÒ×ÙÈÌÊÍÌ×ÊÈÃÓÎ íÙÈÍÚ×Ê èÔ×ÌÊÍÌÍÉ×ØÌÐÛÈÇÈÓÐÓÂ×ÉÈÔ×ÌÊ×ÆÓÍÇÉÐÃ ÛÌÌÊÍÆ×ØÐÛÃÍÇÈÚÇÈØÓÆÓØ×ÉÈÔ×Ø×Æ×ÐÍÌÏ×ÎÈÓÎÈÍÈÔÊ××ÌÔÛÉ×É ûÉÓÎÕÐ×ÖÛÏÓÐÃÔÍÏ×ÛÎØÛÙÙ×ÉÉÍÊÃÛÕÊÓÙÇÐÈÇÊ×ÚÇÓÐØÓÎÕÉÙÇÊÊ×ÎÈÐÃ ×ÄÓÉÈÍÎÈÔ×ÌÊÍÌ×ÊÈÃ COMMENTS Water: åÛÈ×ÊÉ×ÊÆÓÙ×ÅÓÐÐÚ×ÌÊÍÆÓØ×ØÚÃåÓÙÑÉÍÎùÊ××ÑéÌ×ÙÓÛÐçÈÓÐÓÈÃ øÓÉÈÊÓÙÈûÖÓÊ×ÖÐÍÅÛÎÛÐÃÉÓÉÏ××ÈÓÎÕÈÔ×ÏÓÎÓÏÇÏÊ×ËÇÓÊ×Ï×ÎÈÉÍÖ ÈÔ×úùéçÎÓÖÓ×Øø×ÉÓÕÎõÇÓØ×ÐÓÎ×ÉÅÓÐÐÎ××ØÈÍÚ×ÉÇÚÏÓÈÈ×ØÛÎØ ÛÌÌÊÍÆ×ØÌÊÓÍÊÈÍÈÔ×ÖÓÎÛÐÌÐÛÈÚ×ÓÎÕÖÍÊÅÛÊØ×ØÈÍÈÔ×ìÐÛÎÎÓÎÕ âÍÎÓÎÕùÍÏÏÓÉÉÓÍÎ Sewer: éÛÎÓÈÛÊÃÉ×Å×ÊÉ×ÊÆÓÙ×ÅÓÐÐÚ×ÌÊÍÆÓØ×ØÚÃÌÊÓÆÛÈ×É×ÌÈÓÙÉÃÉÈ×ÏÉ ÈÍÉ×Å×Ê×ÛÙÔÐÍÈèÔ×É×ÖÛÙÓÐÓÈÓ×ÉÅÓÐÐÚ×Ì×ÊÏÓÈÈ×ØÚÃÈÔ×úÊÛÂÍÉ ùÍÇÎÈÃô×ÛÐÈÔø×ÌÛÊÈÏ×ÎÈ Off-siteEasements: îÍÎ×ÛÈÈÔÓÉÈÓÏ× Drainage: èÔ×ÌÊÍÌ×ÊÈÃÓÉÐÍÙÛÈ×ØÅÓÈÔÓÎÈÔ×ùÛÊÈ×ÊªÉùÊ××ÑøÊÛÓÎÛÕ×úÛÉÓÎ øÊÛÓÎÛÕ×ÓÉÕ×Î×ÊÛÐÐÃÈÍÈÔ×ÉÍÇÈÔóÈÓÉÎÍÈ×ØÍÎÈÔ×ÌÐÛÈÈÔÛÈ×ÛÙÔ ÓÎØÓÆÓØÇÛÐÐÍÈÅÓÐÐÚ×Ê×ÉÌÍÎÉÓÚÐ×ÖÍÊÌÊÍÆÓØÓÎÕØ×È×ÎÈÓÍÎ FloodPlain: èÔ×Ê×ÓÉÎÍö÷ïûÊ×ÕÇÐÛÈ×ØÖÐÍÍØÌÐÛÓÎÐÍÙÛÈ×ØÍÎÈÔ×ÌÊÍÌ×ÊÈÃ Greenways: î û PedestrianConnectivity: úÊÛÂÍÉùÍÇÎÈÃØÍ×ÉÎÍÈÛÙÙ×ÌÈÉÓØ×ÅÛÐÑÉÓÎÈÔ× ×ÄÈÊÛÈ×ÊÊÓÈÍÊÓÛÐÒÇÊÓÉØÓÙÈÓÍÎÛÉÌÇÚÐÓÙÊÓÕÔÈÍÖÅÛÃÛÎØÛÉÉÇÙÔ ÅÍÇÐØÎÍÈÏÛÓÎÈÛÓÎÈÔ×ÏèÔ×úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØ õÊ××ÎÅÛÃÉïÛÉÈ×ÊìÐÛÎØÍ×ÉÎÍÈÓØ×ÎÈÓÖÃÛÎÃÛØØÓÈÓÍÎÛÐ Ì×Ø×ÉÈÊÓÛÎÖÛÙÓÐÓÈÓ×ÉÍÎÍÊÛÊÍÇÎØÈÔ×ÌÊÍÌ×ÊÈÃ BicycleConnectivity: èÔ×Ê×ÓÉÛÎ×ÄÓÉÈÓÎÕÚÓÑ×ÊÍÇÈ×ÛÐÍÎÕéÈÛÈ×ôÓÕÔÅÛÃ èÔ× úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØõÊ××ÎÅÛÃÉïÛÉÈ×ÊìÐÛÎØÍ×ÉÎÍÈÓØ×ÎÈÓÖÃ ÛÎÃÛØØÓÈÓÍÎÛÐÚÓÙÃÙÐ×ÖÛÙÓÐÓÈÓ×ÉÅÓÈÔÓÎÈÔ×ÚÍÇÎØÛÊÓ×ÉÍÖÈÔ×ÉÇÚÒ×ÙÈ ÌÊÍÌ×ÊÈÃÍÊÛØÒÛÙ×ÎÈÈÍÓÈ Streets: èÔÓÉÉÇÚØÓÆÓÉÓÍÎÓÎÙÍÊÌÍÊÛÈ×ÉÈÔ×Ê×ÛÐÓÕÎÏ×ÎÈÍÖîÇÎÎòÍÎ×É êÍÛØÛÉÌÊ×ÉÙÊÓÚ×ØÚÃÈÔ×èÔÍÊÍÇÕÔÖÛÊ×ìÐÛÎîÇÎÎòÍÎ×ÉÓÉ Ø×ÉÓÕÎÛÈ×ØÛÉÛÈÅÍÐÛÎ×ÏÓÎÍÊÙÍÐÐ×ÙÈÍÊèÔÍÇÕÔÈÔ××ÄÓÉÈÓÎÕ ÊÍÛØÙÍÎÎ×ÙÈÓÍÎÈÍéÈÛÈ×ôÅÃ ÅÓÐÐÎÍÈÚ×ÙÐÍÉ×ØÛÈÈÔÓÉÈÓÏ×ÈÔ× Ø×ÉÓÕÎÍÖÈÔ×ÈÊÛÎÉÓÈÓÍÎÖÊÍÏíÐØîÇÎÎòÍÎ×ÉÅÓÐÐÉÓÕÎÓÖÓÙÛÎÈÐÃ Ê×ØÇÙ×ÈÔ×ÖÐÍÅÈÊÛÖÖÓÙÓÎÈÔÓÉÉ×ÙÈÓÍÎ OversizeRequest: î û ìÐÛÎÎÓÎÕâÍÎÓÎÕï××ÈÓÎÕìÛÕ× ÍÖ ûÇÕÇÉÈ ParklandDedicationFees: îÍÎ×Ê×ËÇÓÊ×Ø ImpactFees: î û REVIEWCRITERIA CompliancewithComprehensivePlanandUnifiedDevelopment Ordinance: èÔ×ÌÊ×ÐÓÏÓÎÛÊÃÌÐÛÈÌÊÍÌÍÉ×ÉØ×Æ×ÐÍÌÏ×ÎÈÍÖÛÙÍÏÏ×ÊÙÓÛÐÉÇÚØÓÆÓÉÓÍÎÓÎÈÔÊ×× ÌÔÛÉ×ÉèÔ×ùÓÈÃØÍ×ÉÎÍÈÔÛÆ×ÐÛÎØÇÉ×ÛÇÈÔÍÊÓÈÃÓÎÈÔ××ÄÈÊÛÈ×ÊÊÓÈÍÊÓÛÐÒÇÊÓÉØÓÙÈÓÍÎ èÔ×ÌÐÛÈÌÊÍÌÍÉ×ÉÈÔ×Ê×ÛÐÓÕÎÏ×ÎÈÍÖîÇÎÎòÍÎ×ÉêÍÛØÓÎÙÍÏÌÐÓÛÎÙ×ÅÓÈÔÈÔ× èÔÍÊÍÇÕÔÖÛÊ×ìÐÛÎÛÎØÓÎÙÐÇØ×ÉÊÓÕÔÈÍÖÅÛÃØ×ØÓÙÛÈÓÍÎÖÍÊíÐØîÇÎÎòÍÎ×ÉêÍÛØ CompliancewithSubdivisionRegulations: èÔ×ÌÐÛÈÓÉÓÎÙÍÏÌÐÓÛÎÙ×ÅÓÈÔÈÔ× ÉÇÚØÓÆÓÉÓÍÎÊ×ÕÇÐÛÈÓÍÎÉÙÍÎÈÛÓÎ×ØÓÎÈÔ×çÎÓÖÓ×Øø×Æ×ÐÍÌÏ×ÎÈíÊØÓÎÛÎÙ× STAFFRECOMMENDATION éÈÛÖÖÊ×ÙÍÏÏ×ÎØÉÛÌÌÊÍÆÛÐÍÖÈÔ×ÌÊ×ÐÓÏÓÎÛÊÃÌÐÛÈ SUPPORTINGMATERIALS ûÌÌÐÓÙÛÈÓÍÎ ùÍÌÃÍÖìÊ×ÐÓÏÓÎÛÊÃìÐÛÈÌÊÍÆÓØ×ØÓÎÌÛÙÑ×È ìÐÛÎÎÓÎÕâÍÎÓÎÕï××ÈÓÎÕìÛÕ×ÍÖ ûÇÕÇÉÈ FINALPLAT for AlexandriaPh6 10-00500110 SCALE: ÐÍÈÉÍÎÛÙÊ×É LOCATION: éÍÇÈÔ×ÛÉÈÙÍÊÎ×ÊÍÖÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖ÷ÛÕÐ×ûÆ×ÎÇ×ÛÎØ î×ÅÌÍÊÈðÛÎ× ZONING: êéÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐ APPLICANT: ÷ØÅÛÊØöÊÍ×ÔÐÓÎÕÍÅÎ×Ê PROJECTMANAGER: òÛÉÍÎéÙÔÇÚ×ÊÈûóùìé×ÎÓÍÊìÐÛÎÎ×Ê ÒÉÙÔÇÚ×ÊÈüÙÉÈÄÕÍÆ RECOMMENDATION: ûÌÌÊÍÆÛÐ ìÐÛÎÎÓÎÕâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎìÛÕ×ÍÖ ûÇÕÇÉÈ ìÐÛÎÎÓÎÕâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎìÛÕ× ÍÖ ûÇÕÇÉÈ DEVELOPMENTHISTORY Annexation: Zoning: ûíûÕÊÓÙÇÐÈÇÊÛÐíÌ×ÎÈÍêéÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐ PreliminaryPlat: ûÌÊ×ÐÓÏÓÎÛÊÃÌÐÛÈÖÍÊÈÔÓÉÌÔÛÉ×ÅÛÉÛÌÌÊÍÆ×ØÓÎûÌÊÓÐ èÔÓÉ ÛÊ×ÛÅÛÉÌÊ×ÆÓÍÇÉÐÃÓÎÙÐÇØ×ØÛÉÌÛÊÈÍÖÛÊ×É×ÊÆ×ÛÊ×ÛÖÍÊÖÇÈÇÊ× Ø×Æ×ÐÍÌÏ×ÎÈÓÎÈÔ×ÏÛÉÈ×ÊÌÐÛÎÚÇÈÈÔÛÈÌÊÍÒ×ÙÈÔÛÉ×ÄÌÓÊ×ØèÔÓÉ ÌÐÛÈÓÉÈÔ×Ê×ÖÍÊ×ÉÇÚÒ×ÙÈÈÍÙÇÊÊ×ÎÈÊ×ËÇÓÊ×Ï×ÎÈÉÖÍÊÌÛÊÑÐÛÎØ Ø×ØÓÙÛÈÓÍÎÛÎØÉÓÎÕÐ×ÖÛÏÓÐÃÈÊ××ÌÐÛÎÈÓÎÕ SiteDevelopment: æÛÙÛÎÈ COMMENTS ParklandDedication: ìÛÊÑÉê×ÙÊ×ÛÈÓÍÎÔÛÉÊ×ÙÍÏÏ×ÎØ×ØÛÌÌÊÍÆÛÐÖÍÊÖ××ÉÓÎÐÓ×ÇÍÖ ÌÛÊÑÐÛÎØûÌÊÓÍÊÛÕÊ××Ï×ÎÈÔÛÉÚ××ÎÛÙÑÎÍÅÐ×ØÕ×ØÈÔÛÈÐÍÈÉÓÎ ÈÔ×ûÐ×ÄÛÎØÊÓÛÉÇÚØÓÆÓÉÓÍÎÅÍÇÐØÚ×ÙÊ×ØÓÈ×ØÖÍÊÎ×ÓÕÔÚÍÊÔÍÍØ ÌÛÊÑÐÛÎØØ×ØÓÙÛÈÓÍÎÛÐÊ×ÛØÃÕÓÆ×ÎÓÎéÍÇÈÔ×ÊÎíÛÑÉìÛÊÑÅÔÓÙÔ ÉÛÈÓÉÖÓ×ÉÈÔ×î×ÓÕÔÚÍÊÔÍÍØìÛÊÑÛÙËÇÓÉÓÈÓÍÎÖ×× Ì×ÊÉÓÎÕÐ× ÖÛÏÓÐÃÐÍÈèÔ×Ê×ÏÛÓÎÓÎÕÖ××ÉÓÎÙÐÇØÓÎÕÎ×ÓÕÔÚÍÊÔÍÍØÌÛÊÑÐÛÎØ Ø×Æ×ÐÍÌÏ×ÎÈÖ××ÍÖÌ×ÊÐÍÈÙÍÏÏÇÎÓÈÃÌÛÊÑÛÙËÇÓÉÓÈÓÍÎÖ×× ÍÖ Ì×ÊÐÍÈÛÎØÙÍÏÏÇÎÓÈÃÌÛÊÑÐÛÎØØ×Æ×ÐÍÌÏ×ÎÈÖ××ÍÖ Ì×ÊÐÍÈÛÊ×ØÇ×ûÉÛÊ×ÉÇÐÈ ÉÓÎÕÐ×ÖÛÏÓÐÃÐÍÈÉÄ Ì×ÊÐÍÈÓÉØÇ×Ú×ÖÍÊ×ÈÔ×ÖÓÎÛÐÌÐÛÈÙÛÎÚ×ÖÓÐ×ØÖÍÊÊ×ÙÍÊØ Greenways: èÔ×úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØõÊ××ÎÅÛÃÉïÛÉÈ×ÊìÐÛÎÉÔÍÅÉÛ ÕÊ××ÎÅÛÃÓÎÈÔÓÉÛÊ×ÛÛÐÍÎÕðÓÙÑùÊ××ÑÅÓÈÔÛÏÇÐÈÓÇÉ×ÌÛÈÔ ÐÍÙÛÈ×ØÅÓÈÔÓÎÓÈûÛÙÊ×ÕÊ××ÎÅÛÃØ×ØÓÙÛÈÓÍÎÈÍÈÔ×ùÓÈÃÓÉ ÌÊÍÌÍÉ×ØÅÓÈÔÈÔÓÉÌÐÛÈèÔ×ÏÇÐÈÓÇÉ×ÌÛÈÔÓÉÖÇÎØ×ØÛÉÌÛÊÈÍÖ ÈÔ× úÍÎØ÷Ð×ÙÈÓÍÎÛÎØÓÉÛÎÈÓÙÓÌÛÈ×ØÈÍÚ×Ø×ÉÓÕÎ×ØÛÎØ ÙÍÎÉÈÊÇÙÈ×ØÓÎÈÔ×ÙÍÏÓÎÕÃ×ÛÊÉ ImpactFees: 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ÛÎÃÌÊÍÌ×ÊÈÃÐÓÎ×ÛØÒÛÙ×ÎÈÈÍÉÓÎÕÐ×ÖÛÏÓÐÃÍÊÈÍÅÎÔÍÏ×Ø×Æ×ÐÍÌÏ×ÎÈèÔ×ÛÏ×ÎØÏ×ÎÈÙÐÛÊÓÖÓ×É ÈÔÛÈÈÔÓÉÔ×ÓÕÔÈÐÓÏÓÈÛÈÓÍÎÛÌÌÐÓ×ÉÈÍÌÇÚÐÓÙÙÓÆÓÙÛÎØÓÎÉÈÓÈÇÈÓÍÎÛÐÉÈÊÇÙÈÇÊ×ÉÓÎÊ×ÉÓØ×ÎÈÓÛÐÛÎØ ÛÕÊÓÙÇÐÈÇÊÛÐÂÍÎÓÎÕØÓÉÈÊÓÙÈÉ èÔ×ÛÏ×ÎØÏ×ÎÈØÍ×ÉÎÍÈÛÖÖ×ÙÈÉÈÊÇÙÈÇÊ×ÉØ×Æ×ÐÍÌ×ØÓÎÂÍÎÓÎÕØÓÉÈÊÓÙÈÉÈÔÛÈÙÇÊÊ×ÎÈÐÃÛÐÐÍÅ ÈÛÐÐ×ÊÉÈÊÇÙÈÇÊ×ÉÓÖÉ×ÈÚÛÙÑÌÊÍÌ×ÊÐÃÉÇÙÔÛÉÓÎùõ×Î×ÊÛÐùÍÏÏ×ÊÙÓÛÐÛÎØêïÇÐÈÓöÛÏÓÐÃ Attachments: é×ÙÈÓÍÎ ©ø×ÖÓÎ×Øè×ÊÏÉ¨¦RedlinedProposedChanges é×ÙÈÓÍÎ ©ê×ÉÓØ×ÎÈÓÛÐøÓÏ×ÎÉÓÍÎÛÐéÈÛÎØÛÊØÉ¨¦RedlinedProposedChanges é×ÙÈÓÍÎô©ô×ÓÕÔÈ¨ Article11.Definitions Section11.2DefinedTerms Article11.Definitions 11.2DefinedTerms Public,Civic&Institutionalstructure:Structuresusedprincipallytoservea publicneed,suchasplacesofworship,hospitals,publicorprivateschools, libraries,museums,postoffices,policeandfiresstations,publicutilities, governmentalservices,andotherpublicservices. Article5.DistrictPurposeStatementsandSupplementalStandards Section5.2Residential ZoningDistricts Article5.DistrictPurposeStatementsandSupplementalStandards 5.2ResidentialDimensionalStandards Thefollowingtableestablishesdimensionalstandardsthatshallbeappliedwithinthe ResidentialZoning Districts,unlessotherwiseidentified inthisUDO. Notes: (A)Aminimumsidesetbackof7.5feetisrequiredforeachbuildingorgroupofcontiguous buildings. (B)Lotlineconstructiononinteriorlotswithnosideyardorsetbackisallowedonlywherethe building iscoveredby fireprotectiononthesiteorbydedicatedright-of-wayoreasement. (C)Zerolotlineconstructionofaresidenceisallowedwherepropertyonbothsidesofalotlineis ownedand/ordevelopedsimultaneouslybysingleparty.Developmentunderlotline constructionrequirespriorapprovalbytheZoningOfficial.Innocaseshallasingle-family residenceorduplexbebuiltwithin15feetofanotherprimarystructure.SeeArticle8, Subdivision DesignandImprovements, formore information. (D)Minimumfrontsetbackmaybereducedto15feetwhenapprovedrearaccessisprovided,or whensideyardorrearyardparking isprovided. (E)Theminimumlotwidthforaduplexdwellingmaybereducedto30feetperdwellingunit whenallrequiredoff-streetparking isprovided intherearorsideyard. (F)Minimumrearsetbackmaybereducedto15 feetwhenparking isprovided inthe frontyardor sideyard. (G)ShallabidebySection7.1.H,Height. (H)ReferenceSection7.1.D.1.e for lotscreatedbyplatpriortoJuly15,1970. (I)ReferenceSection7.1.D.1.b for lotswithapprovedrearaccess. (J)ReferenceSection5.9forareasinNeighborhoodPrevailingStandardsOverlayDistrictsand referenceOrdinanceauthorizingtherezoning for NeighborhoodConservationOverlay Districts. Article5.DistrictPurposeStatementsandSupplementalStandards Section5.2Residential ZoningDistricts (K)Public,civic,andinstitutionalstructuresshallhaveamaximumbuildingheightof50feetin thesedistricts. Article7.GeneralDevelopmentStandards Section7.1 GeneralProvisions Article7.GeneralDevelopmentStandards The followinggeneraldevelopmentstandardsshallapplytoallzoningdistricts,exceptwhereexpressly statedtoapplyto,orexclude,specificdistricts. GeneralProvisions 7.1 H.Height 1.BuildingHeight Buildingheightreferstotheverticaldistancemeasuredfromthefinishedgrade,or thebase floodelevationwhereapplicable,andthe followingpoints: Theaverageheightlevelbetweentheeavesandridgelineofagable,hip,or a. gambrelroof; Thehighestpointofamansardroof;or b. Thehighestpointofthecopingofa flatroof. c. 2.SingleFamilyProtection WiththeexceptionofNG,RDD,andP-MUDdistricts,nomulti-familyornon- a. residentialstructureshallbelocatednearertoanypropertylineadjacenttoa single-familyuseortownhousedevelopmentthanahorizontaldistance(Bto C)oftwicetheverticaldistance(height,AtoB)ofthestructureasillustrated inthegraphicbelow. A ùÍÏÏ×ÊÙÓÛÐ 1:2slopeBuilding SetbackHeight úÇÓÐØÓÎÕ 50' Ö×ÎÙ× C B ôÍÇÉ× 100'25' Noadditionalmulti-familyornon-residentialstructuresshallpenetratean b. imaginary line, illustratedbythe inclinedplane inthegraphicabove, connectingpointsAandC. Calculationoftheheightlimitsshallbetothehighestpointofthestructure. c. Equipmentsuchassatellitedishesandheatingandairconditioningunitsmay be installedontopofbuildingsprovidedthattheyarescreened fromhorizontal viewand included intheheight limitations. UnlessotherwisestatedinthisUDO,theheightlimitationshereinshallnot d. applytoanyofthe following: Article7.GeneralDevelopmentStandards Section7.1 GeneralProvisions Utilitystructuressuchaselevatedwaterstoragetanksandelectrical 1) transmission lines; Architecturalelementssuchas flagpoles,belfries,cupolas,spires, 2) domes,monuments,chimneys,bulkheads,elevators,orchimney flues; oranyothersimilarstructureextendingabovetheroofofanybuilding wheresuchstructuredoesnotoccupymorethan33percentofthearea oftheroof;or Residentialradio/televisionreceivingantennas. 3) è×ÄÛÉûÆ×ÎÇ×ìíúÍÄ ùÍÐÐ×Õ×éÈÛÈÓÍÎè×ÄÛÉ ìÔÍÎ× öÛÄ MEMORANDUM øÛÈ×ûÇÕÇÉÈ èíï×ÏÚ×ÊÉÍÖÈÔ×ìÐÛÎÎÓÎÕâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎ öêíïïÛÈÈêÍÚÓÎÉÍÎéÈÛÖÖìÐÛÎÎ×Ê UDOAmendment–RecreationalVehicle(RV)Parks éçúò÷ùè Item: ìÇÚÐÓÙÔ×ÛÊÓÎÕÌÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎÊ×ÕÛÊØÓÎÕÛÎ ÛÏ×ÎØÏ×ÎÈÈÍÈÔ×çÎÓÖÓ×Øø×Æ×ÐÍÌÏ×ÎÈíÊØÓÎÛÎÙ×é×ÙÈÓÍÎÉ ©èÃÌ×ÉÍÖçÉ×É¨ÛÎØ ©éÌ×ÙÓÖÓÙçÉ×éÈÛÎØÛÊØÉ¨Ê×ÐÛÈ×ØÈÍê×ÙÊ×ÛÈÓÍÎÛÐæ×ÔÓÙÐ×êæìÛÊÑÉ é×ÙÈÓÍÎ ©èÃÌ×ÉÍÖçÉ×É¨ÍÖÈÔ×çÎÓÖÓ×Øø×Æ×ÐÍÌÏ×ÎÈíÊØÓÎÛÎÙ×çøíÙÇÊÊ×ÎÈÐÃ ØÍ×ÉÎÍÈÛÐÐÍÅÖÍÊêæìÛÊÑÉÈÍÚ×Ø×Æ×ÐÍÌ×ØÅÓÈÔÓÎÈÔ×ùÓÈÃÐÓÏÓÈÉÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎ øÇ×ÈÍêæìÛÊÑÉÎÍÈÚ×ÓÎÕÛÎÛÐÐÍÅ×ØÇÉ×ÅÓÈÔÓÎÈÔ×ùÓÈÃÈÔ×ÐÍÎ××ÄÓÉÈÓÎÕêæìÛÊÑ ÐÍÙÛÈ×ØÅÓÈÔÓÎÈÔ×ùÓÈÃÓÉÙÍÎÉÓØ×Ê×ØÛÎÍÎÙÍÎÖÍÊÏÓÎÕÇÉ×ÛÎØÓÉÉÇÚÉ×ËÇ×ÎÈÐÃ ÌÊÍÔÓÚÓÈ×ØÖÊÍÏ×ÄÌÛÎØÓÎÕèÔ×ÛØØÓÈÓÍÎÍÖêæìÛÊÑÉÛÉÛÎÛÐÐÍÅ×ØÇÉ×ÅÛÉÓØ×ÎÈÓÖÓ×ØÓÎ ÈÔ× çøíûÎÎÇÛÐê×ÆÓ×ÅÛÎØÓÉÚ×ÓÎÕÚÊÍÇÕÔÈÖÍÊÅÛÊØÛÈÈÔ×Ê×ËÇ×ÉÈÍÖÛ Ø×Æ×ÐÍÌ×Ê èÔ×ÌÊÍÌÍÉ×ØÍÊØÓÎÛÎÙ×ÛÏ×ÎØÏ×ÎÈÅÍÇÐØÛÐÐÍÅÖÍÊêæìÛÊÑÉÈÍÚ×Ø×Æ×ÐÍÌ×ØÓÎÈÔ×û íûÕÊÓÙÇÐÈÇÊÛÐíÌ×ÎÛÎØùõ×Î×ÊÛÐùÍÏÏ×ÊÙÓÛÐÂÍÎÓÎÕØÓÉÈÊÓÙÈÉÅÓÈÔÛÎÛÌÌÊÍÆ×Ø ùÍÎØÓÈÓÍÎÛÐçÉ×ì×ÊÏÓÈûÉÌÛÊÈÍÖÈÔ×ùÍÎØÓÈÓÍÎÛÐçÉ×ì×ÊÏÓÈÛÐÐêæìÛÊÑÉÅÓÐÐÚ× Ê×ËÇÓÊ×ØÈÍÏ××ÈçøíéÓÈ×ìÐÛÎÊ×ËÇÓÊ×Ï×ÎÈÉÓÎÛØØÓÈÓÍÎÈÍÈÔ×éÌ×ÙÓÖÓÙçÉ×éÈÛÎØÛÊØÉ ÈÔÛÈÛÙÙÍÏÌÛÎÃÈÔÓÉÛÏ×ÎØÏ×ÎÈèÔ×É×ÌÊÍÌÍÉ×ØÉÈÛÎØÛÊØÉÓÎÙÐÇØ×ÚÇÈÛÊ×ÎÍÈÐÓÏÓÈ×Ø ÈÍÛÏÓÎÓÏÇÏêæìÛÊÑÛÊ×ÛÍÖ ÛÙÊ×ÉÏÓÎÓÏÇÏÌÛØÉÓÈ×ÛÊ×ÛÍÖ Ö××ÈÛ ÏÓÎÓÏÇÏÍÖÍÖÈÔ×ÉÓÈ×Ú×Ê×É×ÊÆ×ØÖÍÊÊ×ÙÊ×ÛÈÓÍÎÛÊ×ÛÉÊ×ËÇÓÊ×ØÚÇÖÖ×ÊÓÎÕÛÉÛ ÙÍÏÏ×ÊÙÓÛÐÇÉ×ÛÎØÛÏÛÄÓÏÇÏÉÈÛÃÍÖÎÍÏÍÊ×ÈÔÛÎ ØÛÃÉÓÎÛÎÃ ÏÍÎÈÔÌ×ÊÓÍØ Attachments: é×ÙÈÓÍÎ ©èÃÌ×ÉÍÖçÉ×É¨¦RedlinedProposedChanges 2. é×ÙÈÓÍÎ ©éÌ×ÙÓÖÓÙçÉ×éÈÛÎØÛÊØÉ¨ 6.2TypesofUse A.UsesoflandorstructureswhicharenotexpresslylistedintheUseTableaspermitted uses(P),permittedusessubjecttospecificusestandards(P*),orconditionaluses(C)in azoningdistrictorplanneddevelopmentareprohibitedusesandshallnotbeestablished inthatdistrictorplanneddevelopment. B.TheAdministratorshalldeterminewhetherornotanunlisteduse,thatisotherwise prohibited,asstatedaboveshouldbeprocessed.Indoingso,theAdministratorshall utilizepurposestatementsadoptedhereininconjunctionwiththeapplicablezoning district,andconsiderationofthe followingcriteria: 1.Theactualoranticipatedcharacteristicsoftheactivityinrelationshiptoknown characteristicsofsimilarprojects instandardplanningpractice; 2.Therelativeamountofsitearea, floorspace,andequipment; 3.Relativevolumesofsales fromeachactivity; 4.Thecustomertype foreachactivity; 5.Therelativenumberofemployees ineachactivity; 6.Hoursofoperation; 7.Buildingandsitearrangement; 8.Vehiclesusedwiththeactivityandtherelativenumberofvehicletripsgenerated bytheuse;and 9.Howtheuseadvertises itself. C.UseTable Exceptasotherwisespecificallyprovidedherein,regulationsgoverningtheuseofland andstructureswiththevariouszoningdistrictsandclassificationsofplanned developmentsareherebyestablishedasshown inthe followingUse Table. 1.PermittedUses A“P”indicatesthatauseisallowedbyrightintherespectivedistrict.Suchuses aresubjecttoallotherapplicableregulationsofthisUDO. 2.PermittedUses SubjecttoSpecificStandards A“P*”indicatesausethatwillbepermitted,providedthattheusemeetsthe provisionsinSection6.3,SpecificUseStandards.Suchusesarealsosubjecttoall otherapplicableregulationsofthisUDO. 3.ConditionalUses A“C”indicatesausethatisallowedonlywhereaconditionalusepermitis approvedbytheCityCouncil.TheCouncilmayrequirethattheusemeetthe additionalstandardsenumeratedinSection6.2,SpecificUseStandards. ConditionalusesaresubjecttoallotherapplicableregulationsofthisUDO. **3-GN **2-GN **1-GN **CPW U-C 2-M 1-M **D&R **3-C 2-C 1-C P-A **DUM-P **7-R **6-R **4-R **3-R **2-R B1-R 1-R RO-A O-A **3-GN **2-GN **1-GN **CPW U-C 2-M 1-M **D&R **3-C 2-C 1-C P-A **DUM-P **7-R **6-R **4-R **3-R **2-R B1-R 1-R RO-A O-A **3-GN **2-GN **1-GN **CPW U-C 2-M 1-M **D&R **3-C 2-C 1-C P-A **DUM-P **7-R **6-R **4-R **3-R **2-R B1-R 1-R RO-A O-A 6.3SpecificUseStandards Z.RecreationalVehicleParkStandards (RVPark): 1.RVParksshallallow forthetemporaryoccupancyof vehiclesthatare builtonasinglechassisthataredesignedtobeself-propelledor permanentlytowablebyalightdutytruckandareprimarily for useas temporarylivingquarters forrecreational,travel,orseasonaluse. 2.RVParksshallbeconsideredanon-residential useandshall meetthe BufferRequirements foundinArticle7asacommercial use,regardless ofzoning. 3.NopersonshalloperateaRVPark unlessthey hold validpermitsand licensesasrequiredbytheStateofTexasandtheBrazosCounty HealthDepartment. 4.DevelopmentofanyRVParkshallcomplywiththegeneralsiteplan requirementsofArticle3,SitePlanReview,andshallmeetthe followingsupplementalcriteria: a.The minimumareaofanRVParkshallbeten (10)acresandshall consistoftwoor morerecreationalvehiclespadsitesthatare intended fortemporaryoccupancybyrecreationalvehiclesforthe purposesofrecreationor vacation. b.AllRVParksshall havedirectaccesstoapublicroadandshall includesufficiententrancesandexitstofacilitatethesafe movementofrecreational vehiclesinandoutofthesite.Internal drivesshall haveaminimumpavedwidthoftwelve(12’)feet for one-waytrafficandtwenty-four(24’)feet fortwo-waytraffic.All internaldrivesshallbebuilttoCitypavementstandardsandshall beprivatelymaintained. c.AllRVParksshalldesignatespecificpadsitelocationsfor recreationalvehicles. (1).Eachpadsitelocationshall havea minimumareaof1500 square feetwithprovisions forwastewaterdisposal,public water hook-upandelectricalsupply. (2).Allpadsitesshallbesequentially numbered.Reflectivesite numbersshallbea minimumof four(4”)inchesinheightand placedonaseparatepostonthesite.A mapofthesite layoutwithsitenumbersshallbeplacedattheentranceto theparkinsuchamannerastobeclearly visibletoentrants. d.Recreational vehiclepadsitesshallbeseparated fromeachotherby aminimumoften(10')feet. e.Recreational vehiclespadsitesshallbeseparated fromthe recreationareaintheparkbyaminimumof fifteen (15')feet. f.Allrecreational vehiclespadsitesshallbesetbacka minimumof fifty(50')feet fromtheright-of-waylineofalladjacentpublicroads andanyRVParkboundaries. g.Allrecreational vehiclespadsitesshallbesetbacka minimumoften (10')feet fromanyinternaldrivesinthepark. h.Aminimumof1.25parkingspacesshallbeprovidedper recreationalvehiclepadsite.OnespaceshallbelocatedontheRV site,theremaindermaybelocatedinanapprovedparkingarea. Sizeandpavingofallparkingspacesshallconformtothe requirementsinArticle7regardingOff-StreetParkingStandards. i.InallRVParks,arecreationareashallbeprovidedthatshallbe centrallylocated,freeoftraffichazards,andeasilyaccessibletoall parkresidents.Recreationareasshallconstituteaminimumof fifteen(15%)percentofthegrossRVParksiteareaandshall containopenspaceforrecreationaluses.Recreationalareasshall alsocontainbenchesandlandscaping.Theareashallbeadequately lightedtoensuresafetyofusers. RVParksshallpermitonlyseasonalplacementand habitationof Ò recreationalvehicles.NorecreationalvehicleshallremaininaRV park for morethan120daysinanytwelve(12) monthperiod. è×ÄÛÉûÆ×ÎÇ×ìíúÍÄ ùÍÐÐ×Õ×éÈÛÈÓÍÎè×ÄÛÉ ìÔÍÎ× öÛÄ MEMORANDUM òÇÐÃ èíï×ÏÚ×ÊÉÍÖÈÔ×ìÐÛÎÎÓÎÕÛÎØâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎ öêíïæ×Î×ÉÉÛõÛÊÂÛõÊ××ÎÅÛÃÉìÊÍÕÊÛÏïÛÎÛÕ×Ê Bicycle,Pedestrian,and GreenwaysAdvisoryBoard éçúò÷ùè (Case#10-000500135) Itemsummary: ìÇÚÐÓÙÔ×ÛÊÓÎÕÌÊ×É×ÎÈÛÈÓÍÎÌÍÉÉÓÚÐ×ÛÙÈÓÍÎÛÎØØÓÉÙÇÉÉÓÍÎÍÎÛÎÛÏ×ÎØÏ×ÎÈ ÈÍùÔÛÌÈ×Ê ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎùÍØ×ÍÖíÊØÓÎÛÎÙ×ÉçÎÓÖÓ×Øø×Æ×ÐÍÌÏ×ÎÈíÊØÓÎÛÎÙ× ûÊÈÓÙÐ× ø×Æ×ÐÍÌÏ×ÎÈê×ÆÓ×ÅúÍØÓ×ÉÛÉÓÈÊ×ÐÛÈ×ÉÈÍÈÔ×ÙÊ×ÛÈÓÍÎÍÖÛúÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØ õÊ××ÎÅÛÃÉûØÆÓÉÍÊÃúÍÛÊØ Itembackground: èÔ×Î××ØÖÍÊÛÎûØÆÓÉÍÊÃúÍÛÊØÅÛÉÓØ×ÎÈÓÖÓ×ØÓÎÈÔ×úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎ ÛÎØõÊ××ÎÅÛÃÉïÛÉÈ×ÊìÐÛÎÛØÍÌÈ×ØòÛÎÇÛÊÃ èÔ×ÚÍÛÊØÅÓÐÐÌÊÍÆÓØ×ÛØÆÓÙ×ÛÎØ Ê×ÙÍÏÏ×ÎØÛÈÓÍÎÉÈÍÈÔ×ùÓÈÃùÍÇÎÙÓÐÈÔ×ìÐÛÎÎÓÎÕÛÎØâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎÛÎØÍÈÔ×Ê ÛÌÌÍÓÎÈ×ØÚÍÛÊØÉÛÎØÙÍÏÏÓÉÉÓÍÎÉÍÎÛÐÐÏÛÈÈ×ÊÉÙÍÎÙ×ÊÎÓÎÕÚÓÙÃÙÐÓÎÕÅÛÐÑÓÎÕÛÎØ ÕÊ××ÎÅÛÃÉ èÔ×úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØõÊ××ÎÅÛÃÉûØÆÓÉÍÊÃúÍÛÊØªÉÏÛÓÎØÇÈÓ×ÉÛÉÍÇÈÐÓÎ×ØÓÎÈÔ× ÛÈÈÛÙÔ×Øçøíé×ÙÈÓÍÎ ÅÍÇÐØÚ×ÈÍÉÇÌÌÍÊÈÈÔ×ÓÏÌÐ×Ï×ÎÈÛÈÓÍÎÍÖÈÔ×ïÛÉÈ×ÊìÐÛÎÏÛÑ× Ê×ÙÍÏÏ×ÎØÛÈÓÍÎÉÈÍÈÔ×ìÐÛÎÎÓÎÕÛÎØâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎÛÎØùÓÈÃùÍÇÎÙÓÐÊ×ÕÛÊØÓÎÕÈ×ÄÈ ÛÏ×ÎØÏ×ÎÈÉÙÍÏÌÊ×Ô×ÎÉÓÆ×ÌÐÛÎÛÏ×ÎØÏ×ÎÈÉÛÎØÓÏÌÛÙÈÖ×× ùóìÌÊÓÍÊÓÈÓ×É èÔ×úÍÛÊØÅÓÐÐÚ×ÙÍÏÌÊÓÉ×ØÍÖÉ×Æ×ÎÏ×ÏÚ×ÊÉÓÎÙÐÇØÓÎÕÉÓÄÈ×ÙÔÎÓÙÛÐ×ÄÌ×ÊÈÉÉÓÏÓÐÛÊÈÍ ÈÔ×è×ÙÔÎÓÙÛÐèÛÉÑöÍÊÙ×ÇÈÓÐÓÂ×ØÖÍÊÈÔ×ÙÊ×ÛÈÓÍÎÍÖÈÔ×ïÛÉÈ×ÊìÐÛÎÛÎØÈÔ×É×Æ×ÎÈÔÏ×ÏÚ×Ê ÅÓÐÐÚ×ÈÔ×ùÔÛÓÊÏÛÎÍÖÈÔ×ùÍÇÎÙÓÐèÊÛÎÉÌÍÊÈÛÈÓÍÎùÍÏÏÓÉÉÓÍÎÍÊÔÓÉØ×ÉÓÕÎ×× ûÌÌÐÓÙÛÎÈÉÛÊ×ÙÇÊÊ×ÎÈÐÃÚ×ÓÎÕÛÙÙ×ÌÈ×ØÈÔÊÍÇÕÔÈÔ×ùÓÈÃªÉÅ×ÚÉÓÈ×ÇÎØ×ÊÈÔ×ùÓÈÓÂ×Î ùÍÏÏÓÈÈ××ÉúÍÛÊØÉÛÎØùÍÏÏÓÉÉÓÍÎÉìÛÕ×ÅÓÈÔÈÔ×ÓÎÈ×ÎÈÈÍÛÌÌÍÓÎÈÏ×ÏÚ×ÊÉÛÖÈ×ÊÈÔ× ÈÔ ×ÉÈÛÚÐÓÉÔÏ×ÎÈÍÖÈÔ×ÚÍÛÊØÛÈÈÔ×ûÇÕÇÉÈ ùÓÈÃùÍÇÎÙÓÐÏ××ÈÓÎÕ Attachments: ìÊÍÌÍÉ×Øçøíé×ÙÈÓÍÎ úÓÙÃÙÐ×ì×Ø×ÉÈÊÓÛÎÛÎØõÊ××ÎÅÛÃÉûØÆÓÉÍÊÃúÍÛÊØ 1. ê×ØÐÓÎ×Øçøíé×ÙÈÓÍÎ éÇÏÏÛÊÃÍÖê×ÆÓ×ÅûÇÈÔÍÊÓÈÃ 2. Article2.DevelopmentReviewBodies Section2.6 Bicycle,Pedestrian,and Greenways AdvisoryBoard Article2.Development Review Bodies 2.6Bicycle,Pedestrian,andGreenwaysAdvisoryBoard A.Creation ABicycle,Pedestrian,and GreenwaysAdvisoryBoardisherebyestablishedbytheCityofCollege Station forthepurposeofadvisingandrecommendingtotheCityCouncil,thePlanningand ZoningCommission,andotherappointedboardsandcommissionsonallmattersconcerning bicycling,walking,andgreenways. B.MembershipandTerms 1.Number,Appointment TheBicycle,Pedestrian,andGreenwaysAdvisoryBoardshallconsistofseven(7)members whoareresidentsoftheCityandeligiblevoters.Appointmentofmembersshallbemade bytheCityCouncil. TheBoardshallconsistofthe following: (a)Onemembershallrepresentoneofthe following fieldsorprofessions: 1.RealEstate 2.Banking, finance,oreconomics 3.Law (b)Onemembershallrepresentoneofthe following fieldsorprofessions: 1.Recreation 2.Health 3.Kinesiology (c)Onememberthathasspecializedknowledgeandexperienceregardingoneofthe following: 1.Running 2.Walking (d)OnemembershallhavespecializedknowledgeandexperienceregardingBicycling (e)Onemembershallrepresentoneofthe following fieldsorprofessions: 1.Environmental/EcologicalSciences 2.Stormwater/FloodplainManagement 3.NaturalResources (f)Onemembershallrepresentoneofthe following fieldsorprofessions: 1.TransportationPlanning 2.Engineering 3.Architecture 4.Landscapearchitecture 5.Urbanplanning TheseventhregularmembershallbetheChairmanoftheCouncilTransportation Commissionorhisdesignee. TheCityCouncilshallprioritizeBicycle,Pedestrian,andGreenwayAdvisoryBoard candidateswithineachsubsectionabovebytheirdemonstratedexpertise.Intheeventany ofthemembershipsassignedtoaparticularfieldofexpertiseorspecializedknowledge Article2.DevelopmentReviewBodies identifiedintheabovesubsectionscannotbetimelyfilled(inthejudgmentoftheCity Council)withaqualifiedcandidate,theCityCouncilmayappointcitizens-at-largethathave demonstrated interest inbicycling,walking,andgreenwaysto fill suchplaces. 2.Terms EachmemberoftheBicycle,Pedestrian,andGreenwaysAdvisoryBoardshallbeappointed foratermoftwo(2)yearsoruntiltheirsuccessorsareappointed.Initially,appointments willbethefollowing:membersfromsectionsathroughcshallhavetermsofonlyone(1) yearandmembersfromsectionsdthroughfshallhavetermsoftwo(2)years.Following initialappointments,three(3)membersshallbeappointedeachyear. 3.Vacancies VacanciesshallbefilledbytheCityCouncilfortheunexpiredtermofanymemberwhose termbecomesvacant. C.Officers,Meetings,Quorum 1.Officers AChairpersonshallbeappointedannuallybytheCityCouncil.TheBicycle,Pedestrian,and GreenwaysAdvisoryBoardshallselectaVice-Chairpersonfromamongitsmembersas needed. 2.Meetings MembersoftheBicycle,Pedestrian,andGreenwaysAdvisoryBoardshallmeetmonthlyand theChairpersonshalldesignatethetimeandplaceofsuchmeetings.Allmeetingsofthe Boardwhereaquorum ispresentshallbeopentothepublic. 3.Quorum Four(4)membersshallconstituteaquorumfortransactionofbusiness.Any recommendationordecisionwhichdoesnotreceiveamajorityofpositivevotesshallbe deemedanegativereport. 4.RulesofProceeding TheBicycle,Pedestrian,andGreenwaysAdvisoryBoardshalladoptitsownrulesof procedure. 5.Minutes TheBicycle,Pedestrian,andGreenwaysAdvisoryBoardshallkeepminutesofits proceedings,showingthevote,indicatingsuchfact,andshallkeeprecordsofits examinationsandotherofficialactions,allofwhichshallbefiledintheofficeofthe Administratorandshallbeapublicrecord. D.PowersandDuties TheBicycle,Pedestrian,andGreenwaysAdvisoryBoardshallhavethefollowingpowersand duties: 1.Duties Article2.DevelopmentReviewBodies Section2.6 Bicycle,Pedestrian,and Greenways AdvisoryBoard a.SupporttheimplementationoftheTransportationelementoftheComprehensivePlan andtheBicycle,Pedestrian,and GreenwaysMasterPlan; b.Promoteandencouragebicyclingandwalkingasanaccepted(alternate)formof transportation; c.Reviewprojectdesignsrelatedtobicycle,pedestrian,andgreenwayimprovements includingcapital improvementprojects; d.Assistinidentifyingandapplyingforalternativefundingsourcesforbicycle,pedestrian, andgreenway facilities,programs,servicesandprojects; e.Promoteeducationandsafetyprograms forbicyclists,pedestrians,andmotorists; f.Facilitatecitizenparticipationinlocalgovernments’considerationofmattersinvolving bicycle,pedestrianandgreenway issues; g.Promoteintergovernmentalandpublic/privatecoordinationonbicycle,pedestrian,and greenwaymatters includingworkingwith localbusinessesandotherorganizations;and h.Performotherdutiesasmaybeassigned itbytheCity. 2.Recommendations TheBicycle,Pedestrian,andGreenwaysAdvisoryBoardshallmakerecommendationstothe CityCouncilandPlanningandZoningCommissionsubjecttothetermsandconditionsset forth forsuchuses inthisUDO forthe following: a.Theadoptionofcomprehensiveplanamendmentsastheyrelatetobicycling,walking, andgreenways; b.Theadoptionoftextamendmentsastheyrelatetobicycling,walking,andgreenways; c.Thesettingofimpactfee/CIPprioritiesastheyrelatetobicycling,walking,and greenways. E.Staff TheAdministratorshallprovidestaff,asneeded,totheBicycle,Pedestrian,andGreenways AdvisoryBoard. Article2.Development Review Bodies 2.10SummaryofReviewAuthority The followingtablesummarizestheauthorityofthevariousreviewbodiesandstaff. PROCEDURE CityP&ZZBADRBLCBuDev. ilding BPGABAdmin. CouncilComm.OfficialEngr. CITYCOUNCIL(CC) OversizeParticipationDR DevelopmentAgreementDRRR ConditionalUsepermitDRRR ZoningMapAmendmentDRRR ZoningMapAmendment(HP)DRRR PDD / P-MUDConceptPlanDRRR TextAmendmentDRRRR Comp.PlanAmendmentDRRRR ImpactFee/CIPPrioritiesDRR PLANNING&ZONINGCOMMISSION(P&Z) ZoningMapAmendment(HP)RRRR MasterPlansDRRR PreliminaryPlatDRRR FinalPlatDRRR DevelopmentPlatDRRR WaiverofSubdivisionStandardDRRR ZONINGBOARDOFADJUSTMENT(ZBA) VarianceDRRRRRR AdministrativeAppealDR ZoningMapInterpretationDR PROCEDURE CityP&ZZBADRBLCDev. Building BPGABAdmin. CouncilComm.OfficialEngr. DESIGNREVIEWBOARD(DRB) WPC DistrictSitePlanADR WPC DistrictBuilding/Sign ReviewADR WPCParkingWaiversADR NGWaiversDR Non-ResidentialArch.Stand.WaiverDRR Gateway GrantsADRR LANDMARKCOMMISSION(LC) CertificatesofAppropriatenessADRR CertificatesofDemolitionADRR ADMINISTRATOR InterpretationA**AD SignPermitAD SitePlanAA*D AdministrativeAdjustmentAD WPC DistrictBuildingorSign,MinorAD MinororAmendingPlatADR PDConceptPlanMinorAmend.AD CertificateofAppropriateness, RoutineAD NG RoofColorPaletteAmendmentAD Article2.DevelopmentReviewBodies AlternativeParkingPlansADR BUILDINGOFFICIAL(BO) BuildingPermit CertificateofOccupancyR CertificateofCompletionRR DEVELOPMENT ENGINEER(DE) DevelopmentPermitD DrivewayApplicationAD AlternativeConst.MaterialAD *Section3.5.E. SitePlanReviewCriteriaand3.6.E. WolfPenCreekDesignDistrict General SitePlanReview Criteriaonly. **SubdivisionRegs.only.KEY: A=AppealR=RecommendD=Final Action/DecisionRR=Review/Report PerOrdinanceNo.(August12, 2010) Article2.DevelopmentReviewBodies Section2.9 SummaryofReview Authority Thispageleftintentionallyblank. 1101TexasAvenueSouth,P.O.Box9960 CollegeStation,Texas77842 Phone 979.764.3570/Fax979.764.3496 MEMORANDUM Date:August5,2010 To:PlanningandZoningCommission From:DavidColeman,DirectorWaterServices Subject:WaterMasterPlan ______________________________________________________________________________ Item:Presentation,possibleactionanddiscussionregardingadoptionoftheCityofCollegeStationWater MasterPlan. Background&Summary:The updatedwatermasterplanreflectswaterlinesneededasdevelopment occurstoservenewlyannexedareas(withinourwaterCCN),growthcorridors,andexistingareaswhere waterlinesare inneedofreplacement/upsizing.The updatedmasterplanalso identifiesmajorwaterline connectionsneededwithintheexistingsystemthatwillallowthewaterdistributionsystemtooperatemore efficientlyandunderallstate/federalregulations.Theline locationsandsizeshavebeendeterminedthrough systemmodelsproducedbyengineeringconsultantsincoordinationwiththeCityofCollegeStationstaff. Pleasenotethatthewatermasterplanmapsfunctionsimilarlytothethoroughfareplanwithregardto implementationthroughprivatedevelopmentas itoccurs,withtheopportunityforoversizeparticipationto berequestedbythedeveloper.Pleasealsonotethatthe utilitylinesizesarebasedonexistingdevelopment trendsandthe 2009comprehensivelanduseplan.Propertyownersrequestinglanduseplanamendments and/orzoningmapamendments(rezonings)shouldberequiredtoassessthe impactoftheamendmentwith regardtotheWasterMasterPlansandproposechangesasnecessary.Annualandfive(5)yearreviewswill alsobeperformedbyCityofCollegeStationstaff inordertoevaluategrowthtrends,potablewater demands,futurewatersupplyoptions,andthewaterdistributionmasterplanmap. 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ÙÍÉÈÉÍÖÈÔ×ÓÎÖÊÛÉÈÊÇÙÈÇÊ×ÛÎØÖÛÙÓÐÓÈÓ×ÉÎ××Ø×ØÈÍÏ××ÈÈÔ×ÛÎÈÓÙÓÌÛÈ×ØÖÇÈÇÊ×ÕÊÍÅÈÔÍÖÈÔ×ùÓÈÃ Figure 1 ÛÎØÏ××Èè×ÄÛÉùÍÏÏÓÉÉÓÍÎÍÖ÷ÎÆÓÊÍÎÏ×ÎÈÛÐëÇÛÐÓÈÃèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉÌÊ×É×ÎÈÉ ÈÔ×ùÓÈÃªÉ×ÄÓÉÈÓÎÕÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×Ï ôøêÇÈÓÐÓÂ×ØÈÔ×ùÓÈÃªÉÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÏÍØ×ÐÛÎØÈÔ×ùÓÈÃªÉÙÇÊÊ×ÎÈÛÎØÌÊÍÒ×ÙÈ×ØÅÛÈ×Ê Ø×ÏÛÎØÉÈÍØ×È×ÊÏÓÎ×ÙÍÏÌÐÓÛÎÙ×ÅÓÈÔÈÔ×èù÷ëÌÇÚÐÓÙÅÛÈ×ÊÉÃÉÈ×ÏÊ×ËÇÓÊ×Ï×ÎÈÉèÔ×èù÷ë ÛÎÛÐÃÉÓÉÅÛÉØÍÙÇÏ×ÎÈ×ØÓÎÛÉ×ÌÛÊÛÈ×È×ÙÔÎÓÙÛÐÏ×ÏÍÊÛÎØÇÏÅÔÓÙÔÓÉÓÎÙÐÇØ×ØÓÎ Appendix A ÍÖÈÔÓÉïÛÉÈ×ÊìÐÛÎ ûÉÌÛÊÈÍÖÈÔÓÉåÛÈ×ÊïÛÉÈ×ÊìÐÛÎôøê×ÆÛÐÇÛÈ×ØÛØØÓÈÓÍÎÛÐÅÛÈ×ÊÉÇÌÌÐÃÍÌÈÓÍÎÉé×Æ×ÊÛÐ ÛÐÈ×ÊÎÛÈÓÆ×ÉÖÍÊÓÎÙÊ×ÛÉÓÎÕÅÛÈ×ÊÌÊÍØÇÙÈÓÍÎÅÛÈ×ÊÉÇÌÌÐÃÅ×Ê×ÙÍÎÉÓØ×Ê×ØÅÔÓÙÔÓÎÙÐÇØ×Ø ÛØØÓÈÓÍÎÛÐéÓÏÉÚÍÊÍûËÇÓÖ×ÊÅ×ÐÐÉÉÔÛÐÐÍÅÅ×ÐÐÉÓÎÈÔ×éÌÛÊÈÛëÇ××ÎùÓÈÃùÛÊÊÓÂÍûËÇÓÖ×ÊÉ ÚÊÛÙÑÓÉÔÕÊÍÇÎØÅÛÈ×ÊÅ×ÐÐÉÖÊÍÏéÓÏÉÚÍÊÍØÓÊ×ÙÈÌÍÈÛÚÐ×Ê×ÇÉ×ÍÖÅÛÉÈ×ÅÛÈ×Ê×ÖÖÐÇ×ÎÈØÓÊ×ÙÈ ÎÍÎÌÍÈÛÚÐ×Ê×ÇÉ×ÍÖÅÛÉÈ×ÅÛÈ×Ê×ÖÖÐÇ×ÎÈÛÎØÉÇÊÖÛÙ×ÅÛÈ×ÊÍÌÈÓÍÎÉèÔÓÉ×ÆÛÐÇÛÈÓÍÎÓÉÓÎÙÐÇØ×Ø Appendix B ÓÎÛÉÈÛÎØÛÐÍÎ×È×ÙÔÎÓÙÛÐÏ×ÏÍÊÛÎØÇÏÈÔÛÈÓÉÓÎÙÐÇØ×ØÓÎÍÖÈÔÓÉïÛÉÈ×ÊìÐÛÎ 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Use and Associated Zoning Designations Used to Allocate Water Use Average 2005 2002-2006 Water Use Land UseLU CodeAssociated Zoning TypesAcreagesWater Use (gallons/ (gallons/ acre/ day) acre/ day) ùÓÆÓÙùóæùÍÊÊÓØÍÊíÆ×ÊÐÛÃ ìÛÊÑöÐÍÍØÌÐÛÓÎÛÎØöìÛÎØêçê ûÕÊÓÙÇÐÈÇÊÛÐíÌ×Îûí éÈÊ×ÛÏÉ êÇÊÛÐ ìÛÊÑÛÎØìûêñ ê×É×ÛÊÙÔø×Æ×ÐÍÌÏ×ÎÈêø óÎØÇÉÈÊÓÛÐêÛÎØøóîøêøðÓÕÔÈóÎØÇÉÈÊÓÛÐï ô×ÛÆÃóÎØÇÉÈÊÓÛÐï õ×Î×ÊÛÐùÍÏÏ×ÊÙÓÛÐù óÎÉÈÓÈÇÈÓÍÎÛÐóîéè ùÍÏÏ×ÊÓÙÓÛÐóÎØÇÉÈÊÓÛÐù íÖÖÓÙ×íööûØÏÓÎÓÉÈÊÛÈÓÆ× ìÊÍÖ×ÉÉÓÍÎÛÐûì ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìøø ìÐÛÎÎ×Ø ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìøøú ø×Æ×ÐÍÌÏ×ÎÈ ê×ÈÛÓÐìøøÛÎØùî ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìøøô î×ÓÕÔÚÍÊÔÍÍØ ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìïøø ùÍÊ×îÍÊÈÔÕÛÈ×îõ ê×Ø×Æ×ÐÍÌÏ×ÎÈêøøùÍÏÏ×ÊÙÓÛÐîÍÊÈÔÕÛÈ×îõ ê×ÉÓØ×ÎÈÓÛÐîÍÊÈÔÕÛÈ×îõ ê×ÉÓØ×ÎÈÓÛÐûÈÈÛÙÔ×ØêûøÇÌÐ×Äê×ÉÓØ×ÎÈÓÛÐê ê×ÈÛÓÐê×ÕÓÍÎÛÐùêðÓÕÔÈùÍÏÏ×ÊÙÓÛÐù éöê×ÉÓØ×ÎÈÓÛÐðÍÅ éöðøêÇÊÛÐê×ÉÓØ×ÎÈÓÛÐéÇÚØÓÆÓÉÓÍÎûíê ø×ÎÉÓÈÃ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐê éöê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏ éöïøéÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐêú ø×ÎÉÓÈÃ ïÛÎÇÖÛÙÈÇÊ×ØôÍÏ×ìÛÊÑê ôÓÕÔø×ÎÉÓÈÃïÇÐÈÓöÛÏÓÐÃê éöê×ÉÓØ×ÎÈÓÛÐôÓÕÔ éöôø ø×ÎÉÓÈÃ èÍÅÎÔÍÇÉ×èô è×ÄÛÉûïçÎÓÆ×ÊÉÓÈÃùçùÍÐÐ×Õ×ÛÎØçÎÓÆ×ÊÉÓÈÃùç èÊÛÎÉÓÈÓÍÎÛÐèêûîéïÇÐÈÓöÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐê çÎÙÐÛÉÉÓÖÓ×ØçîùêÇÊÛÐê×ÉÓØ×ÎÈÓÛÐéÇÚØÓÆÓÉÓÍÎûíê 5 ìÛÕ× Table 3 – Demand Calculation of Proposed CCN Areas 20082018 Proposed CCN2005 Average Maximum Peak Average Maximum Peak Area (See Table 3)DayDayHourDayDayHour gal/ac/day DesignationLand UseAcresgpmgpmgpmgpmgpmgpm 0 éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ 39.73 11.3222.5338.3110.2418.4331.34 1 óÎÉÈÓÈÇÈÓÍÎÛÐ 7.97 5.9011.7419.955.339.6016.32 2 öÐÍÍØÌÐÛÓÎÉÛÎØÉÈÊ×ÛÏÉ ê×ÉÓØ×ÎÈÓÛÐûÈÈÛÙÔ×Ø óÎØÇÉÈÊÓÛÐêÛÎØø Total130.3029.0857.8898.3926.3047.3580.49 3 ê×ÈÛÓÐê×ÕÓÍÎÛÐ ê×ÈÛÓÐê×ÕÓÍÎÛÐ ê×ÈÛÓÐê×ÕÓÍÎÛÐ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ óÎÉÈÓÈÇÈÓÍÎÛÐ öÐÍÍØìÐÛÓÎ êÇÊÛÐ Total1,066.43537.031,068.691,816.77485.68874.231,486.18 4 èÊÛÎÉÓÈÓÍÎÛÐ ìÛÊÑ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ Total82.2892.32183.71312.3183.49150.28255.48 5 ê×ÈÛÓÐê×ÕÓÍÎÛÐ ê×ÈÛÓÐê×ÕÓÍÎÛÐ èÊÛÎÉÓÈÓÍÎÛÐ ê×ÈÛÓÐî×ÓÕÔÚÍÊÔÍÍØ éöê×ÉÓØ×ÎÈÓÛÐôÓÕÔØ×ÎÉÓÈÃ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ ìÛÊÑ óÎØÇÉÈÊÓÛÐêÛÎØø Total297.56306.55610.031,037.04277.23499.02848.34 6 óÎØÇÉÈÊÓÛÐêÛÎØø ê×ÈÛÓÐê×ÕÓÍÎÛÐ è×ÄÛÉûïçÎÓÆ×ÊÉÓÈÃ óÎØÇÉÈÊÓÛÐêÛÎØø ê×ÈÛÓÐê×ÕÓÍÎÛÐ öÐÍÍØìÐÛÓÎ óÎØÇÉÈÊÓÛÐêÛÎØø ê×ÈÛÓÐê×ÕÓÍÎÛÐ óÎØÇÉÈÊÓÛÐêÛÎØø öÐÍÍØÌÐÛÓÎ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ óÎØÇÉÈÊÓÛÐêÛÎØø éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ Total1,368.89323.91644.581,095.79292.94527.29896.39 7 ìÛÕ× Table 3 – Demand Calculation of Proposed CCN Areas (cont.) 20082018 Proposed CCN 2005 Average Maximum Peak Average Maximum Peak Area (See Table 3)DayDayHourDayDayHour gal/ac/day DesignationLand UseAcresgpmgpmgpmgpmgpmgpm 7 éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ óÎÉÈÓÈÇÈÓÍÎÛÐ öÐÍÍØÌÐÛÓÎ öÐÍÍØÌÐÛÓÎ óÎÉÈÓÈÇÈÓÍÎÛÐ ìÛÊÑ öÐÍÍØÌÐÛÓÎ Total643.52108.40215.72366.7398.04176.47300.00 8 éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ êÇÊÛÐ öÐÍÍØÌÐÛÓÎ Total1,381.78295.13587.30998.41266.91480.43816.74 3.0 TCEQ COMPLIANCE SUMMARY ÷ÆÛÐÇÛÈÓÍÎÍÖÚÍÈÔÈÔ×ÙÇÊÊ×ÎÈØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÛÎØÈÔ×ÌÊÍÌÍÉ×Ø ÉÃÉÈ×ÏÉÔÍÅÉÈÔÛÈ 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èÔ×Ê×ÛÊ×ÈÔÊ××ÛÐÈ×ÊÎÛÈÓÆ×ÉÈÍÌÊÍÆÓØ×ÛØØÓÈÓÍÎÛÐÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÍÊÌÊÍÆÓØ×ÛØØÓÈÓÍÎÛÐ×Ð×ÆÛÈ×Ø ÉÈÍÊÛÕ×ÙÛÌÛÙÓÈÃÈÍÈÔ×ùÓÈÃªÉØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×Ï ÷ÄÌÛÎØÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎ ùÍÎÉÈÊÇÙÈÛî×ÅìÇÏÌéÈÛÈÓÍÎÍÊ ùÍÎÉÈÊÇÙÈÛî×Å÷Ð×ÆÛÈ×ØéÈÍÊÛÕ×èÛÎÑ 4.3 ME ODELINGVALUATION èÍÛÐÐ×ÆÓÛÈ×ÈÔ××Ð×ÆÛÈ×ØÈÛÎÑÚÛÐÛÎÙÓÎÕÌÊÍÚÐ×ÏÛÎØÊ×ØÇÙ××ÄÙ×ÉÉÓÆ×ÌÊ×ÉÉÇÊ×ÉÉ×Æ×ÊÛÐ ÌÍÈ×ÎÈÓÛÐÛÐÈ×ÊÎÛÈÓÆ×ÉÅ×Ê×ÏÍØ×Ð×ØÛÎØ×ÆÛÐÇÛÈ×ØÈÍØ×È×ÊÏÓÎ×ÈÔ××ÖÖ×ÙÈÓÆ×Î×ÉÉÍÖ×ÛÙÔèÍ Ï××Èèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉÈÔ×ÛÐÈ×ÊÎÛÈÓÆ×ÉÓÎÙÐÇØ×Ø×ÓÈÔ×ÊÛØØÓÎÕ ÏÕØÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÈÍ ÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÛØØÓÎÕÛÎ×Å ÏÕØÌÇÏÌÉÈÛÈÓÍÎÓÎÈÔ×ÉÍÇÈÔ×ÊÎÌÍÊÈÓÍÎÍÖ ÈÔ×ùÓÈÃÍÊÛØØÓÎÕÛ ïõ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÈÛÎÑèÔ×ÐÛÉÈÛÐÈ×ÊÎÛÈÓÆ×ûÐÈ×ÊÎÛÈÓÆ×ÅÛÉ ÏÍØ×Ð×ØÈÍÏÛÈÙÔÈÔ×ùÓÈÃªÉÙÇÊÊ×ÎÈÌÐÛÎÉÍÖÊ×ÌÐÛÙÓÎÕôÓÕÔé×ÊÆÓÙ×ìÇÏÌÉ ÛÎØÅÓÈÔÐÛÊÕ×Ê ÕÌÏÌÇÏÌÉèÔ×ÛÐÈ×ÊÎÛÈÓÆ×ÉÏÍØ×Ð×ØÛÎØ×ÆÛÐÇÛÈ×ØÅ×Ê× ÷ÄÌÛÎØøÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÚÃ ÏÕØ ÷ÄÌÛÎØøÍÅÐÓÎÕêÍÛØÛÎØÔÛÆ×ÖÇÐÐÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃ ÷ÄÌÛÎØøÍÅÐÓÎÕêÍÛØÛÎØÓÎÙÊ×ÛÉ×ÈÔ×ÙÍÎÎ×ÙÈÓÆÓÈÃÚ×ÈÅ××ÎõÊ××ÎÉìÊÛÓÊÓ×÷éèÛÎØ ìÛÊÑìÐÛÙ×÷éèÛÐÍÎÕôÓÕÔÅÛÃ ÷ÄÌÛÎØøÍÅÐÓÎÕêÍÛØÛÎØÔÛÆ×ÖÇÐÐÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕÚÍÈÔåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃ ÛÎØÛÐÍÎÕôÓÕÔÅÛÃ ÷ÄÌÛÎØøÍÅÐÓÎÕêÍÛØÛÎØÓÎÙÐÇØ×ÌÊ×ÉÉÇÊ×Ê×ØÇÙÓÎÕÆÛÐÆ×ÉìêæÉÎ×ÛÊõÊ××ÎÉ ìÊÛÓÊÓ×÷éè ÷ÄÌÛÎØøÍÅÐÓÎÕêÍÛØÛÎØÙÍÎÎ×ÙÈÛØÓÊ×ÙÈÈÊÛÎÉÖ×ÊÌÓÌ×ÐÓÎ×ÖÊÍÏøÍÅÐÓÎÕêÍÛØÈÍ ÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éè ùÍÎÉÈÊÇÙÈÛî×ÅìÇÏÌéÈÛÈÓÍÎÎ×ÛÊÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖúÛÊÊÍÎêÍÛØÛÎØåÓÐÐÓÛÏø öÓÈÙÔìÛÊÑÅÛÃ îÍÌÇÏÌÓÎÕ×ÄÌÛÎÉÓÍÎÚÇÈÛØØ×Ð×ÆÛÈ×ØÈÛÎÑÉÈÍÊÛÕ×ÈÍÏ××Èèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉ ê×ÌÐÛÙ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎìÇÏÌÉ ÛÎØÅÓÈÔ ÕÌÏÌÇÏÌÉÛÉÅ×ÐÐ ÛÉÌÊÍÆÓØ×Î×ÅÏÛÓÎÌÓÌÓÎÕÖÊÍÏÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÈÍæÓÙÈÍÊÓÛûÆ×ÎÇ× 12 ìÛÕ× 4.3.1Alt-1. Expand Dowling Road Pump Station by 20 mgd ÷ÄÌÛÎØÓÎÕÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÚÃ ÕØÅÍÇÐØÉÛÈÓÉÖÃÈÔ×èù÷ëÊ×ËÇÓÊ×Ï×ÎÈÖÍÊ Table 4 ÚÍÈÔÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×ÉØÇÊÓÎÕÌ×ÛÑÔÍÇÊÙÍÎØÓÈÓÍÎÉ ÉÇÏÏÛÊÓÂ×ÉÈÔ×ÏÍØ×ÐÓÎÕÊ×ÉÇÐÈÉ Table 4 – Expand Dowling Road Model Results Lowest HighestPark Place Greens Prairie Difference in PressurePressureDemandDemandEST Demand (psi)(psi)(gpm)(gpm)(%) Table 4 ûÉÉ××ÎÓÎèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉÛÊ×Ï×ÈôÍÅ×Æ×ÊÈÔ×ÔÓÕÔÌÊ×ÉÉÇÊ×ÉØÇÊÓÎÕÌ×ÛÑÔÍÇÊ ÛÊ×Ú×ÙÍÏÓÎÕ×ÄÙ×ÉÉÓÆ×åÔ×ÎÈÔ×Ø×ÏÛÎØÊ×ÈÊ×ÛÈÉÛÎØÈÔ×ÉÃÉÈ×ÏÓÉÓÎÊ×ÙÍÆ×ÊÃ×Ð×ÆÛÈ×Ø ÈÛÎÑÉÖÓÐÐÓÎÕÌÊ×ÉÉÇÊ×ÉÅÓÐÐÓÎÙÊ×ÛÉ×Å×ÐÐÛÚÍÆ×ÌÉÓóÈÓÉÌÊ×Ö×ÊÛÚÐ×ÈÍÏÛÓÎÈÛÓÎÌÊ×ÉÉÇÊ×É Ú×ÐÍÅ ÌÉÓÛÈÛÐÐÈÓÏ×ÉÈÍÛÆÍÓØÇÎØ×ÉÓÊÛÚÐ×ÐÓÎ×ÚÊ×ÛÑÉûÐÉÍÈÔ××Ð×ÆÛÈ×ØÈÛÎÑÚÛÐÛÎÙÓÎÕ ÓÉÉÇ×ÓÉÎÍÈÊ×ÉÍÐÆ×ØÅÓÈÔÈÔÓÉÛÐÈ×ÊÎÛÈÓÆ×èÔ×Ê×ÓÉÛÉÓÕÎÓÖÓÙÛÎÈØÓÖÖ×Ê×ÎÙ×ÓÎØ×ÏÛÎØÈÔ×õÊ××ÎÉ ìÊÛÓÊÓ×÷éèÓÉÛÉÏÛÐÐ×ÊÈÛÎÑÛÎØÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éèÓÉÉÓÕÎÓÖÓÙÛÎÈÐÃÖÛÊÈÔ×ÊÛÅÛÃÖÊÍÏÈÔ× øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎíÎÐÃ×ÄÌÛÎØÓÎÕÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÈÍÏ××Èèù÷ë Ê×ËÇÓÊ×Ï×ÎÈÉÅÓÐÐÊ×ÉÇÐÈÓÎÈÔ×ùÓÈÃÇÈÓÐÓÈÃÉÈÛÖÖÔÛÆÓÎÕÛØÓÖÖÓÙÇÐÈÈÓÏ×ÚÛÐÛÎÙÓÎÕÈÔ×ØÓÉÈÊÓÚÇÈÓÍÎ ÉÃÉÈ×ÏÛÎØÔÓÕÔÌÊ×ÉÉÇÊ×ÌÊÍÚÐ×ÏÉÐ×ÛØÓÎÕÈÍÐÓÎ×ÚÊ×ÛÑÉÅÓÐÐÚ×Ê×ÙÇÊÊÓÎÕ 4.3.2Alt-2. Expand Dowling Road and Include Full Connectivity along William D Fitch Parkway ÷ÄÌÛÎØÓÎÕÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÛÎØÓÎÙÐÇØÓÎÕÖÇÐÐ ÓÎÙÔÌÓÌ×ÐÓÎ×ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕ Figure 5 åÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÛÉÉÔÍÅÎÓÎÏ××ÈÉèù÷ëÌÇÏÌÓÎÕÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ× Ê×ËÇÓÊ×Ï×ÎÈÉØÇÊÓÎÕÌ×ÛÑÔÍÇÊØ×ÏÛÎØÉèÔ× ÙÔÌÓÌ×ÐÓÎ××ÄÈ×ÎØÉÖÊÍÏõÊÛÔÛÏêÍÛØÈÍ Table 5 æÓÙÈÍÊÓÛûÆ×ÎÇ×èÔ×ÉÇÏÏÛÊÃÍÖÈÔ×Ê×ÉÇÐÈÉÙÛÎÚ×É××ÎÓÎ Table 5 – Expand Dowling Road with Connectivity along WD Fitch Pkwy Lowest HighestGreens Prairie Difference in Park Place PressurePressureDemandEST Demand Demand (gpm) (psi)(psi)(gpm)(%) 13 ìÛÕ× Greens Prairie EST Expand Dowling Road Pump Station 24-inch Pipeline Figure 5 – Dowling Road Expansion Including Full Connectivity along WD Fitch èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ØÍ×ÉÉÔÍÅÓÏÌÊÍÆ×Ï×ÎÈÓÎÈÔ××Ð×ÆÛÈ×ØÈÛÎÑÚÛÐÛÎÙÓÎÕÌÊÍÚÐ×ÏÚÇÈÌÊ×ÉÉÇÊ×É Ê×ÏÛÓÎÔÓÕÔÓÎÉÍÏ×ÛÊ×ÛÉÉÓÎÙ×ÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÓÉÌÊÍÆÓØÓÎÕÖÐÍÅÖÍÊÈÔ××ÎÈÓÊ× ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×Ï 4.3.3Alt-3. Expand Dowling Road and Increase Connectivity along Highway 6 between Greens Prairie EST and Park Place EST ÷ÄÌÛÎØÓÎÕÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÛÎØÓÎÙÊ×ÛÉÓÎÕÈÔ×ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕôÓÕÔÅÛÃÛÉ Figure 6 ÉÔÍÅÎÓÎÏ××ÈÉèù÷ëÌÇÏÌÓÎÕÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÉØÇÊÓÎÕÌ×ÛÑÔÍÇÊ Ø×ÏÛÎØÉèÅÍÌÓÌ×ÐÓÎ×ÉÅ×Ê×ÇÉ×ØÈÍÓÎÙÊ×ÛÉ×ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕôÓÕÔÅÛÃû ÓÎÙÔ ÌÓÌ×ÐÓÎ×ÅÛÉÛØØ×ØÈÍÈÔ×ÏÍØ×ÐÖÊÍÏíÐØêÍÙÑìÊÛÓÊÓ×êÍÛØ×ÄÈ×ÎØÓÎÕÇÌÈÍôÛÊÆ×ÃïÓÈÙÔ×ÐÐ ìÛÊÑÅÛÃûÎÓÎÙÔÌÓÌ×ÐÓÎ×ÅÛÉÛÐÉÍÛØØ×ØÈÍÈÔ×ÏÍØ×ÐÖÊÍÏôÛÊÆ×ÃïÓÈÙÔ×ÐÐìÛÊÑÅÛÃÇÌÈÍ Table 6 ñÊ×Î×ÑèÛÌêÍÛØèÔ×ÉÇÏÏÛÊÃÍÖÈÔ×Ê×ÉÇÐÈÉÙÛÎÚ×É××ÎÓÎ Table 6 – Expand Dowling Road with Connectivity along Highway 6 Lowest HighestPark Place Greens Prairie Difference in PressurePressure DemandDemandEST Demand (psi)(psi)(gpm)(gpm)(%) 14 ìÛÕ× Park Place EST 18-inch Pipeline 24-inch Pipeline Greens Prairie EST Expand Dowling Road Pump Station Figure 6 – Dowling Road Expansion with Increased Connectivity along Hwy 6 èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÉÓÕÎÓÖÓÙÛÎÈÐÃ×ÄÛÙ×ÊÚÛÈ×ÉÈÔ×ÈÛÎÑÚÛÐÛÎÙÓÎÕÌÊÍÚÐ×ÏÚÃÓÎÙÊ×ÛÉÓÎÕÈÔ×Ø×ÏÛÎØ ÍÎÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éèÔÓÕÔ×ÊÈÔÛÎìÛÊÑìÐÛÙ×èÔ×ÓÎÙÊ×ÛÉ×ØÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕ ôÓÕÔÅÛÃÛÐÐÍÅÉÏÍÊ×ÅÛÈ×ÊÈÍÖÐÍÅÍÇÈÍÖÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éèÈÍÉÇÌÌÐÃÈÔ×Ø×ÏÛÎØÖÛÊÈÔ×Ê ÎÍÊÈÔìÊ×ÉÉÇÊ×ÉÊ×ÏÛÓÎÔÓÕÔÅÓÈÔÛÐÐÈÔ×ÖÐÍÅÚ×ÓÎÕÉÇÌÌÐÓ×ØÖÊÍÏÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌ éÈÛÈÓÍÎ 4.3.4Alt -4. Expand Dowling Road with Connectivity along William D Fitch Pkwy and along Hwy 6 Figure 7 èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÛÉÉÔÍÅÎÓÎ×ÄÌÛÎØÉÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÛÎØÓÎÙÊ×ÛÉ×É ÈÔ×ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕÚÍÈÔåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÛÎØôÓÕÔÅÛÃèÔÓÉÛÐÈ×ÊÎÛÈÓÆ×Ï××ÈÉ èù÷ëÌÇÏÌÓÎÕÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÉèÔ×ÉÇÏÏÛÊÃÍÖÈÔ×ÏÍØ×ÐÓÎÕÊ×ÉÇÐÈÉÙÛÎ Table 7 Ú×É××ÎÓÎ Table 7 – Expand Dowling Road with Connectivity along WD Fitch and Highway 6 ðÍÅ×ÉÈôÓÕÔ×ÉÈìÛÊÑìÐÛÙ×õÊ××ÎÉìÊÛÓÊÓ×øÓÖÖ×Ê×ÎÙ×ÓÎ ìÊ×ÉÉÇÊ×ìÊ×ÉÉÇÊ×ø×ÏÛÎØø×ÏÛÎØ÷éèø×ÏÛÎØ ÌÉÓÌÉÓÕÌÏÕÌÏ 15 ìÛÕ× Park Place EST 18-inch Pipeline 24-inch Pipeline Expand Dowling Road Pump Station Greens Prairie EST 24-inch Pipeline Figure 7 – Expand Dowling Road and Increase Connectivity along both WD Fitch Pkwy and Hwy 6 èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÓÎÙÊ×ÛÉ×ÉÈÔ××Ð×ÆÛÈ×ØÈÛÎÑÚÛÐÛÎÙÓÎÕÌÊÍÚÐ×ÏØÓÖÖ×Ê×ÎÙ×ÓÎØ×ÏÛÎØ ÌÊÓÏÛÊÓÐÃØÇ×ÈÍÓÎÙÊ×ÛÉÓÎÕÈÔ×ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕôÓÕÔÅÛÃìÊ×ÉÉÇÊ×ÉÊ×ÏÛÓÎÔÓÕÔÓÎÉÍÏ× ÛÊ×ÛÉØÇ×ÈÍÛÐÐØÓÉÈÊÓÚÇÈÓÍÎÖÐÍÅÙÍÏÓÎÕÖÊÍÏÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎ 4.3.5Alt-5. Expand Dowling Road and Install PRVs èÔÓÉÛÐÈ×ÊÎÛÈÓÆ××ÄÌÛÎØÉÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÚÃ ÏÕØÛÎØÓÎÙÐÇØ×ÉÈÔ×ÓÎÉÈÛÐÐÛÈÓÍÎ ÍÖÈÅÍìêæÉíÎ×ÍÖÈÔ×ìêæÉÓÉÐÍÙÛÈ×ØÍÎÈÔ×ÓÎÙÔÅÛÈ×ÊÐÓÎ×ÛÐÍÎÕêÍÙÑìÊÛÓÊÓ×êÍÛØ Å×ÉÈÍÖÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÛÎØÈÔ×ÍÈÔ×ÊìêæÓÉÐÍÙÛÈ×ØÍÎÈÔ×ÓÎÙÔ ÅÛÈ×ÊÐÓÎ×ÎÍÊÈÔ×ÛÉÈÍÖÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÛÎØéÈÛÈ×ôÓÕÔÅÛÃèÔ× ÐÍÙÛÈÓÍÎÉÍÖÈÔ×É×ÆÛÐÆ×ÉÛÐÍÎÕÅÓÈÔÈÔ×ÍÈÔ×ÊÓÏÌÊÍÆ×Ï×ÎÈÉÎ×Ù×ÉÉÛÊÃÈÍÏ××Èèù÷ëÏÓÎÓÏÇÏ Figure 8 ÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÉÛÊ×ÉÔÍÅÎÓÎèÔ×ÉÇÏÏÛÊÃÍÖÈÔ×ÏÍØ×ÐÓÎÕÊ×ÉÇÐÈÉÙÛÎÚ× Table 8 É××ÎÓÎ 16 ìÛÕ× Table 8 – Expand Dowling Road and Install PRVs ðÍÅ×ÉÈôÓÕÔ×ÉÈìÛÊÑìÐÛÙ×õÊ××ÎÉìÊÛÓÊÓ×øÓÖÖ×Ê×ÎÙ×ÓÎìêæ ìÊ×ÉÉÇÊ×ìÊ×ÉÉÇÊ×ø×ÏÛÎØø×ÏÛÎØ÷éèø×ÏÛÎØé×ÈÈÓÎÕ ÌÉÓÌÉÓÕÌÏÕÌÏÌÉÓ Park Place EST 12-and 18-inch Pipelines Expand Dowling Road Pump Station Pressure Reducing Valves 24-inch Pipeline Greens Prairie EST Figure 8 – Expand Dowling Road and Install PRVs èÔ×Ú×Î×ÖÓÈÉÍÖÓÎÉÈÛÐÐÓÎÕÈÔ×ìêæÉÛÊ×ÈÔÛÈÈÔ×ÌÊ×ÉÉÇÊ×ÉÓÎÈÔ×ì×ÚÚÐ×ùÊ××ÑÛÊ×ÛÛÊ×ÐÍÅ×Ê×Ø ÈÍÏÍÊ×ÛÙÙ×ÌÈÛÚÐ×Ð×Æ×ÐÉûÖÈ×ÊÉ×Æ×ÊÛÐÓÈ×ÊÛÈÓÍÎÉÈÔ×ÏÍØ×Ð×ØÌÊ×ÉÉÇÊ×É×ÈÈÓÎÕÍÖ×ÛÙÔÍÖÈÔ× ìêæÉÈÍÑ××ÌÌÊ×ÉÉÇÊ×ÉÛÚÍÆ×ÏÓÎÓÏÇÏèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉÓÉ ÌÉÓûÐÉÍÈÍÑ××ÌÌÊ×ÉÉÇÊ×É ÛÚÍÆ×ÈÔ×èù÷ëÏÓÎÓÏÇÏÙÍÎÎ×ÙÈÓÆÓÈÃÓÏÌÊÍÆ×Ï×ÎÈÉÛÊ×Ê×ËÇÓÊ×ØÛÐÍÎÕôÓÕÔÅÛÃÛÎØÛÐÍÎÕ Figure 8 åÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÛÉÉÔÍÅÎÓÎèÔ×ìêæÉØÓØÎÍÈÔÛÆ×ÛÖÛÆÍÊÛÚÐ×ÛÖÖ×ÙÈÍÎÈÔ× ×Ð×ÆÛÈ×ØÈÛÎÑÚÛÐÛÎÙÓÎÕÌÊÍÚÐ×ÏØÓÖÖ×Ê×ÎÙ×ÓÎØ×ÏÛÎØèÔ×Ø×ÏÛÎØÓÎÈÔ×ÉÍÇÈÔ×ÊÎ ÌÍÊÈÓÍÎÍÖÈÔ×ùÓÈÃÛÎØÍÎÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éèÓÉÏÇÙÔÔÓÕÔ×ÊÈÔÛÎÍÎÈÔ×ìÛÊÑìÐÛÙ×÷éèÛÉ Table 8 ÉÔÍÅÎÓÎèÔ×ìêæÉØÍÌÊÍÆÓØ×ÛÚ×Î×ÖÓÈÓÎÈÔÛÈÌÊ×ÉÉÇÊ×ÉÓÎÈÔ×ì×ÚÚÐ×ùÊ××ÑÛÊ×ÛÛÊ× ÐÍÅ×Ê×ØÚÇÈÈÔ×ÃØÍÎÍÈÌÊÍÆÓØ×ÛÎÃÏ×ÛÉÇÊ×ÛÚÐ×Ú×Î×ÖÓÈÅÓÈÔÊ×ÕÛÊØÉÈÍÈÔ×ÈÛÎÑÚÛÐÛÎÙÓÎÕÍÊ ÔÓÕÔÌÊ×ÉÉÇÊ×ÌÊÍÚÐ×ÏÉÎ×ÛÊÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎ 17 ìÛÕ× 4.3.6 Alt-6. Expand Dowling Road and Connect a Direct Transfer Line from Dowling Road to Greens Prairie EST ÷ÄÌÛÎØÓÎÕÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÛÎØÔÛÆÓÎÕÛØÓÊ×ÙÈ ÓÎÙÔÈÊÛÎÉÖ×ÊÌÓÌ×ÐÓÎ×ÖÊÍÏÈÔ× øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÈÍÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éèÛÐÍÎÕÅÓÈÔÈÔ×ÛØØÓÈÓÍÎÛÐ ÓÎÙÔ ÌÓÌ×ÐÓÎ×ÉÈÔÛÈÙÍÎÎ×ÙÈõÊÛÔÛÏêÍÛØÈÍæÓÙÈÍÊÓÛûÆ×ÎÇ×ÛÐÍÎÕåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÏ××ÈÉ ÈÔ×èù÷ëÌÇÏÌÓÎÕÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÉèÔ×ÌÓÌÓÎÕÊÍÇÈ×ÙÛÎÚ×É××ÎÓÎ Figure 9Table 9 ÛÎØÈÔ×ÉÇÏÏÛÊÃÍÖÈÔ×ÏÍØ×ÐÓÎÕÊ×ÉÇÐÈÉÙÛÎÚ×É××ÎÓÎ Table 9 – Expand Dowling Road with Direct Transfer from Dowling Road to Greens Prairie EST ðÍÅ×ÉÈôÓÕÔ×ÉÈøÓÖÖ×Ê×ÎÙ×ÓÎ ìÛÊÑìÐÛÙ×õÊ××ÎÉìÊÛÓÊÓ× ìÊ×ÉÉÇÊ×ìÊ×ÉÉÇÊ×÷éèø×ÏÛÎØ ø×ÏÛÎØÕÌÏø×ÏÛÎØÕÌÏ ÌÉÓÌÉÓ èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÚÛÐÛÎÙ×ÉÈÔ××Ð×ÆÛÈ×ØÈÛÎÑÉØÇÊÓÎÕÛÌ×ÛÑÔÍÇÊØ×ÏÛÎØèÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ØÍ×É Ê×ËÇÓÊ×ÛÌÌÊÍÄÓÏÛÈ×ÐÃ Ö××ÈÍÖ ÓÎÙÔÌÓÌ×ûØÓÉÛØÆÛÎÈÛÕ×ÍÖÈÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÓÉÈÔÛÈØÇÊÓÎÕ ÛÆ×ÊÛÕ×ÛÎØÐÍÅØ×ÏÛÎØÉÅÛÈ×ÊÛÕ×ÓÎÈÔ×ÌÓÌ×ÐÓÎ×ÙÍÇÐØÚ×ÕÓÎÈÍÙÛÇÉ×ÇÎÅÛÎÈ×ØÙÔÐÍÊÓÎ× Ê×ÉÓØÇÛÐÐÍÉÉìÊ×ÉÉÇÊ×ÉÓÎÉÍÏ×ÛÊ×ÛÉÊ×ÏÛÓÎÔÓÕÔÚÇÈÛÊ×ÈÔ×ÐÍÅ×ÉÈÍÖÛÐÐÈÔ×øÍÅÐÓÎÕêÍÛØ ìÇÏÌéÈÛÈÓÍÎ×ÄÌÛÎÉÓÍÎÛÐÈ×ÊÎÛÈÓÆ×É 18 ìÛÕ× Park Place EST Expand Dowling Road Pump Station Greens Prairie EST 20-inch Direct Transfer Pipeline Figure 9 – Expand Dowling Road with Direct Transfer to Greens Prairie EST 4.3.7 Alt-7. Construct New Pump Station óÎÉÈ×ÛØÍÖ×ÄÌÛÎØÓÎÕÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎûÐÈ×ÊÎÛÈÓÆ×îÍÓÉÈÍÙÍÎÉÈÊÇÙÈÛÎ×Å ÌÇÏÌÉÈÛÈÓÍÎÎ×ÛÊÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖúÛÊÊÍÎêÍÛØÛÎØåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃèÔÓÉÛÐÈ×ÊÎÛÈÓÆ× Ê×ËÇÓÊ×ÉÛÎ×ÅÌÇÏÌÉÈÛÈÓÍÎÛÎØÛÌÌÊÍÄÓÏÛÈ×ÐÃ Ö××ÈÍÖÉÇÌÌÐÃÌÓÌÓÎÕÖÊÍÏÈÔ×øÍÅÐÓÎÕ êÍÛØìÇÏÌéÈÛÈÓÍÎÓÎÙÐÇØÓÎÕÓÎÙÊ×ÛÉ×ÉÓÎÈÔ×ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕÚÍÈÔåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃ ÛÎØôÓÕÔÅÛÃèÔÓÉÛÐÈ×ÊÎÛÈÓÆ×Ï××ÈÉèù÷ëÌÇÏÌÓÎÕÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÉûÉ Figure 10 É××ÎÓÎÍÈÔ×ÊÌÓÌÓÎÕÓÏÌÊÍÆ×Ï×ÎÈÉÛÊ×Î×Ù×ÉÉÛÊÃÈÍÑ××ÌÌÊ×ÉÉÇÊ×ÉÛÚÍÆ×ÈÔ× ÌÉÓ Table 10 ÏÓÎÓÏÇÏèÔ×ÉÇÏÏÛÊÃÍÖÈÔ×ÏÍØ×ÐÓÎÕÊ×ÉÇÐÈÉÙÛÎÚ×É××ÎÓÎ Table 10 – Construct New Pump Station ðÍÅ×ÉÈôÓÕÔ×ÉÈìÛÊÑìÐÛÙ×õÊ××ÎÉìÊÛÓÊÓ×øÓÖÖ×Ê×ÎÙ×ÓÎ ìÊ×ÉÉÇÊ×ìÊ×ÉÉÇÊ×ø×ÏÛÎØø×ÏÛÎØ÷éèø×ÏÛÎØ ÌÉÓÌÉÓÕÌÏÕÌÏ 19 ìÛÕ× èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÓÉÛÈÈÊÛÙÈÓÆ×Ú×ÙÛÇÉ×ÓÈÚÛÐÛÎÙ×ÉÈÔ××Ð×ÆÛÈ×ØÈÛÎÑØ×ÏÛÎØÉÐÍÅ×ÊÉØÓÉÙÔÛÊÕ× ÌÊ×ÉÉÇÊ×ÉÖÊÍÏÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÛÎØÌÊÍÆÓØ×ÉÈÔ×ùÓÈÃÅÓÈÔÛÊ×ØÇÎØÛÎÈÌÇÏÌ Table 10 ÉÈÛÈÓÍÎûÉÉ××ÎÓÎÈÔ×ìÛÊÑìÐÛÙ×÷éèØ×ÏÛÎØÓÉÎÍÅÐÛÊÕ×ÊÈÔÛÎÈÔ×õÊ××ÎÉìÊÛÓÊÓ× ÷éèØ×ÏÛÎØÅÔÓÙÔÓÉÛÚ×Î×ÖÓÈÉÓÎÙ×ÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éèÓÉÛÉÏÛÐÐ×ÊÈÛÎÑ èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÉÍÏ×ÅÔÛÈÉ×ÌÛÊÛÈ×ÉÈÔ×ùÓÈÃÓÎÈÍÈÅÍÉÃÉÈ×ÏÉèÔ×Î×ÅÌÇÏÌÉÈÛÈÓÍÎÙÛÎÚ× ÍÌ×ÊÛÈ×ØÚÛÉ×ØÍÎÈÔ×õÊ××ÎÉìÊÛÓÊÓ×÷éèÛÎØÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÙÛÎÚ×ÍÌ×ÊÛÈ×Ø ÚÛÉ×ØÍÎÈÔ×ìÛÊÑìÐÛÙ×÷éèûØÓÉÛØÆÛÎÈÛÕ×ÓÉÈÔÛÈÈÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÛØØÉÛÌÇÏÌÉÈÛÈÓÍÎÈÔÛÈ Figure 10 ÅÓÐÐÎ××ØÈÍÚ×ÍÌ×ÊÛÈ×ØÛÎØÏÛÓÎÈÛÓÎ×ØûÉÉ××ÎÓÎÈÔÓÉÛÐÈ×ÊÎÛÈÓÆ×Ê×ËÇÓÊ×ÉÉ×Æ×ÊÛÐ ÓÏÌÊÍÆ×Ï×ÎÈÉÈÍÏÛÓÎÈÛÓÎÌÊ×ÉÉÇÊ×ÉÛÚÍÆ×ÈÔ×èù÷ëÏÓÎÓÏÇÏ Park Place EST 12- and 18-inch Pipelines 18-inch Pipeline Greens Prairie EST Dowling Road Pump Station 20-inch Pump Station Supply 24-inch Pipeline New Pump Station & Ground Storage Tank Figure 10 – Construct New Pump Station 4.3.8 Alt-8. No Pumping Expansion – Add Elevated Storage ûØØÓÎÕ ÏÓÐÐÓÍÎÕÛÐÐÍÎÉÍÖ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÓÎÉÈ×ÛØÍÖ×ÄÌÛÎØÓÎÕÈÔ×ÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÛÐÍÎÕ Figure 11 ÅÓÈÔÈÔ×ÌÓÌÓÎÕÓÏÌÊÍÆ×Ï×ÎÈÉÉÔÍÅÎÓÎÏ××ÈÉèù÷ëÌÇÏÌÓÎÕÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ× Ê×ËÇÓÊ×Ï×ÎÈÉðÍÙÛÈÓÎÕÛÎØÙÍÎÎ×ÙÈÓÎÕÈÔ×Î×Å×Ð×ÆÛÈ×ØÈÛÎÑÉÍÈÔÛÈÓÈÙÍÏÌÐÓÏ×ÎÈÉÈÔ× 20 ìÛÕ× Figure 11 ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÅÓÐÐÚ×ÛÙÔÛÐÐ×ÎÕ×ÚÇÈÙÛÎÚ×ÛÙÙÍÏÌÐÓÉÔ×ØÉÔÍÅÉÈÔ×ÌÊÍÌÍÉ×Ø ×Ð×ÆÛÈ×ØÈÛÎÑÐÍÙÛÈÓÍÎÛÎØÈÔ×ÛØØÓÈÓÍÎÛÐÌÓÌ×ÈÔÛÈÅÓÐÐÎ××ØÈÍÚ×ÓÎÉÈÛÐÐ×ØÈÍÏ××Èèù÷ë Table 11 Ê×ËÇÓÊ×Ï×ÎÈÉèÔ×ÉÇÏÏÛÊÃÍÖÈÔ×ÏÍØ×ÐÓÎÕÊ×ÉÇÐÈÉÙÛÎÚ×É××ÎÓÎ Table 11 – Add Elevated Storage with No Pumping Expansion ðÍÅ×ÉÈôÓÕÔ×ÉÈìÛÊÑìÐÛÙ×õÊ××ÎÉìÊÛÓÊÓ×î×ÅèÛÎÑøÓÖÖ×Ê×ÎÙ×ÓÎ ìÊ×ÉÉÇÊ×ìÊ×ÉÉÇÊ×ø×ÏÛÎØø×ÏÛÎØø×ÏÛÎØ÷éèø×ÏÛÎØ ÌÉÓÌÉÓÕÌÏÕÌÏÕÌÏ Park Place EST 18-inch Pipeline New EST Greens Prairie EST Dowling Road Pump Station 24-inch Pipeline Figure 11 – Add Elevated Storage with No Pumping Expansion èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÚÛÐÛÎÙ×ÉÈÔ×ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏØ×ÏÛÎØÉÍÎÈÔ×ØÓÖÖ×Ê×ÎÈ×Ð×ÆÛÈ×ØÈÛÎÑÉÛÎØÈÔ× Î××ØÈÍ×ÄÌÛÎØÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÓÉÎ×ÕÛÈ×ØôÍÅ×Æ×ÊÈÔ×ùÓÈÃÅÓÐÐÎ××ØÛÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐÐÓÍÎÕÛÐÐÍÎ×Ð×ÆÛÈ×ØÈÛÎÑøÇÊÓÎÕÛÆ×ÊÛÕ×Ø×ÏÛÎØÉÛÎØÐÍÅØ×ÏÛÎØÉÅÛÈ×ÊÛÕ×ÓÎÈÔ× ×Ð×ÆÛÈ×ØÈÛÎÑÉÙÍÇÐØÚ×ÙÍÏ×ÌÊÍÚÐ×ÏÛÈÓÙôÓÕÔÅÛÈ×ÊÛÕ×ÉÇÉÇÛÐÐÃÊ×ÉÇÐÈÓÎÙÔÐÍÊÓÎ×Ê×ÉÓØÇÛÐ ÐÍÉÉÅÔÓÙÔÙÛÎÚ×ÙÍÏ×ÛÎÍÈÔ×ÊÓÉÉÇ× ÏÓÐÐÓÍÎÕÛÐÐÍÎÉÍÖÛØØÓÈÓÍÎÛÐÉÈÍÊÛÕ×ÓÉÎ××Ø×ØÚÃÃ×ÛÊ ÉÍÓÖÈÔÓÉÚ×ÙÍÏ×ÉÈÔ×ÌÊ×Ö×ÊÊ×ØÛÐÈ×ÊÎÛÈÓÆ×ÓÈÅÍÇÐØÚ×ÈÔ×ÏÍÉÈ×ÖÖÓÙÓ×ÎÈÈÍÉÓÂ×ÈÔ×ÈÛÎÑÖÍÊ 21 ìÛÕ× Figure 11 ÈÔ× ÏÓÐÐÓÍÎÕÛÐÐÍÎÙÛÌÛÙÓÈÃûÉÉ××ÎÓÎÍÈÔ×ÊÌÓÌÓÎÕÓÏÌÊÍÆ×Ï×ÎÈÉÛÊ×Î×Ù×ÉÉÛÊÃ ÈÍÑ××ÌÌÊ×ÉÉÇÊ×ÉÛÚÍÆ×ÈÔ× ÌÉÓÏÓÎÓÏÇÏ 4.3.9 Alt-9. Replace Pumps at Dowling Road ê×ÌÐÛÙÓÎÕøÍÅÐÓÎÕêÍÛØìÇÏÌÉ ÛÎØÅÓÈÔ ÕÌÏÌÇÏÌÉÛØØÓÎÕ ÓÎÙÔÏÛÓÎÌÓÌÓÎÕ ÖÊÍÏÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÈÍæÓÙÈÍÊÓÛûÆ×ÎÇ×ÛÎØÓÎÉÈÛÐÐÓÎÕÈÔ×ÌÓÌÓÎÕÓÏÌÊÍÆ×Ï×ÎÈÉ Figure 12Figure 12 ÉÔÍÅÎÓÎÛÐÉÍÏ××Èèù÷ëÌÇÏÌÓÎÕÛÎØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÉ ÉÔÍÅÉÈÔ×ÌÇÏÌÊ×ÌÐÛÙ×Ï×ÎÈÉÛÎØÈÔ× ÓÎÙÔÌÓÌ×ÐÓÎ×ÈÔÛÈÓÉÊ×ËÇÓÊ×ØÖÊÍÏÈÔ×øÍÅÐÓÎÕêÍÛØ ìÇÏÌéÈÛÈÓÍÎÈÍæÓÙÈÍÊÓÛûÆ×ÎÇ×ÛÐÍÎÕíÐØå×ÐÐÚÍÊÎêÍÛØÛÎØåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÅÓÈÔ ÓÎÈ×ÊÏ×ØÓÛÈ×ÙÍÎÎ×ÙÈÓÍÎÉÎ×ÛÊñÐ×ÓÎ×ðÛÎ×ÛÎØÛÈúÛÊÊÍÎêÍÛØèÍÏÛÓÎÈÛÓÎÌÊ×ÉÉÇÊ×ÛÚÍÆ× ÌÉÓÓÎÈÔ×ÎÍÊÈÔÌÛÊÈÍÖÈÔ×ùÓÈÃÛÎÓÎÙÔÌÓÌ×ÐÓÎ×ÖÊÍÏôÛÊÆ×ÃêÍÛØÈÍçÎÓÆ×ÊÉÓÈÃøÊÓÆ×ÛÐÍÎÕ è×ÄÛÉûÆ×ÎÇ×ÅÓÈÔÛÎÓÎÈ×ÊÏ×ØÓÛÈ×ÙÍÎÎ×ÙÈÓÍÎÛÈõ×ÍÊÕ×úÇÉÔøÊÓÆ×ÓÉÊ×ËÇÓÊ×ØÛÉÉÔÍÅÎÓÎ Figure 12Table 12 èÔ×ÉÇÏÏÛÊÃÍÖÈÔ×ÏÍØ×ÐÓÎÕÊ×ÉÇÐÈÉÙÛÎÚ×É××ÎÓÎ Table 12 – Add Elevated Storage with No Pumping Expansion øÓÖÖ×Ê×ÎÙ×ÓÎ ðÍÅ×ÉÈìÊ×ÉÉÇÊ×ôÓÕÔ×ÉÈìÊ×ÉÉÇÊ×ìÛÊÑìÐÛÙ×õÊ××ÎÉìÊÛÓÊÓ× ÷éèø×ÏÛÎØ ÌÉÓÌÉÓø×ÏÛÎØÕÌÏø×ÏÛÎØÕÌÏ 22 ìÛÕ× Park Place EST 18-inch Pipeline Greens Prairie EST Replace Dowling Road Pumps 24-inch Pipeline Figure 12 – Replace Pumps at Dowling Road èÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÌÊÍÆÓØ×ÉÛÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ Ì×ÊÙ×ÎÈÓÏÌÊÍÆ×Ï×ÎÈÓÎÚÛÐÛÎÙÓÎÕÈÔ×ÈÛÎÑ Ø×ÏÛÎØÉèÔÓÉÛÐÈ×ÊÎÛÈÓÆ×ÓÉÏÍØ×Ð×ØÍÖÖÍÖÈÔ×ùÓÈÃªÉÙÇÊÊ×ÎÈÌÐÛÎÉÈÍÊ×ÌÐÛÙ×ÌÇÏÌÉÛÎØ×ÄÌÛÎØ ÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÖÓÊÏÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÚÃÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÕÌÏÛÉÉÇÏÓÎÕ ÈÔ×ÈÅÍÊ×ÌÐÛÙ×Ï×ÎÈÌÇÏÌÉÛÊ× ÕÌÏ×ÛÙÔÛÎØÍÎ×ÓÉÔ×ÐØÍÇÈÍÖÉ×ÊÆÓÙ×èÔ×Î×Å ÓÎÙÔÌÓÌ×ÐÓÎ×ÛÐÍÎÕíÐØå×ÐÐÚÍÊÎÛÎØåÓÐÐÓÛÏøöÓÈÙÔìÛÊÑÅÛÃÛÓØÉÓÎÈÊÛÎÉÖ×ÊÊÓÎÕÅÛÈ×ÊÈÍÈÔ× ÉÍÇÈÔÛÎØÚÛÐÛÎÙÓÎÕÈÔ××Ð×ÆÛÈ×ØÈÛÎÑØ×ÏÛÎØÉÅÔÓÐ×ÈÔ×Î×ÅÓÎÙÔÌÓÌ×ÐÓÎ×ÓÎÈÔ×ÎÍÊÈÔÛÐÍÎÕ è×ÄÛÉûÆ×ÎÇ×ÏÛÓÎÈÛÓÎÉÈÔÍÉ×ÌÊ×ÉÉÇÊ×ÉÛÚÍÆ×ÈÔ×èù÷ëÊ×ËÇÓÊ×Ø ÌÉÓèÔ×ÔÓÕÔÌÊ×ÉÉÇÊ×É ÓÎÈÔÓÉÛÐÈ×ÊÎÛÈÓÆ×Ê×ÏÛÓÎÊ×ÐÛÈÓÆ×ÐÃÐÍÅÙÍÏÌÛÊ×ØÈÍÈÔ×ÍÈÔ×ÊÛÐÈ×ÊÎÛÈÓÆ×É 5.0 OPINION OF PROBABLE CONSTRUCTION COSTS Table 12 ìÊÍÚÛÚÐ×ÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈÉÅ×Ê××ÉÈÓÏÛÈ×ØÖÍÊ×ÛÙÔÍÖÈÔ×ÎÓÎ×ÛÐÈ×ÊÎÛÈÓÆ×ÉØÓÆÓØ×ÉÈÔ× ÛÐÈ×ÊÎÛÈÓÆ×ÉÓÎÈÍÓÎØÓÆÓØÇÛÐÓÏÌÊÍÆ×Ï×ÎÈÌÊÍÒ×ÙÈÉÛÎØÉÔÍÅÉÌÊÍÚÛÚÐ×ÙÍÉÈÉÖÍÊ×ÛÙÔÌÊÍÒ×ÙÈÛÎØ ÈÍÈÛÐÙÍÉÈÉÖÍÊ×ÛÙÔÍÖÈÔ×ÛÐÈ×ÊÎÛÈÓÆ×É 23 ìÛÕ× 6.0 RECOMMENDED INFRASTRUCTURE IMPROVEMENTS èÔ×ÈÔÊ××ÌÊÓÏÛÊÃÍÚÒ×ÙÈÓÆ×ÉÈÔÛÈÈÔÓÉåÛÈ×ÊïÛÉÈ×ÊìÐÛÎÓÎÈ×ÎØ×ØÈÍÛØØÊ×ÉÉÅÓÈÔÊ×ÕÛÊØÈÍÈÔ× ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎªÉÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÅ×Ê×ÈÍ ï××Èèù÷ëê×ËÇÓÊ×Ï×ÎÈÉ úÛÐÛÎÙ×ÈÔ×÷Ð×ÆÛÈ×ØèÛÎÑÉ ê×ØÇÙ×÷ÄÙ×ÉÉÓÆ×ìÊ×ÉÉÇÊ×É Appendix A èÔ×èù÷ëûÎÛÐÃÉÓÉèïÅÔÓÙÔÓÉÓÎÙÐÇØ×ØÓÎÛØØÊ×ÉÉ×ÉÈÔ×Î××ØÖÍÊÛØØÓÈÓÍÎÛÐÅ×ÐÐ ÉÇÌÌÐÃÈÍÏ××Èè÷ùëÅ×ÐÐÅÛÈ×ÊÉÇÌÌÐÃÊ×ËÇÓÊ×Ï×ÎÈÉèÔ×ùÓÈÃÔÛÉÛÐÊ×ÛØÃÌÐÛÎÎ×ØÈÔ×ÛØØÓÈÓÍÎ ÍÖå×ÐÐÉÛÎØ ÅÔÓÙÔÅÓÐÐÏ××ÈÈÔ×ÌÊÍÒ×ÙÈ×Ø èù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉèÔ×ÙÍÉÈÉÈÍ ÈÔ×ùÓÈÃÔÛÆ×Ú××Î×ÉÈÓÏÛÈ×ØÛÈÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÖÍÊÈÔ×É×ÈÔÊ××Î×ÅÅ×ÐÐÉ îÓÎ×ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÛÐÈ×ÊÎÛÈÓÆ×ÉÅ×Ê××ÆÛÐÇÛÈ×ØÇÉÓÎÕÈÔ×ùÓÈÃªÉÙÛÐÓÚÊÛÈ×ØÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎ ÉÃÉÈ×ÏÏÍØ×ÐèÔ×ÛÐÈ×ÊÎÛÈÓÆ×ÉÅ×Ê×ÏÍØ×Ð×ØÇÉÓÎÕÈÔ×ùÓÈÃªÉÌÊÍÒ×ÙÈ×Ø Ì×ÛÑÔÍÇÊÅÛÈ×Ê Ø×ÏÛÎØÉèÔÓÉÛÐÐÍÅ×ØÈÔ×Ø×È×ÊÏÓÎÛÈÓÍÎÍÖ×ÛÙÔÍÖÈÔ×ÛÐÈ×ÊÎÛÈÓÆ×Éª×ÖÖ×ÙÈÓÆ×Î×ÉÉÓÎÏ××ÈÓÎÕÈÔ× ÌÊÓÏÛÊÃÍÚÒ×ÙÈÓÆ×ÉûÐÐÎÓÎ×ÍÖÈÔ×ÛÐÈ×ÊÎÛÈÓÆ×ÉÅ×Ê×ÙÛÌÛÚÐ×ÍÖÏ××ÈÓÎÕÈÔ×ÌÊÍÒ×ÙÈ×Ø èù÷ë Ê×ËÇÓÊ×Ï×ÎÈÉôÍÅ×Æ×ÊûÐÈ×ÊÎÛÈÓÆ×ÉÈÔÊÍÇÕÔÅ×Ê×ÎÍÈÙÛÌÛÚÐ×ÍÖÚÛÐÛÎÙÓÎÕÈÔ××Ð×ÆÛÈ×Ø ÈÛÎÑÉÖÍÊÊ×ØÇÙÓÎÕ×ÄÙ×ÉÉÓÆ×ÌÊ×ÉÉÇÊ×ÉÛÎØÓÎÉ×Æ×ÊÛÐÙÛÉ×ÉÏÛØ×ÈÔ×É×ÉÓÈÇÛÈÓÍÎÉÅÍÊÉ× ûÐÈ×ÊÎÛÈÓÆ×ÉÛÎØØÓØÉÔÍÅÓÏÌÊÍÆ×Ï×ÎÈÉÓÎÚÍÈÔ×Ð×ÆÛÈ×ØÈÛÎÑÚÛÐÛÎÙÓÎÕÛÎØ×ÄÙ×ÉÉÓÆ× ÌÊ×ÉÉÇÊ×Ê×ØÇÙÈÓÍÎ÷ÛÙÔÍÖÈÔ×ÛÐÈ×ÊÎÛÈÓÆ×ÉÛÎØÓÉÛÆÓÛÚÐ×ÍÌÈÓÍÎÖÍÊÈÔ×ùÓÈÃÈÍ ÙÍÎÉÓØ×ÊÈÔÛÈÏ××ÈÈÔ×ÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÕÍÛÐÉûØÆÛÎÈÛÕ×ÉÛÎØØÓÉÛØÆÛÎÈÛÕ×ÉÍÖÈÔ× Table 13 ÈÔÊ××ÛÐÈ×ÊÎÛÈÓÆ×ÉÛÊ×ÉÔÍÅÎÓÎ 24 ìÛÕ× Table 13 – Advantages and Disadvantages of Viable Alternatives Alt. Description Advantages Disadvantages # ÷ÄÌÛÎØøÍÅÐÓÎÕêÍÛØìéÅÓÈÔúÛÐÛÎÙ×ÉÈÔ××Ð×ÆÛÈ×ØåÛÈ×ÊÛÕ×ÓÎÈÔ× ÓÎÙÔ ÓÎÙÊ×ÛÉ×ØÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕÈÛÎÑÉÈÊÛÎÉÖ×ÊÌÓÌ×ØÇÊÓÎÕ åøöìÛÊÑÅÛÃÛÎØ ÛÆ×ÊÛÕ×ÛÎØÏÓÎÓÏÇÏ ØÓÊ×ÙÈÈÊÛÎÉÖ×ÊÌÓÌ×ÖÊÍÏÌÊ×ÉÉÇÊ×ÉØ×ÏÛÎØÉ 6 øÍÅÐÓÎÕêÍÛØìéÈÍõÊ××ÎÉ ôÓÕÔÙÍÉÈÍÖÐÍÎÕÈÊÛÎÉÖ×Ê ìÊÛÓÊÓ×÷Ð×ÆÛÈ×ØèÛÎÑÌÓÌ× îÍÌÇÏÌÉÈÛÈÓÍÎ Ê×ØÇÎØÛÎÙÃ ùÍÎÉÈÊÇÙÈÎ×ÅÌÇÏÌÉÈÛÈÓÍÎúÛÐÛÎÙ×ÉÈÔ××Ð×ÆÛÈ×ØôÓÕÔ×ÉÈÙÍÉÈÍÌÈÓÍÎ ÛÎØÕÊÍÇÎØÉÈÍÊÛÕ×ÈÛÎÑÎ×ÛÊÈÛÎÑÉ ê×ËÇÓÊ×ØÍÌ×ÊÛÈÓÍÎÛÎØ ÈÔ×ÓÎÈ×ÊÉ×ÙÈÓÍÎÍÖúÛÊÊÍÎêÍÛØ ÏÛÓÎÈ×ÎÛÎÙ×ÍÖÛÎ ÛÎØåøöìÛÊÑÅÛÃÓÎÙÐÇØ× ÖÍÊÐÍÅ×ÊÓÎÕ×ÄÙ×ÉÉÓÆ×ÛØØÓÈÓÍÎÛÐÌÇÏÌÉÈÛÈÓÍÎ 7 ÓÎÙÔÉÇÌÌÐÃÈÍÎ×ÅìéÓÎÙÊ×ÛÉ×ÌÊ×ÉÉÇÊ×É ðÛÎØÛÙËÇÓÉÓÈÓÍÎÖÍÊÈÔ× ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕåøö ìÊÍÆÓØ×ÉÛÊ×ØÇÎØÛÎÈÎ×ÅÌÇÏÌÉÈÛÈÓÍÎÊ×ËÇÓÊ×Ø ìÛÊÑÅÛÃÛÎØôÓÕÔÅÛÃÛÎØÌÇÏÌÉÈÛÈÓÍÎÅÓÈÔÓÎÈÔ× ÛØØÓÎÙÔÙÍÎÎ×ÙÈÓÍÎÈÔÊÍÇÕÔùÓÈÃªÉØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×Ï è×ÄÛÉûï îÍÌÇÏÌÓÎÕ×ÄÌÛÎÉÓÍÎûØØúÛÐÛÎÙ×ÉÈÔ××Ð×ÆÛÈ×ØåÛÈ×ÊÛÕ×ÓÎÙÊ×ÛÉ×É Î×Å ïõ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÈÛÎÑÉ íÌ×ÊÛÈÓÍÎÉÅÓÐÐÎ××ØÈÍ ÈÛÎÑÈÍÉÛÈÓÉÖÃèù÷ë ÙÔÛÎÕ×ÈÍÛØØÊ×ÉÉÈÔ× Ê×ËÇÓÊ×Ï×ÎÈÉÓÎÙÊ×ÛÉ×ÛÐÈ×ÊÎÛÈÓÆ×ÅÛÈ×ÊÛÕ×ÓÉÉÇ×ÉØ××Ì 8 ÙÍÎÎ×ÙÈÓÆÓÈÃÛÐÍÎÕåøö ÷ÄÙ×ÉÉÓÆ×ÌÊ×ÉÉÇÊ×ÉÅÓÐÐÙÃÙÐÓÎÕ 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ÛÎØ×ÆÛÐÇÛÈ×ÈÔ×ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎªÉØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏèÔ×ùøÛÐÉÍÙÍÎÈÛÓÎÉÈÔ×ÉÔÛÌ× ÖÓÐ×ÉÈÔÛÈÅ×Ê×ÇÉ×ØØÇÊÓÎÕÈÔ×Ø×ÏÛÎØÌÊÍÒ×ÙÈÓÍÎÏÍØ×ÐÓÎÕÛÎØÏÛÌÌÓÎÕÌÔÛÉ×ÉÍÖÈÔÓÉÌÊÍÒ×ÙÈ 27 ìÛÕ× Appendix A ûÌÌ×ÎØÓÄû TCEQ Analysis of College Station’s Distribution System Technical Memorandum 1.0 OBJECTIVE èÔÓÉè×ÙÔÎÓÙÛÐï×ÏÍÊÛÎØÇÏèïØÍÙÇÏ×ÎÈÉÈÔ×ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎªÉÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎ ÉÃÉÈ×ÏÛÉÓÈÙÍÏÌÛÊ×ÉÈÍÈÔ×è×ÄÛÉùÍÏÏÓÉÉÓÍÎÍÎ÷ÎÆÓÊÍÎÏ×ÎÈÛÐëÇÛÐÓÈÃèù÷ëÊÇÐ×É ÛÎØÊ×ÕÇÐÛÈÓÍÎÉÖÍÊØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÉùÔÛÌÈ×Ê ÛÌÈ×Êøé×ÙÈÓÍÎÉ Æ×ÊÓÖÓ×ÉÈÔ×ÙÍÎØÓÈÓÍÎÉÓÎÈÔ××ÄÓÉÈÓÎÕ ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÛÉÅ×ÐÐÛÉÈÔ×ÌÊÍÌÍÉ×ØÉÃÉÈ×ÏÓÎÈÔ×Ã×ÛÊ èÔ×ÏÍØ×ÐÛÎÛÐÃÉÓÉ ÖÍÙÇÉ×ØÍÎÌÊ×ÉÉÇÊ×ÏÛÓÎÈ×ÎÛÎÙ×ÇÎØ×ÊÎÍÊÏÛÐÛÎØÖÓÊ×ÖÐÍÅÙÍÎØÓÈÓÍÎÉÛÎØ×ÆÛÐÇÛÈ×Ø ÉÃÉÈ×ÏÙÛÌÛÙÓÈÓ×ÉÖÍÊÏÛÓÎÉÌÇÏÌÓÎÕÇÎÓÈÉÛÎØÉÈÍÊÛÕ×ÖÛÙÓÐÓÈÓ×ÉØÇÊÓÎÕÚÍÈÔÛÆ×ÊÛÕ×ÛÎØ Ì×ÛÑØ×ÏÛÎØÌ×ÊÓÍØÉèÔ×ÍÚÒ×ÙÈÓÆ×ÍÖÈÔÓÉÛÎÛÐÃÉÓÉÅÛÉÈÍÓØ×ÎÈÓÖÃÓÎÖÊÛÉÈÊÇÙÈÇÊ×ÓÈ×ÏÉÓÎ ÈÔ××ÄÓÉÈÓÎÕÛÎØÌÊÍÌÍÉ×ØÉÃÉÈ×ÏÉÈÔÛÈØÍÎÍÈÏ××Èèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉèù÷ëØÓÉÈÊÓÚÇÈÓÍÎ ÉÃÉÈ×ÏÊ×ÕÇÐÛÈÓÍÎÉÉÌ×ÙÓÖÃÏÓÎÓÏÇÏÛÙÙ×ÌÈÛÚÐ×ÍÌ×ÊÛÈÓÎÕÌÊ×ÉÉÇÊ×ÉÌÇÏÌÓÎÕÙÛÌÛÙÓÈÓ×É ÛÎØÉÈÍÊÛÕ×ÆÍÐÇÏ×ÉèÔÓÉèïÛÐÉÍÓØ×ÎÈÓÖÓ×ÉÈÔ×ÓÏÌÊÍÆ×Ï×ÎÈÉÊ×ËÇÓÊ×ØÈÍÏ××Èèù÷ë Ê×ÕÇÐÛÈÓÍÎÉÖÍÊÚÍÈÔÈÔ××ÄÓÉÈÓÎÕÉÃÉÈ×ÏÛÎØÈÔ×ÌÊÍÌÍÉ×ØÉÃÉÈ×Ï 2.0 EXISTING DISTRIBUTION SYSTEM OVERVIEW èÔ×ùÓÈÃªÉ×ÄÓÉÈÓÎÕØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÛÉÉÔÍÅÎÓÎöÓÕÇÊ×ÙÍÎÉÓÉÈÉÍÖÛÌÌÊÍÄÓÏÛÈ×ÐÃ É×ÊÆÓÙ×ÙÍÎÎ×ÙÈÓÍÎÉÛÎØÙÍÎÈÛÓÎÉÈÔ×ÖÍÐÐÍÅÓÎÕÖÛÙÓÐÓÈÓ×ÉÛÎØÙÛÌÛÙÓÈÓ×ÉÉÔÍÅÎÓÎ èÛÚÐ× Table 1 – Facilities and Capacities Elevated Storage õÊ××ÎÉìÊÛÓÊÓ× ïõ ìÛÊÑìÐÛÙ× ïõ Total Elevated 5.0 MG Storage Ground Storage Dowling Road Pump 8.0 MG Station / Total Pumps (Dowling Road) ôéæöø ÕÌÏÏÕØ ôé æöø ÕÌÏÏÕØ ôé öÓÄ×ØéÌ××Ø ÕÌÏÏÕØ ôéöÓÄ×ØéÌ××Ø ÕÌÏÏÕØ Total Pumping 30,000 gpm (43.2 mgd) Capacity îÍÈ×éÈÍÊÛÕ×ÓÉ×ÄÌÊ×ÉÉ×ØÓÎÏÓÐÐÓÍÎÕÛÐÐÍÎÉïõÛÎØ ÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÓÉ×ÄÌÊ×ÉÉ×ØÛÉÕÛÐÐÍÎÉÌ×ÊÏÓÎÇÈ×ÕÌÏ 1 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum 3.0 DISTRIBUTION SYSTEM MODEL EVALUATION óÎ ÍÌÛÉÈ×ÛØÃÉÈÛÈ×ÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×Ï ÏÍØ×ÐèÔÓÉÏÍØ×ÐÅÛÉÐÛÈ×ÊÖÍÇÎØÈÍÙÍÎÈÛÓÎÆÛÊÓÍÇÉØÓÉÙÊ×ÌÛÎÙÓ×ÉÓÎÐÓÎ×ÙÍÎÎ×ÙÈÓÆÓÈÃÛÎØ ÐÓÎ×ÛÈÈÊÓÚÇÈ×ÓÎÖÍÊÏÛÈÓÍÎóÎ 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Projections from the Dowling Road Pump Station Water Distribution System Demand Projections 11 2000 2005 200820132016201820232028 2,3 Population Projection 4,5 Per Capita Water Use (gpcd) 6 Water Demands Annual Water Demands (MG/yr) 7,8 Max Day to Average Day Peaking Factor Average Day Water Demands (MGD) Maximum Day Water Demands (MGD) 9 Peak Hour Water Demands (MGD) ã×ÛÊÉ ÛÎØ ÛÊ×ÛÙÈÇÛÐÔÓÉÈÍÊÓÙÛÐØÛÈÛ ã×ÛÊ ÌÍÌÇÐÛÈÓÍÎÙÛÐÙÇÐÛÈ×ØÛÉÈÔ×ùÓÈÃ×ÉÈÓÏÛÈ×ØÌÍÌÇÐÛÈÓÍÎÍÖ ÏÓÎÇÉ ã×ÛÊ ÌÍÌÇÐÛÈÓÍÎÍÖÚÛÉ×ØÍÎã×ÛÊ ÌÍÌÇÐÛÈÓÍÎÛÉÉÇÏÓÎÕÛÎÛÎÎÇÛÐÕÊÍÅÈÔÊÛÈ×ÍÖ ûÖÈ×Êã×ÛÊ ÌÍÌÇÐÛÈÓÍÎÛÉÉÇÏ×ÉÛÕÊÍÅÈÔÊÛÈ×ÍÖ ÇÎÈÓÐã×ÛÊ ÍÕÊÍÅÈÔ ã×ÛÊ Ì×ÊÙÛÌÓÈÛÆÛÐÇ×É×È×ËÇÛÐÈÍÔÓÉÈÍÊÓÙÛÐÌ×ÊÙÛÌÓÈÛÇÉ×ÓÎã×ÛÊ ûÉÉÇÏ×ÉÛÌ×ÊÙÛÌÓÈÛÊ×ØÇÙÈÓÍÎÍÖÌ×ÊÃ×ÛÊÛÖÈ×Ê ûÐÐÅÛÈ×ÊØ×ÏÛÎØÉÓÎÙÐÇØ×ÚÓÐÐ×ØÛÎØÇÎÚÓÐÐ×ØÅÛÈ×ÊÇÉ×ÅÓÈÔÓÎÈÔ×ùÓÈÃÉØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÛÖÈ×ÊÐ×ÛÆÓÎÕÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎ ã×ÛÊ Ì×ÛÑÓÎÕÖÛÙÈÍÊÉ×È×ËÇÛÐÈÍã×ÛÊ ÇÉÓÎÕØÛÈÛÉÇÌÌÐÓ×ØÚÃÈÔ×ùÓÈÃ ûÉÉÇÏ×ÉÛÊ×ØÇÙÈÓÍÎÍÖÌ×ÊÃ×ÛÊÖÍÊÌ×ÛÑÓÎÕÛÖÈ×Ê úÛÉ×ØÍÎÊ×ÙÍÊØÔÍÇÊÐÃØ×ÏÛÎØ ÕÌÏÊ×ÛÙÔ×Øûï ÈÔ×ÌÊÍÒ×ÙÈ×ØÌ×ÛÑÔÍÇÊÈÍÏÛÄÓÏÇÏØÛÃÖÛÙÈÍÊÓÎ 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ÌÊÍÒ×ÙÈ×ØÌÍÌÇÐÛÈÓÍÎÕÊÍÅÈÔÚÃÈÔ×ÛÆ×ÊÛÕ×Ì×ÊÙÛÌÓÈÛÅÛÈ×ÊÇÉÛÕ×ÛØÒÇÉÈ×ØÚÛÉ×ØÍÎÛ ÌÊÍÒ×ÙÈ×ØÛÆ×ÊÛÕ×ÍÎ×Ì×ÊÙ×ÎÈÌ×ÊÃ×ÛÊÊ×ØÇÙÈÓÍÎÓÎÈÔ×ÛÆ×ÊÛÕ×Ì×ÊÙÛÌÓÈÛÅÛÈ×ÊÇÉ× ÉÈÛÊÈÓÎÕÓÎ ÈÛÅÛÈ×ÊÇÉÛÕ×ÌÊÍÒ×ÙÈÓÍÎÉÛÊ×ÚÛÉ×ØÍÎÈÔ× ùÓÈÃªÉÙÍÎÉ×ÊÆÛÈÓÍÎÌÐÛÎèÔ× ØÛÃØ×ÏÛÎØÉÅ×Ê×ÙÛÐÙÇÐÛÈ×ØÚÃÏÇÐÈÓÌÐÃÓÎÕ ÛÆ×ÊÛÕ×ØÛÃØ×ÏÛÎØÉÚÃÛÖÛÙÈÍÊÍÖØ×ÊÓÆ×ØÖÊÍÏÈÔ×ÙÛÐÙÇÐÛÈÓÍÎÉÌ×ÊÖÍÊÏ×ØÓÎèÛÚÐ× 4 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum èÔ× ×ØÚÃÏÇÐÈÓÌÐÃÓÎÕÏÛÄÓÏÇÏØÛÃØ×ÏÛÎØÉÚÃ ÛÖÛÙÈÍÊÍÖÙÛÐÙÇÐÛÈ×ØÖÊÍÏÈÔ×ÌÊÍÒ×ÙÈÓÍÎÉÛÉÉÔÍÅÎÓÎèÛÚÐ× ÉÙ×ÎÛÊÓÍÉÖÍÊ ÛÆ×ÊÛÕ×ØÛÃÏÛÄÓÏÇÏØÛÃÛÎØÌ×ÛÑÔÍÇÊÅ×Ê×ÚÇÓÐÈÓÎÈÍÈÔ×ùÓÈÃªÉÏÍØ×ÐÈÔ×ìÊÍÌÍÉ×Ø ùùîûÊ×ÛÉÅ×Ê×ÛØØ×ØÈÍÈÔ×ÏÍØ×ÐÛÎØÈÔ×Ø×ÏÛÎØÉÅ×Ê×ÛÐÐÍÙÛÈ×ØÛÎØÛØÒÇÉÈ×ØÈÍ ÏÛÈÙÔÈÔ×ÈÍÈÛÐØ×ÏÛÎØÌÊÍÒ×ÙÈÓÍÎÉÉÔÍÅÎÓÎèÛÚÐ× Table 3 – Land Use and Associated Zoning Designations Used to Allocate Water Use verage A 2002-2006 2005 Water Use Water Use (gallons/ (gallons/ Land UseLU CodeAssociated Zoning TypesAcreagesacre/ day)acre/ day) ùÓÆÓÙùóæùÍÊÊÓØÍÊíÆ×ÊÐÛÃ ìÛÊÑöÐÍÍØÌÐÛÓÎÛÎØöìÛÎØêçê éÈÊ×ÛÏÉ êÇÊÛÐ ìÛÊÑÛÎØìûêñûÕÊÓÙÇÐÈÇÊÛÐíÌ×Îûí ê×É×ÛÊÙÔø×Æ×ÐÍÌÏ×ÎÈêø ðÓÕÔÈóÎØÇÉÈÊÓÛÐï óÎØÇÉÈÊÓÛÐêÛÎØøóîøêø ô×ÛÆÃóÎØÇÉÈÊÓÛÐï õ×Î×ÊÛÐùÍÏÏ×ÊÙÓÛÐù óÎÉÈÓÈÇÈÓÍÎÛÐóîéè ùÍÏÏ×ÊÓÙÓÛÐóÎØÇÉÈÊÓÛÐù íÖÖÓÙ×íööûØÏÓÎÓÉÈÊÛÈÓÆ× ìÊÍÖ×ÉÉÓÍÎÛÐûì ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìøø ìÐÛÎÎ×Ø ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìøøú ø×Æ×ÐÍÌÏ×ÎÈ ê×ÈÛÓÐ ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìøøô î×ÓÕÔÚÍÊÔÍÍØìøøÛÎØùî ìÐÛÎÎ×Øø×Æ×ÐÍÌÏ×ÎÈøÓÉÈÊÓÙÈìïøø ùÍÊ×îÍÊÈÔÕÛÈ×îõ ùÍÏÏ×ÊÙÓÛÐîÍÊÈÔÕÛÈ×îõ ê×Ø×Æ×ÐÍÌÏ×ÎÈêøø ê×ÉÓØ×ÎÈÓÛÐîÍÊÈÔÕÛÈ×îõ ê×ÉÓØ×ÎÈÓÛÐûÈÈÛÙÔ×ØêûøÇÌÐ×Äê×ÉÓØ×ÎÈÓÛÐê ê×ÈÛÓÐê×ÕÓÍÎÛÐùêðÓÕÔÈùÍÏÏ×ÊÙÓÛÐù éöê×ÉÓØ×ÎÈÓÛÐðÍÅ ø×ÎÉÓÈÃéöðøêÇÊÛÐê×ÉÓØ×ÎÈÓÛÐéÇÚØÓÆÓÉÓÍÎûíê éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐê éöê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐêú ø×ÎÉÓÈÃéöïø ïÛÎÇÖÛÙÈÇÊ×ØôÍÏ×ìÛÊÑê éöê×ÉÓØ×ÎÈÓÛÐôÓÕÔ ôÓÕÔø×ÎÉÓÈÃïÇÐÈÓöÛÏÓÐÃê ø×ÎÉÓÈÃéöôø èÍÅÎÔÍÇÉ×èô è×ÄÛÉûïçÎÓÆ×ÊÉÓÈÃùçùÍÐÐ×Õ×ÛÎØçÎÓÆ×ÊÉÓÈÃùç èÊÛÎÉÓÈÓÍÎÛÐèêûîéïÇÐÈÓöÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐê çÎÙÐÛÉÉÓÖÓ×ØçîùêÇÊÛÐê×ÉÓØ×ÎÈÓÛÐéÇÚØÓÆÓÉÓÍÎûíê 5 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum Table 4 – Demand Calculation of Proposed CCN Areas 20082018 Average Maximum Peak Average Maximum Peak 2005 Proposed CCN DayDayHourDayDayHour (See Table 3) Area gal/ac/day DesignationLand UseAcresgpmgpmgpmgpmgpmgpm 039.7311.3222.5338.3110.2418.4331.34 éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ 17.975.9011.7419.955.339.6016.32 óÎÉÈÓÈÇÈÓÍÎÛÐ 2 öÐÍÍØÌÐÛÓÎÉÛÎØÉÈÊ×ÛÏÉ ê×ÉÓØ×ÎÈÓÛÐûÈÈÛÙÔ×Ø óÎØÇÉÈÊÓÛÐêÛÎØø Total130.3029.0857.8898.3926.3047.3580.49 3 ê×ÈÛÓÐê×ÕÓÍÎÛÐ ê×ÈÛÓÐê×ÕÓÍÎÛÐ ê×ÈÛÓÐê×ÕÓÍÎÛÐ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ óÎÉÈÓÈÇÈÓÍÎÛÐ öÐÍÍØìÐÛÓÎ êÇÊÛÐ Total1,066.43537.031,068.691,816.77485.68874.231,486.18 4 èÊÛÎÉÓÈÓÍÎÛÐ ìÛÊÑ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ Total82.2892.32183.71312.3183.49150.28255.48 5 ê×ÈÛÓÐê×ÕÓÍÎÛÐ ê×ÈÛÓÐê×ÕÓÍÎÛÐ èÊÛÎÉÓÈÓÍÎÛÐ ê×ÈÛÓÐî×ÓÕÔÚÍÊÔÍÍØ éöê×ÉÓØ×ÎÈÓÛÐôÓÕÔØ×ÎÉÓÈÃ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐï×ØÓÇÏø×ÎÉÓÈÃ ìÛÊÑ óÎØÇÉÈÊÓÛÐêÛÎØø Total297.56306.55610.031,037.04277.23499.02848.34 6 óÎØÇÉÈÊÓÛÐêÛÎØø ê×ÈÛÓÐê×ÕÓÍÎÛÐ è×ÄÛÉûïçÎÓÆ×ÊÉÓÈÃ óÎØÇÉÈÊÓÛÐêÛÎØø ê×ÈÛÓÐê×ÕÓÍÎÛÐ öÐÍÍØìÐÛÓÎ óÎØÇÉÈÊÓÛÐêÛÎØø ê×ÈÛÓÐê×ÕÓÍÎÛÐ óÎØÇÉÈÊÓÛÐêÛÎØø öÐÍÍØÌÐÛÓÎ éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ óÎØÇÉÈÊÓÛÐêÛÎØø éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ Total1,368.89323.91644.581,095.79292.94527.29896.39 7 éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ óÎÉÈÓÈÇÈÓÍÎÛÐ öÐÍÍØÌÐÛÓÎ öÐÍÍØÌÐÛÓÎ óÎÉÈÓÈÇÈÓÍÎÛÐ ìÛÊÑ öÐÍÍØÌÐÛÓÎ Total643.52108.40215.72366.7398.04176.47300.00 8 éÓÎÕÐ×öÛÏÓÐÃê×ÉÓØ×ÎÈÓÛÐðÍÅø×ÎÉÓÈÃ êÇÊÛÐ öÐÍÍØÌÐÛÓÎ Total1,381.78295.13587.30998.41266.91480.43816.74 7 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum 5.0 TCEQ RULES AND SYSTEM COMPLIANCE ùÔÛÌÈ×Ê ÈÔ×èù÷ëêÇÐ×ÉÙÍÎÈÛÓÎÉÈÔ×ÏÓÎÓÏÇÏÊ×ËÇÓÊ×Ï×ÎÈÉÈÍ ÅÔÓÙÔØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÉÏÇÉÈÛØÔ×Ê×ÈÍÚ×Ê×ÙÍÕÎÓÂ×ØÛÉÛÙÙ×ÌÈÛÚÐ×ÍÊÉÇÌ×ÊÓÍÊÊÛÈ×Ø ÉÃÉÈ×ÏÉèÔ×ùÓÈÃªÉ×ÄÓÉÈÓÎÕØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×Ï ÈÔ×ÌÊÍÌÍÉ×ØØÓÉÈÊÓÚÇÈÓÍÎ ÉÃÉÈ×Ï ÓÎÕùÓÈÃªÉÙÛÐÓÚÊÛÈ×ØÏÍØ×ÐÈÍØ×È×ÊÏÓÎ×ÙÍÏÌÐÓÛÎÙ×ÅÓÈÔ ÈÔ×èù÷ëÊÇÐ×ÉèÔ××ÆÛÐÇÛÈÓÍÎÉÍÖÈÔ××ÄÓÉÈÓÎÕÉÃÉÈ×ÏÛÎØÈÔ×ÌÊÍÌÍÉ×ØÉÃÉÈ×ÏÛÊ× Ø×ÈÛÓÐ×ØÚ×ÐÍÅ 5.1 ES XISTING YSTEM èÔ××ÄÓÉÈÓÎÕÉÃÉÈ×ÏÉÔÍÅÎÓÎöÓÕÇÊ×ÔÛÉÓÎÊ×Ù×ÎÈÏÍÎÈÔÉÛÌÌÊÍÛÙÔ×Ø ÅÛÈ×Ê É×ÊÆÓÙ×ÙÍÎÎ×ÙÈÓÍÎÉÛÎØÈÔ×ÖÛÙÓÐÓÈÓ×ÉÛÎØÙÛÌÛÙÓÈÓ×ÉÛÊ×ÉÔÍÅÎÓÎèÛÚÐ×èÔÓÉÎÇÏÚ×ÊÓÉ ÙÍÎÉ×ÊÆÛÈÓÆ×Ú×ÙÛÇÉ×ÈÔ×ÎÇÏÚ×ÊÓÎÙÐÇØ×ÉÛÐÐùÓÈÃÅÛÈ×ÊÙÍÎÎ×ÙÈÓÍÎÉÛÉÅ×ÐÐÛÉÏÇÐÈÓÇÎÓÈ ÙÍÏÌÐ×Ä×ÉÛÌÛÊÈÏ×ÎÈÙÍÏÌÐ×Ä×ÉÅÓÈÔ×ÛÙÔÓÎØÓÆÓØÇÛÐÐÓÆÓÎÕÇÎÓÈÙÍÇÎÈ×ØÛÉÛÉ×ÌÛÊÛÈ× ÙÍÎÎ×ÙÈÓÍÎèÔÊÍÇÕÔÎ×ÕÍÈÓÛÈÓÍÎÉÅÓÈÔèù÷ëÈÔ×ùÓÈÃÙÍÇÐØÌÍÈ×ÎÈÓÛÐÐÃÚ×ÉÇÙÙ×ÉÉÖÇÐÓÎ ÐÍÅ×ÊÓÎÕÈÔ×ÈÍÈÛÐÎÇÏÚ×ÊÍÖÉ×ÊÆÓÙ×ÙÍÎÎ×ÙÈÓÍÎÉÌ×Êèù÷ëÚÛÉ×ØÍÎÈÔ×ÛÉÉÇÏÌÈÓÍÎÈÔÛÈ ÓÎØÓÆÓØÇÛÐÛÌÛÊÈÏ×ÎÈÉÈ×ÎØÈÍÔÛÆ×ÐÍÅ×ÊÅÛÈ×ÊØ×ÏÛÎØÉÈÔÛÎÈÔ×ÛÆ×ÊÛÕ×ÅÛÈ×ÊÉ×ÊÆÓÙ× ÙÍÎÎ×ÙÈÓÍÎ 5.1.1 System Pressures ûÙÙÍÊØÓÎÕÈÍÈÔ×èù÷ëÊÇÐ×ÉÈÔ×ùÓÈÃªÉØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÏÇÉÈÚ×ÛÚÐ×ÈÍÏÛÓÎÈÛÓÎÛ ÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×ÍÖ ÌÉÓÛÈÛÐÐÌÍÓÎÈÉÅÓÈÔÓÎÈÔ×ØÓÉÈÊÓÚÇÈÓÍÎÎ×ÈÅÍÊÑØÇÊÓÎÕÎÍÊÏÛÐ ÍÌ×ÊÛÈÓÎÕÙÍÎØÓÈÓÍÎÉÅÔÓÙÔÓÉÉÌ×ÙÓÖÓ×ØÈÍÚ×ÛÈÛÖÐÍÅÊÛÈ×ÍÖÛÈÐ×ÛÉÈÕÌÏÌ×Ê ÙÍÎÎ×ÙÈÓÍÎóÎÛØØÓÈÓÍÎÅÔ×ÎÈÔ×ÉÃÉÈ×ÏÓÉÓÎÈ×ÎØ×ØÈÍÌÊÍÆÓØ×ÖÓÊ×ÖÓÕÔÈÓÎÕÙÛÌÛÚÓÐÓÈÃÓÈ ÏÇÉÈÚ×Ø×ÉÓÕÎ×ØÈÍÏÛÓÎÈÛÓÎÛÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×ÍÖ ÌÉÓÇÎØ×ÊÙÍÏÚÓÎ×ØÖÓÊ×ÛÎØ ØÊÓÎÑÓÎÕÅÛÈ×ÊÖÐÍÅÙÍÎØÓÈÓÍÎÉ öÍÊÈÔ×ùÓÈÃªÉ ÙÍÎÎ×ÙÈÓÍÎÉÈÔ×ùÓÈÃÏÇÉÈÏÛÓÎÈÛÓÎÛÌÊ×ÉÉÇÊ×ÍÖ ÌÉÓÛÈÛÖÐÍÅÊÛÈ× ÍÖÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÕØÚÛÉ×ØÍÎÈÔ×ÕÌÏÌ×ÊÙÍÎÎ×ÙÈÓÍÎÖÐÍÅ 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ROPOSED YSTEM èÔ×ÌÊÍÌÍÉ×ØÉÃÉÈ×ÏÅÓÈÔÈÔ×Î×ÅìÊÍÌÍÉ×ØùùîûÊ×ÛÉÖÍÊ ÅÛÉ×ÆÛÐÇÛÈ×ØÇÉÓÎÕÈÔ× ÉÛÏ×Ï×ÈÔÍØÍÐÍÕÃÛÉÅÛÉÇÉ×ØÖÍÊÈÔ××ÄÓÉÈÓÎÕÉÃÉÈ×ÏèÔ×ÊÛÈÓÍÍÖÈÔ×ÌÍÌÇÐÛÈÓÍÎÓÎ ÈÍÈÔ×ÎÇÏÚ×ÊÍÖÙÍÎÎ×ÙÈÓÍÎÉ ÓÉ ÈÔÓÉÊÛÈÓÍÛÎØÈÔ×ÌÊÍÒ×ÙÈ×Ø ÌÍÌÇÐÛÈÓÍÎÍÖ ÖÍÊ ÌÊÍÒ×ÙÈ×ØÎÇÏÚ×ÊÍÖÅÛÈ×ÊÙÍÎÎ×ÙÈÓÍÎÉÓÎ ÓÉ ÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÔÍÅÉÈÔ×ÎÇÏÚ×ÊÍÖÙÍÎÎ×ÙÈÓÍÎÌ×ÊÃ×ÛÊÌÊÍÒ×ÙÈ×ØÍÇÈÈÍ 10 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum Year Figure 3 – Projected Connections 5.2.1 System Pressures öÍÊÈÔ× ÌÊÍÒ×ÙÈ×Ø ÍÎÉÈÔ×ùÓÈÃÏÇÉÈÏÛÓÎÈÛÓÎÛÌÊ×ÉÉÇÊ×ÍÖ ÌÉÓÛÈÛ ÖÐÍÅÊÛÈ×ÍÖÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÕÌÏÏÕØÚÛÉ×ØÍÎÈÔ×ÕÌÏÌ×ÊÙÍÎÎ×ÙÈÓÍÎÖÐÍÅ Ê×ËÇÓÊ×Ï×ÎÈèÔ×ÏÍØ×ÐÅÛÉ×Ä×ÙÇÈ×ØÇÉÓÎÕÈÔ× ÕÌÏÏÕØÅÓÈÔÈÔ××Ð×ÆÛÈ×Ø ÈÛÎÑÉÎ×ÛÊ×ÏÌÈÃìÇÏÌÉôéôé Å×Ê×É×ÈÈÍÚ×ÊÇÎÎÓÎÕÛÎØôéÅÛÉÍÖÖ èÔ×ÏÍØ×ÐÊ×ÉÇÐÈÉÓÎØÓÙÛÈ×ØÈÔÛÈÈÔ×ÐÍÅ×ÉÈÌÊ×ÉÉÇÊ×ÌÊ×ØÓÙÈ×ØÈÔÊÍÇÕÔÍÇÈÈÔ××ÎÈÓÊ×ÉÃÉÈ×Ï ÅÛÉÌÉÓÅÔÓÙÔÓÉÏÇÙÔÐÍÅ×ÊÈÔÛÎÈÔ×èù÷ëÏÓÎÓÏÇÏÊ×ËÇÓÊ×Ï×ÎÈèÔ×ÛÙÈÇÛÐ ÌÊÍÒ×ÙÈ×ØÌ×ÛÑÔÍÇÊØ×ÏÛÎØÖÍÊÈÔ× ÏÇÙÔÐÍÅ×ÊÛÈ ÕÌÏ ÏÕØÍÙÙÇÊÉÓÎ Î××ØÉÈÍÚ×ÇÉ×ØÔ×Ê×ÛÉÉ××ÎÓÎèÛÚÐ× ÉÍÊÇÎÎÓÎÕÈÔ× ÏÍØ×ÐÛÈ ÕÌÏÏÕØÓÉÙÍÎÉ×ÊÆÛÈÓÆ×ÛÎØÌÊ×ÉÉÇÊ×ÉÛÊ××ÄÌ×ÙÈ×ØÈÍÚ×ÏÇÙÔ ÔÓÕÔ×ÊØÇÊÓÎÕÎÍÊÏÛÐÍÌ×ÊÛÈÓÎÕÙÍÎØÓÈÓÍÎÉôÍÅ×Æ×ÊÈÍÏ××ÈÈÔ×èù÷ëÏÓÎÓÏÇÏÉÃÉÈ×Ï ÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÓÏÌÊÍÆ×Ï×ÎÈÉÈÍÈÔ×ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÛÊ×Ê×ËÇÓÊ×ØöÓÕÇÊ× ÉÔÍÅÉÈÔ×ÌÊÍÌÍÉ×ØØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÏÍØ×ÐèÔ×ØÛÊÑÊ×ØÛÊ×ÛÉÛÊ×ÅÔ×Ê×ÈÔ× ÌÉÓ ÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×Ê×ËÇÓÊ×Ï×ÎÈÙÛÎÎÍÈÚ×Ï×È 11 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum Figure 4 – Proposed Distribution System (2018) (Areas less than 35 psi are shown in red) èÍÉÓÏÇÐÛÈ×ÖÓÊ×ÖÐÍÅÇÎØ×ÊÅÍÊÉÈÙÛÉ×ÙÍÎØÓÈÓÍÎÉÈÔ×ÏÍØ×ÐÅÛÉ×Ä×ÙÇÈ×ØÇÉÓÎÕÈÔ× ÌÊÍÒ×ÙÈ×Ø ÓÎÑÓÎÕÅÛÈ×ÊÖÐÍÅÍÖ ÕÌÏÏÕØÅÓÈÔÈÔ××Ð×ÆÛÈ×Ø ÈÛÎÑÉÔÛÐÖÖÇÐÐ ÕÌÏÏÕØÓÉÈÔ×ÔÓÕÔ×ÉÈÌÊÍÒ×ÙÈ×ØÌ×ÛÑÔÍÇÊØÊÓÎÑÓÎÕÅÛÈ×Ê ÖÐÍÅÛÎÈÓÙÓÌÛÈ×ØÚÛÉ×ØÍÎÔÓÉÈÍÊÓÙÛÐÊ×ÙÍÊØÉÉÍÈÔÓÉÖÐÍÅÅÛÉÇÉ×ØÈÍÉÓÏÇÐÛÈ×ÈÔ×ÅÍÊÉÈ ÌÍÉÉÓÚÐ×Ø×ÏÛÎØÙÍÎØÓÈÓÍÎÙÍÏÚÓÎ×ØÅÓÈÔÛÖÓÊ×ÖÐÍÅØ×ÏÛÎØçÎØ×ÊÈÔÓÉÉÙ×ÎÛÊÓÍÈÔ× ÉÃÉÈ×ÏÓÉÙÛÌÛÚÐ×ÍÖÌÊÍÆÓØÓÎÕÛÖÓÊ×ÖÐÍÅÍÖÛÈÐ×ÛÉÈ ÕÌÏÏÕØÛÈÛÎÃÌÍÓÎÈÓÎÈÔ× ÉÃÉÈ×ÏÅÔÓÐ×ÌÊÍÆÓØÓÎÕÛÈÐ×ÛÉÈÛ ÓÎÙÔØÓÛÏ×È×ÊÛÎØÕÊ×ÛÈ×Ê ÌÓÌ×ÐÓÎ×É 5.2.2 Supply Requirement èÍÏ××ÈÈÔ×ÉÇÌÌÐÃÊ×ËÇÓÊ×Ï×ÎÈÈÔ×ùÓÈÃÅÍÇÐØÎ××ØÛÈÍÈÛÐÅ×ÐÐÙÛÌÛÙÓÈÃÍÖ ÕÌÏ ÏÕØÈÍÏ××ÈÈÔ× ÕÌÏÌ×ÊÙÍÎÎ×ÙÈÓÍÎÅÓÈÔ ÍÎÎ×ÙÈÓÍÎÉèÔ×ùÓÈÃªÉÙÇÊÊ×ÎÈ Å×ÐÐÉÇÌÌÐÃÌÐÇÉÈÔ×ÌÐÛÎÎ×ØÅ×ÐÐÉÇÌÌÐÃå×ÐÐÉÛÎØ ÍÖ ÕÌÏ ÏÕØ Ï××ÈÉÈÔ×Ê×ËÇÓÊ×Ï×ÎÈ 12 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum 5.2.3 Storage èÔ×ÈÍÈÛÐÉÈÍÊÛÕ×ÙÛÌÛÙÓÈÃÊ×ËÇÓÊ×Ï×ÎÈÓÉ×ÄÌ×ÙÈ×ØÈÍÓÎÙÊ×ÛÉ×ÈÍïõÚÛÉ×ØÍÎÈÔ× ÌÊÍÒ×ÙÈ×Ø ÊÊ×ÎÈÐÃÔÛÉ ïõÍÖÈÍÈÛÐÉÈÍÊÛÕ×ÓÈÅÓÐÐ Ê×ÏÛÓÎÓÎÙÍÏÌÐÓÛÎÙ×ÅÓÈÔÈÔÓÉÊ×ÕÇÐÛÈÓÍÎÈÔÊÍÇÕÔ èÔ××Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÙÛÌÛÙÓÈÃÊ×ËÇÓÊ×Ï×ÎÈÅÓÐÐÓÎÙÊ×ÛÉ×ÈÍ ïõéÓÎÙ×ÈÔ×ùÓÈÃÙÇÊÊ×ÎÈÐÃ ÔÛÉ ïõÍÖ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÓÈÅÓÐÐÛÐÉÍÊ×ÏÛÓÎÓÎÙÍÏÌÐÓÛÎÙ×ÅÓÈÔÈÔ××Ð×ÆÛÈ×ØÉÈÍÊÛÕ× Ê×ËÇÓÊ×Ï×ÎÈÈÔÊÍÇÕÔ 5.2.4 Pumping Capacity ûÉØ×ÉÙÊÓÚ×ØÓÎÈÔ×Ê×ÛÊ×ÈÔÊ××ÛÐÈ×ÊÎÛÈ×ÅÛÃÉÈÔÛÈÈÔ×ùÓÈÃÙÛÎÏ××ÈÈÔ×ÌÊÍÌÍÉ×Ø ÉÃÉÈ×ÏÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÊ×ËÇÓÊ×Ï×ÎÈèÔ×ÖÍÐÐÍÅÓÎÕÉÔÍÅÉÈÔÛÈÈÔÓÉÊ×ËÇÓÊ×Ï×ÎÈÙÛÎÎÍÈÚ× Ï×ÈÚÃÈÔ×ùÓÈÃªÉÌÊÍÒ×ÙÈ×ØÉÃÉÈ×Ï èÍÏ××ÈÈÔ×Ê×ËÇÓÊ×Ï×ÎÈÍÖ ÙÍÎÎ×ÙÈÓÍÎÅÓÈÔÈÔ×ÌÊÍÒ×ÙÈ×Ø ÌÓÎÕÙÛÌÛÙÓÈÃÍÖÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÕÌÏ ÌÉÐÍÙÛÈ×ØÛÈÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÍÎÐÃÔÛÆ×ÛÈÍÈÛÐ (Does not meet TCEQ pumping ÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÍÖ ÕÌÏ ÏÕØ requirements) èÍÏ××ÈÈÔ×Ì×ÛÑÔÍÇÊÐÃØ×ÏÛÎØÉÈÔ×ùÓÈÃÎ××ØÉÛÈÍÈÛÐÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÍÖÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÕÌÏÏÕØÅÓÈÔÈÔ×ÐÛÊÕ×ÉÈÌÇÏÌÍÇÈÍÖÉ×ÊÆÓÙ×åÓÈÔÈÔ×ÐÛÊÕ×ÉÈÌÇÏÌÍÇÈÍÖ É×ÊÆÓÙ×ÈÔ×øÍÅÐÓÎÕêÍÛØìÇÏÌéÈÛÈÓÍÎÙÛÎÍÎÐÃÌÊÍÆÓØ×ÛÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÍÖ (Does not meet TCEQ pumping requirements) ÕÌÏ ÏÕØ èÍÏ××ÈÈÔ×Ê×ËÇÓÊ×Ï×ÎÈÍÖ Ì×ÊÙÍÎÎ×ÙÈÓÍÎÛÐÍÎÕÅÓÈÔ ÕÌÏÍÖÈÍÈÛÐÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÌ×ÊÙÍÎÎ×ÙÈÓÍÎÈÔ×ùÓÈÃÎ××ØÉÈÍÔÛÆ×ÛÌÌÊÍÄÓÏÛÈ×ÐÃïõ ÍÖ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÛÎØ ÕÌÏ ÏÕØÍÖÈÍÈÛÐÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃèÔ×ùÓÈÃ ÙÇÊÊ×ÎÈÐÃÔÛÉ ïõÍÖ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÛÎØ ÕÌÏ ÏÕØÍÖÈÍÈÛÐÌÇÏÌÓÎÕ (Does not meet TCEQ pumping requirements) ÙÛÌÛÙÓÈÃ 5.2.5 Emergency Power èÔ×ùÓÈÃÅÓÐÐÙÍÎÈÓÎÇ×ÈÍÏ××ÈÈÔ××Ð×ÆÛÈ×ØÉÈÍÊÛÕ×Ê×ËÇÓÊ×Ï×ÎÈÅÓÈÔÈÔ×ÌÊÍÌÍÉ×ØÉÃÉÈ×Ï ÉÍÓÈÅÓÐÐÎÍÈÚ×Ê×ËÇÓÊ×ØÈÍÛØØÊ×ÉÉ×Ï×ÊÕ×ÎÙÃÌÍÅ×ÊÈÔÊÍÇÕÔ ûÉÉÈÛÈ×ØÓÎé×ÙÈÓÍÎ ùÍÐÐ×Õ×éÈÛÈÓÍÎªÉùÓÈÃùÍÇÎÙÓÐÊ×Ù×ÎÈÐÃÏÛÎØÛÈ×ØÈÔÛÈ×Ï×ÊÕ×ÎÙÃÌÍÅ×ÊÕ×Î×ÊÛÈÓÍÎ Ú×ÛØØ×ØÈÍÈÔ×Å×ÐÐÖÓ×ÐØÉèÔ×ÌÍÅ×ÊÕ×Î×ÊÛÈÓÍÎÏÇÉÈÚ×ÛÚÐ×ÈÍÌÊÍÆÓØ××ÉÉ×ÎÈÓÛÐÅÛÈ×Ê Ø×ÖÓÎ×ØÛÉÏÓÎÓÏÇÏØÛÃÖÐÍÅÓÎÈÔ××Æ×ÎÈÍÖÛÌÍÅ×ÊÍÇÈÛÕ× 13 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum 6.0 SUMMARY AND CONCLUSIONS ûÖÈ×Ê×ÆÛÐÇÛÈÓÎÕÚÍÈÔÈÔ××ÄÓÉÈÓÎÕ ÍÌÍÉ×Ø ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÉÈÔ×ÏÍØ×Ð Ê×ÉÇÐÈÉÓÎØÓÙÛÈ×ÈÔÛÈÓÏÏ×ØÓÛÈ×ÓÏÌÊÍÆ×Ï×ÎÈÉÈÍÈÔ×ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÛÊ×Ê×ËÇÓÊ×ØÓÎ ÍÊØ×ÊÈÍÙÍÏÌÐÃÅÓÈÔÈÔ×ÙÇÊÊ×ÎÈèù÷ëÊ×ÕÇÐÛÈÓÍÎÉèÔ×ÖÍÐÐÍÅÓÎÕÓÈ×ÏÉÛÊ×ÅÔ×Ê×ÈÔ× does not ùÓÈÃªÉØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÏ××Èèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉ å×ÐÐéÇÌÌÐÃùÛÌÛÙÓÈÃ ÓÈÓÍÎÍÖå×ÐÐÉÛÎØ ìÇÏÌÓÎÕùÛÌÛÙÓÈÃ ÛÎØ ïÓÎÓÏÇÏéÃÉÈ×ÏìÊ×ÉÉÇÊ×Éð×ÉÉèÔÛÎ ÌÉÓ ûÖÈ×ÊÚÇÓÐØÓÎÕÈÔ× ÛÎØ ÉÙ×ÎÛÊÓÍÉÛÐÐÍÙÛÈÓÎÕÈÔ×Ø×ÏÛÎØÉÛÎØÊÇÎÎÓÎÕÈÔ×ùÓÈÃªÉ ÅÛÈ×ÊØÓÉÈÊÓÚÇÈÓÍÎÏÍØ×ÐÈÔ× Ê×ØÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ×ÉÛÌÌ×ÛÊÈÍÚ× ÏÛÓÎÈÛÓÎ×ØÇÎØ×ÊÎÍÊÏÛÐÛÆ×ÊÛÕ×ØÛÃÏÛÄÓÏÇÏØÛÃÌ×ÛÑÔÍÇÊÛÎØÖÓÊ×ÖÐÍÅÙÍÎØÓÈÓÍÎÉ åÛÈ×ÊÉÇÌÌÐÃÊ×ËÇÓÊ×Ï×ÎÈÉÛÊ×ÙÇÊÊ×ÎÈÐÃÎÍÈÏ×ÈÚÇÈÅÓÈÔÈÔ×ÌÐÛÎÎ×ØÛØØÓÈÓÍÎÍÖå×ÐÐÉ ÛÎØ ÈÔ××ÄÓÉÈÓÎÕ ÎØÌÊÍÌÍÉ×Ø ÉÅÓÐÐÏ××Èèù÷ë Ê×ËÇÓÊ×Ï×ÎÈÉèÍÈÛÐÉÈÍÊÛÕ×ÛÎØ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ××ÄÙ××ØÈÔ×ÙÇÊÊ×ÎÈèù÷ëÏÓÎÓÏÇÏÉÖÍÊ ÚÍÈÔÈÔ××ÄÓÉÈÓÎÕ ×Ø ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÉûÐÉÍÚ×ÙÛÇÉ×ÍÖÈÔ× ÛÏÍÇÎÈÍÖ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÓÈÓÉÎÍÈ×ÄÌ×ÙÈ×ØÈÔÛÈÈÔ×ùÓÈÃÅÓÐÐÎ××ØÈÍÛØØÊ×ÉÉÈÔ× ×Ï×ÊÕ×ÎÙÃÌÍÅ×ÊÊ×ËÇÓÊ×Ï×ÎÈÈÔÊÍÇÕÔ èÛÚÐ×ÉÇÏÏÛÊÓÂ×ÉÈÔ×èù÷ë×ÆÛÐÇÛÈÓÍÎ èÔ×Ê×ØÈ×ÄÈÓÎÈÔ×ÈÛÚÐ×ÓÎØÓÙÛÈ×ÉÅÔ×Ê×èù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉÛÊ×ÎÍÈÏ×È Table 5 – TCEQ Evaluation Summary Table TCEQCollege Station College Station TCEQ Regulation Existing 2008 Proposed 2018 Parameter (Std. Value) Distribution System Distribution System ïÓÎÓÏÇÏìÊ×ÉÉÇÊ× 19.6 psi ÌÉÓ ÌÉÓ éÇÌÌÐÃÓÎÕÕÌÏÌ×Ê ÙÍÎÎ×ÙÈÓÍÎ ùÛÌÛÚÐ×ÍÖÉÇÌÌÐÃÓÎÕÛÈùÛÌÛÚÐ×ÍÖÉÇÌÌÐÃÓÎÕÛÈ ïÓÎÓÏÇÏìÊ×ÉÉÇÊ× Ð×ÛÉÈ ÕÌÏÛÈÛÎÃÐ×ÛÉÈ ÕÌÏÛÈÛÎÃ øÇÊÓÎÕùÍÏÚÓÎ×Ø ÌÍÓÎÈÓÎÈÔ×ØÓÉÈÊÓÚÇÈÓÍÎÌÍÓÎÈÓÎÈÔ×ØÓÉÈÊÓÚÇÈÓÍÎ øÊÓÎÑÓÎÕåÛÈ×ÊÛÎØ ÉÃÉÈ×ÏÅÓÈÔÌÊ×ÉÉÇÊ×ÉÉÃÉÈ×ÏÅÓÈÔÌÊ×ÉÉÇÊ×É öÓÊ×öÐÍÅùÍÎØÓÈÓÍÎÉ ÛÚÍÆ× ÛÚÍÆ× ÌÉÓ ê×ËÇÓÊ×Øÿ ê×ËÇÓÊ×Øÿ ÕÌÏ èÅÍÍÊÏÍÊ×Å×ÐÐÉ ÏÕØ ÔÛÆÓÎÕÛÈÍÈÛÐÙÛÌÛÙÓÈÃûÙÈÇÛÐÿ ûÙÈÇÛÐÿ ÕÌÏ éÇÌÌÐÃê×ËÇÓÊ×Ï×ÎÈ ÍÖ ÕÌÏÌ×Ê ÏÕØ ÏÕØ ÙÍÎÎ×ÙÈÓÍÎÌ×ÎØÓÎÕå×ÐÐÉÌ×ÎØÓÎÕå×ÐÐÉ ÛÎØ ÛÎØ ê×ËÇÓÊ×Øÿ ïõê×ËÇÓÊ×Øÿïõ èÍÈÛÐéÈÍÊÛÕ× ÙÍÎÎ×ÙÈÓÍÎûÙÈÇÛÐÿ ïõûÙÈÇÛÐÿ ïõ ÕÛÐÐÍÎÉÌ×Êê×ËÇÓÊ×Øÿ ïõê×ËÇÓÊ×Øÿ ïõ ÷Ð×ÆÛÈ×ØéÈÍÊÛÕ× ÙÍÎÎ×ÙÈÓÍÎûÙÈÇÛÐÿ ïõûÙÈÇÛÐÿ ïõ 14 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum TCEQCollege Station College Station TCEQ Regulation Existing 2008 Proposed 2018 Parameter (Std. Value)Distribution SystemDistribution System Required = 70,000 gpm Required = 86,800 gpm èÅÍÍÊÏÍÊ×ÌÇÏÌÉ (100 mgd) (125 mgd) ÅÓÈÔÛÈÍÈÛÐÙÛÌÛÙÓÈÃ Actual = 30,000 gpm Actual = 30,000 gpm ÍÖ ÕÌÏÌ×Ê (43.2 mgd) (43.2 mgd) ÙÍÎÎ×ÙÈÓÍÎ orRequired = 33,400 gpm Required = 36,000 gpm ÛÚÐ×ÈÍÏ××ÈÌ×ÛÑ (48.11 mgd) (51.9 mgd) ÔÍÇÊØ×ÏÛÎØÉÅÓÈÔ Actual = 22,000 gpm Actual = 22,000 gpm ÈÔ×ÐÛÊÕ×ÉÈÌÇÏÌÍÇÈ (31.7 mgd) (31.7 mgd) ÍÖÉ×ÊÆÓÙ× ìÇÏÌÓÎÕùÛÌÛÙÓÈÃ Elevated Storage Elevated Storage or ÌÊÍÆÓØ× Required = 7.0 MG Required = 8.7 MG ÕÛÐÐÍÎÉÌ×Ê Actual = 5.0 MG Actual = 5.0 MG ÙÍÎÎ×ÙÈÓÍÎÍÖ Total Pumping Total Pumping and ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ× ê×ËÇÓÊ×Øÿ ê×ËÇÓÊ×Øÿ ÕÌÏ ÛÈÍÈÛÐÌÇÏÌÓÎÕ ÏÕØ ÙÛÌÛÙÓÈÃÍÖ ÕÌÏ ûÙÈÇÛÐÿ ÕÌÏûÙÈÇÛÐÿ ÕÌÏ Ì×ÊÙÍÎÎ×ÙÈÓÍÎ ÏÕØ óÖ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ× Ê×ËÇÓÊ×Ï×ÎÈÓÉÎÍÈ ÷Ð×ÆÛÈ×ØÉÈÍÊÛÕ×÷Ð×ÆÛÈ×ØÉÈÍÊÛÕ× Ï×ÈÌÊÍÆÓØ× ÷Ï×ÊÕ×ÎÙÃìÍÅ×ÊÊ×ËÇÓÊ×Ï×ÎÈÓÉÏ×ÈÉÍÊ×ËÇÓÊ×Ï×ÎÈÓÉÏ×ÈÉÍÎÍÈ ÕÌÏÌ×ÊÙÍÎÎ×ÙÈÓÍÎ ÎÍÈÛÌÌÐÓÙÛÚÐ×ÛÌÌÐÓÙÛÚÐ× ÓÎÈÔ××Æ×ÎÈ ÍÖÛÌÍÅ×ÊÍÇÈÛÕ× öÓÕÇÊ×ÌÊ×É×ÎÈÉÈÔ×Ê×ËÇÓÊ×ØÅ×ÐÐÅÛÈ×ÊÉÇÌÌÐÃÈÔÊÍÇÕÔÈÔ×Ã×ÛÊ èÔÓÉÕÊÛÌÔÉÔÍÅÉ ÈÔÛÈÅÓÈÔÈÔ×ÛØØÓÈÓÍÎÍÖå×ÐÐÉÛÎØ ÈÔ×Å×ÐÐÉÇÌÌÐÃÅÓÐÐÚ×ÉÇÖÖÓÙÓ×ÎÈÈÍÉÛÈÓÉÖÃ èù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉÈÔÊÍÇÕÔÈÔ×Ã×ÛÊ 15 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum Required Well Supply Year Figure 5 – TCEQ Required Well Supply ûÉÉÔÍÅÎÓÎöÓÕÇÊ×ÛÎØöÓÕÇÊ×ÈÔ×ÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÊ×ËÇÓÊ×Ï×ÎÈÓÎ ÈÔÊÍÇÕÔ ÓÉÎÍÈÏ×ÈèÔ×ùÓÈÃªÉÉÃÉÈ×ÏÊ×ËÇÓÊ×ÉÓÏÏ×ØÓÛÈ×ÓÏÌÊÍÆ×Ï×ÎÈÈÍÕÛÓÎÙÍÏÌÐÓÛÎÙ×öÓÕÇÊ× ÉÔÍÅÉÈÔÛÈÍÎ×ÅÛÃÈÍÏ××ÈÈÔ×ÌÇÏÌÓÎÕÊ×ËÇÓÊ×Ï×ÎÈÓÉÈÍÓÎÙÊ×ÛÉ×ÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃ ÅÓÈÔÈÔ×ÐÛÊÕ×ÉÈÌÇÏÌÍÇÈÍÖÉ×ÊÆÓÙ×ÚÃÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÕÌÏ ÏÕØûÎÛÐÈ×ÊÎÛÈÓÆ× ÈÍÓÎÙÊ×ÛÉÓÎÕÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÛÉÉÔÍÅÎÓÎöÓÕÇÊ×ÓÉÈÍÓÎÙÊ×ÛÉ××Ð×ÆÛÈ×ØÉÈÍÊÛÕ× ÙÛÌÛÙÓÈÃÚÃÛÌÌÊÍÄÓÏÛÈ×ÐÃ ïõûÉÌÊ×ÆÓÍÇÉÐÃÉÈÛÈ×Ø×ÓÈÔ×ÊÍÖÈÔ×É×ÈÅÍÍÌÈÓÍÎÉÅÓÐÐ ÉÛÈÓÉÖÃÈÔ×èù÷ëÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÊ×ËÇÓÊ×Ï×ÎÈ 16 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum Figure 6 – TCEQ Required Pumping Capacity Figure 7 – TCEQ Required Elevated Storage to Meet Pumping Requirement 17 ìÛÕ× TCEQ Analysis of College Station’s Distribution System Technical Memorandum èÔ× ÌÉÓÅÔ×ÎÇÉÓÎÕÈÔ×èù÷ëÊ×ËÇÓÊ×Ø ÕÌÏÌ×ÊÙÍÎÎ×ÙÈÓÍÎÓÎÈÔ×ùÓÈÃªÉÏÍØ×ÐÛÉÌÊ×ÆÓÍÇÉÐÃÉÈÛÈ×ØÛÎØÛÉÉÔÍÅÎÓÎöÓÕÇÊ×óÈ ÓÉÛÎÈÓÙÓÌÛÈ×ØÈÔÛÈÛØØÓÎÕÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÛÎØ ÍÊ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ×ÅÔÓÙÔÓÉÊ×ËÇÓÊ×ØÛÉ Å×ÐÐÛÉÎ×ÅØÓÉÈÊÓÚÇÈÓÍÎÏÛÓÎÉÈÔÛÈÅÓÐÐÚ××ÆÛÐÇÛÈ×ØÛÎØÊ×ÙÍÏÏ×ÎØ×ØØÇÊÓÎÕÈÔ× Ø×Æ×ÐÍÌÏ×ÎÈÍÖÈÔ×åÛÈ×ÊéÃÉÈ×ÏïÛÉÈ×ÊìÐÛÎÅÓÐÐÊÛÓÉ×ÌÊ×ÉÉÇÊ×ÉÇÌÈÍÛÙÙ×ÌÈÛÚÐ× Ð×Æ×ÐÉÕÊ×ÛÈ×ÊÈÔÛÎ ÌÉÓèÔ×ÏÛÉÈ×ÊÌÐÛÎÎÓÎÕÌÔÛÉ×ÍÖÈÔÓÉÌÊÍÒ×ÙÈÅÓÐÐØ×È×ÊÏÓÎ×ÅÔÛÈ ÈÔ×ÏÍÉÈÚ×Î×ÖÓÙÓÛÐÓÏÌÊÍÆ×Ï×ÎÈÉÛÊ×ÈÍÈÔ×ùÓÈÃÓÎÈ×ÊÏÉÍÖÙÛÌÓÈÛÐÙÍÉÈÍÌ×ÊÛÈÓÎÕÙÍÉÈ ÌÊ×ÉÉÇÊ×ÏÛÓÎÈ×ÎÛÎÙ×ÛÎØÙÍÏÌÐÓÛÎÙ×ÅÓÈÔèù÷ëÊ×ËÇÓÊ×Ï×ÎÈÉ 7.0 RECOMMENDATIONS TO MEET TCEQ REQUIREMENTS ûÎÛÐÃÉÓÉÍÖÈÔ×èù÷ëØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÏÓÎÓÏÇÏÊ×ËÇÓÊ×Ï×ÎÈÉÔÛÉØ×È×ÊÏÓÎ×ØÈÔÛÈÈÔ× ùÓÈÃªÉØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏÈÔÊÍÇÕÔÈÔ×Ã×ÛÊ ÔÛÉÈÔ×ÖÍÐÐÍÅÓÎÕÎ××ØÉ óÏÏ×ØÓÛÈ×ÐÃÓÎÙÊ×ÛÉ×ÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÚÃ ÕÌÏ ÍÊÛØØïõÍÖ ×Ð×ÆÛÈ×ØÉÈÍÊÛÕ× ìÐÛÎÎ×ØÛØØÓÈÓÍÎÍÖÅÛÈ×ÊÉÇÌÌÐÃå×ÐÐÉÛÎØ æ×ÊÓÖÃÈÔÛÈÉ×Ð×ÙÈ×ØÓÏÌÊÍÆ×Ï×ÎÈÉÈÔÊÍÇÕÔ èù÷ëªÉÏÓÎÓÏÇÏÌÊ×ÉÉÇÊ× Ê×ËÇÓÊ×Ï×ÎÈÉ ÌÉÓÓÎÈÔ×ÌÊÍÌÍÉ×Ø ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×Ï ûØØÓÎÕ ÕÌÏ ÌÇÏÌÓÎÕÙÛÌÛÙÓÈÃÓÎÐÓ×ÇÍÖÛØØÓÎÕ ïõÍÖ×Ð×ÆÛÈ×Ø 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ÍÌ×ÊÛÈÓÍÎÛÐÉ×ÈÈÓÎÕÉÈÍÛÐÐ×ÆÓÛÈ×ÈÔ×ÇÎÚÛÐÛÎÙ×ÈÔ×ùÓÈÃÙÇÊÊ×ÎÈÐÃ×ÄÌ×ÊÓ×ÎÙ×ÉÅÓÈÔÓÎÓÈÉ ØÓÉÈÊÓÚÇÈÓÍÎÉÃÉÈ×ÏèÔ×÷ìéÏÍØ×ÐÙÍÇÐØÛÐÉÍÚ×ÇÉ×ØÈÍ×ÆÛÐÇÛÈ×ÍÈÔ×ÊÉÃÉÈ×Ï ÍÌ×ÊÛÈÓÍÎÛÐËÇ×ÉÈÓÍÎÉÛÎØØ×Æ×ÐÍÌÍÌÈÓÏÓÂ×ØÉÃÉÈ×ÏÍÌ×ÊÛÈÓÍÎÛÐÉÙÔ×Ï×ÉÈÍÏÛÓÎÈÛÓÎ ÉÃÉÈ×ÏÊ×ËÇÓÊ×Ï×ÎÈÉÛÎØÚÛÐÛÎÙ××Î×ÊÕÃÇÉÛÕ× 21 ìÛÕ× Appendix B ûÌÌ×ÎØÓÄú Appendix B ôøê Appendix B Water Supply Alternatives A study was conducted by HDR for the City of College Station in April 2008 and documented in a report titled: Assessment of Water Demands, Needs, and Alternative Supplies for the City of College Station. Subsequent to that study, the City has updated its analysis of supplies and demands. Based on this updated analysis, City officials estimate that an additional 6,000 acft/yr of base-load supply needs to be developed. The purpose of this study is to update the alternatives evaluated in the 2008 study in consideration of the water shortages recently updated by the City. The alternatives being considered in this plan are to provide a uniform and constant delivery of 6,000 acft/yr, or about 5.4 MGD. The balance of the base load and peaking demand will be supplied by existing and planned water wells. For planning purposes, the City is assumed to be adding two new high- capacity Simsboro wells to their well field. The addition of these two wells will essentially fully allocate available water supplies from the Simsboro in the vicinity of Bryan-College Station, according to the Brazos Valley Groundwater Conservation District (BVGCD). Thus, the water supply alternatives under consideration for this plan do not include new Simsboro wells. This study evaluates the following alternatives and compares the alternatives to guide the City in their decisions. These alternatives include: 1)Groundwater a)Carrizo and Sparta Aquifers 2)New Reservoirs a)Little River Reservoir b)Little River Off-Channel Reservoir c)Millican-Bundic Reservoir 3)Brazos River a)Purchase of raw water from Brazos River Authority 4)Wastewater Reuse a)Irrigation b)Potable To accommodate this Master Plan, results from the 2008 study were updated to account for a different demand and changes in costs to September 2008. All costing procedures used in this evaluation are consistent with those used in the two previous studies. The costs were computed as of September 2008. College Station B-1 March 2010 Appendix B ôøê Basic assumptions in the evaluation of the several water supply alternatives are: Provide sufficient water to satisfy the City of College Station’s base load shortage of 6,000 acft/yr (5.4 MGD), projected to occur by about 2040. The shortage can be met by adding a new potable water supply or removing an equivalent demand for potable water. Water is to be treated to public drinking water standards at either the Dowling Road Pump Station (DRPS) or Sandy Point. An exception is the Brazos River diversion where the water will be treated at the river diversion site. B.1 Groundwater The Carrizo-Wilcox Aquifer System is classified as a major aquifer and is capable of producing large quantities of freshwater from the Simsboro and moderate quantities from the Carrizo. In this area, the Simsboro has far superior water-bearing characteristics and is the most extensively developed. The Sparta and Queen City Aquifers are stratigraphically above the Carrizo-Wilcox Aquifer and are classified as minor aquifers. The Sparta Aquifer is capable of producing moderate quantities of freshwater. The Queen City Aquifer is capable of producing modest quantities of fresh to slightly brackish water. Based on the most recent (2009) analysis by representatives of the Groundwater Management Area 12 (GAM-12) to set the Future Desired Conditions (DFC) for Brazos County, the estimated Managed Available Groundwater (MAG) for Brazos County for the Carrizo-Wilcox Aquifer is expected to be about 57,200 acft/yr. The estimated MAG for the Sparta is expected to be about 10,500 acft/yr. Supplies from the Queen City Aquifer, which is between the Sparta and Carrizo, is not considered because of poor water quality conditions and lower well yields in the vicinity of College Station’s well field. Water level changes experienced to date are limited to artesian pressure declines in the vicinity of pumping centers. Little or no change in the water table in outcrop (recharge) areas has been observed. Regulations on the development of groundwater and the export of groundwater have been established for Brazos and Robertson Counties by the Brazos Valley Groundwater Conservation District (BVGCD). Well spacing and production requirements are considered in this preliminary feasibility study, but will have to be addressed in detail during the permitting. Based on available information, there are sufficient, unallocated water supplies from the Sparta and Carrizo Aquifer in the vicinity of the City’s well field to meet this shortage. College Station B-2 March 2010 Appendix B ôøê Development of public water wells for the city involves: Permits from the BVGCD; Acquisition of real property rights to groundwater underlying the land surface; Approvals from TCEQ; Well construction; Operations and maintenance; and Water transport and treatment. B.1.2 Sparta and Carrizo Wells For purposes of this alternative analysis, the following assumptions are made for new Sparta and Carrizo wells: The City of College Station has acquired three land parcels in the vicinity of College Station’s existing well field to construct three new Simsboro wells. These sites meet current groundwater district permitting requirements for well spacing under BVGCD rules for Simsboro, Carrizo and Sparta wells. These land parcels are also suitable for co-located Sparta, Carrizo and Simsboro wells. Accordingly, a Sparta and Carrizo well will be installed at each of the three new well sites. Existing or planned collector and transmission pipeline and pump station capacity are sufficient to deliver the additional water supply to the City. Water from all the wells would be blended during storage and transmission and treated at the City’s existing facilities. B.1.2.1 Design This alternative consists of installing Sparta and Carrizo wells at sites located on the land parcels acquired by the City of College Station for Simsboro wells. The locations for the wells are shown in Figure B-1. The Sparta and Carrizo wells are approximately 500 and 2,000 feet deep and are expected to have yields of about 800 and 1,000 gallons per minute, respectively. It is assumed that three pairs of Sparta and Carrizo wells will be combined for this alternative so that there is a sufficient supply to meet the demand when the largest well is out of service. College Station B-3 March 2010 Appendix B ôøê College Station B-4 March 2010 Appendix B ôøê Infrastructure will include only the three Sparta and three Carrizo wells and an expansion of the water treatment facilities. Existing or planned pipelines owned by the City will transport the water. Water from these wells will not need cooling, as required by the deeper Simsboro wells. A benefit of the Carrizo and Sparta water is the blending with the Simsboro water, which will result in cooler water and a reduction in water losses in the cooling process. B.1.2.2 Implementation Environmental issues from the implementation of this alternative are unlikely in that the wells will be constructed at sites with existing wells and will utilize existing pipelines and water treatment facilities will be expanded at existing sites. Implementation of this alternative is expected to include: Few or no issues related to well permitting requirements of the Brazos Valley Groundwater Conservation District; Addressing typical construction and permitting requirements, such as erosion control and discharge of water during development and testing phases of well construction; and Obtaining design, construction, and operational approvals from TCEQ. B.1.2.3 Estimated Costs The only major facilities required for this option are wells and expansion of the water treatment plant. Water transmission will utilize existing or planned pipelines and pump stations. The well pumps will be sized to deliver the raw water to the Sandy Point pump station. Well yields are expected to be about 800 gpm from the Sparta and 1,000 gpm from the Carrizo. Three Sparta and three Carrizo wells will provide sufficient capacity to meet the 5.4 MGD demand with one of the large wells being out of service. The water treatment plant expansion will be 5.4 MGD. Estimates were prepared for capital costs, annual debt service, operation and maintenance and power. The project assumes that there will be no cost for land or environmental studies and mitigation. Project costs, including capital, engineering, and interest during construction, are estimated to be $11,594,000. The annual costs, including debt service, operation and maintenance, and power, are estimated to be $1,675,000. This alternative produces water at estimated costs of $279 per acft or $0.86 per 1,000 gallons. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. College Station B-5 March 2010 Appendix B ôøê B.2 New Reservoirs Four new reservoirs are considered potential water supply sources for the City of College Station. They include: Little River Reservoir, Little River Off-Channel Reservoir, Millican- Bundic Reservoir, and Millican-Panther Creek Reservoir. Their locations are shown in Figure B- 2. Each was evaluated as a water management strategy in the 2001 and 2006 Brazos G Regional Water Plans, and all but the Millican-Panther Creek Reservoir were evaluated in HDR’s April 2008 study. The Millican-Panther Creek Reservoir is a recommended project in the Initially Prepared 2011 Brazos G and Region H Plans. Details on potential regulatory, permitting and construction issues are provided in the 2006 Brazos G Plan and Initially Prepared 2011 Brazos G Plan For purposes of this alternatives analysis, the following assumptions are made: These new reservoirs were previously evaluated as regional water supplies. Thus, they yield much more water than is needed by the City. Thus, partners must be found for them to be suitable alternatives. Raw water would be delivered to the closest pump station, either Sandy Point or DRPS for treatment and delivery into the water distribution system. B.2.1 Implementation Implementation of the new reservoir alternative is expected to include addressing the following regulatory requirements: Texas Commission on Environmental Quality (TCEQ) Water Right and Storage permits; TCEQ permits to construct and operate water treatment and distribution facilities; U.S. Army Corps of Engineers Permits will be required for structures placed in navigable waters of the U.S. (Section 10 of Rivers and Harbors Act) or discharges of dredge or fill into wetlands and waters of the U.S. for dam construction, and other activities (Section 404 of the Clean Water Act); TCEQ administered Texas Pollutant Discharge Elimination System (TPDES) Storm Water Pollution Prevention Plan; General Land Office (GLO) Easement if State-owned land or water is involved; and College Station B-6 March 2010 Appendix B ôøê Texas Parks and Wildlife Department (TPWD) Sand, Shell, Gravel and Marl permit if state-owned streambed is involved. In addition, the State and Federal permits are expected to require the following studies and plans: Environmental impact or assessment studies; Wildlife habitat mitigation plan that may require acquisition and management of additional land; Flow releases downstream to maintain aquatic ecosystems; Assessment of impacts on Federal and State-listed endangered and threatened species; and Cultural resources studies to determine resources impacts and appropriate mitigation plan that may include cultural resource recovery and cataloging; requires coordination with the Texas Historical Commission. Finally, land acquisition issues are likely to develop and include: Land acquisition for reservoir and/or mitigation plans could require eminent domain proceedings; Possible relocations of residences, utilities, roads, oil and gas production and storage facilities, or other structures; and Possible acquisition of mineral rights that will no longer be accessible. College Station B-7 March 2010 Appendix B ôøê College Station B-8 March 2010 Appendix B ôøê B.2.2 Little River Reservoir B.2.2.1 Design This proposed new reservoir would be located on the main stem of the Little River just upstream from its confluence with the Brazos River near the City of Cameron. At a conservation pool elevation of 310 ft-msl, it would have a surface area of 20,690 acres and a storage volume of about 321,000 acft. The estimated firm yield is about 71,275 acft/yr. Water in excess of College Station’s needs may be of interest to the Brazos River Authority for their system operations, water utilities in Williamson County, and/or utilities in the Houston area. Based on this alternative, College Station’s share of the dam and reservoir would be nearly 8.4 percent of the project. Water potentially available for impoundment in the proposed Littler River Reservoir was 1 estimated using the Brazos River Basin Water Availability Model (Brazos WAM) developed and maintained by the Texas Commission on Environmental Quality (TCEQ), as modified to 2 meet the water planning requirements of the Brazos G Regional Water Planning Group. The modified Brazos WAM is referred to as the “Brazos G WAM.” The model utilizes a January 1940 through December 1997 hydrologic period of record. Estimates of water availability were derived subject to general assumptions for application of hydrologic models as adopted by the Brazos G Regional Water Planning Group. The model determines the streamflow available from the Little River without causing increased shortages to existing downstream rights. Firm yield was computed subject to the Little River Reservoir having to pass inflows to meet Consensus Criteria for Environmental Flow Needs. A more complete description of the hydrologic analyses used to determine the firm yield of the project can be found in the 2006 and Initially Prepared 2011 Brazos G Regional Water Plans. The available firm yield of the proposed reservoir is relatively large, since about a quarter of the approximately 7,584 square mile drainage area is uncontrolled. B.2.2.2 Estimated Costs Project costs for the construction of the Little River Reservoir at a normal pool elevation of 310 ft-msl will cost approximately $331,705,000. This includes the construction of the dam, 1 HDR Engineering, Inc., “Water Availability in the Brazos River Basin in the San Jacinto-Brazos Coastal Basin,” Texas Natural Resource Conservation Commission, 2001. 2 Brazos G Regional Water Planning Group, 2006 Brazos G Regional Water Plan. College Station B-9 March 2010 Appendix B ôøê engineering, land acquisition, resolution of conflicts, environmental permitting and mitigation, and interest during construction.College Station’s share of this component of the project is expected to be $27,923,000. The project costs to divert and transport 5.4 MGD of water to Sandy Point and to provide water treatment are estimated to be $55,271,000. The city’s share of the total project cost is estimated to be $83,194,000. The annual operating cost for College Station’s share of the reservoir and full cost of the pump station, pipelines and water treatment, including debt service and operation and maintenance, is estimated to be $7,448,000. The unit cost of water will be $1,242 per acft or $3.81 per 1,000 gallons. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. B.2.3 Little River Off-Channel Reservoir B.2.3.1 Design The Little River Off-Channel Reservoir is a proposed new reservoir on Beaver Creek, a tributary to the Little River. The reservoir site is located in Milam County, east of the City of Cameron. The project would divert water from the Little River when flow is in excess of downstream needs and impound water from the Beaver Creek watershed. The dam would provide a conservation storage capacity of about 156,000 acft at an elevation 400 ft-msl, and would inundate 4,343 surface acres. Various maximum diversion capacities from the Little River into the reservoir associated with potential diversion pipeline sizes (64-inch, 72-inch, 90-inch, 108-inch, and 120-inch diameter pipelines) have been considered in previous studies with the greatest incremental benefit in yield occurring with the 90- inch and 108- inch pipeline sizes. For this analysis, a 108-inch diversion pipeline was selected. Water potentially available for impoundment in the proposed Little River Off-Channel Reservoir was estimated using the Brazos G WAM and in a fashion similar to the Little River Reservoir analyses. The model computed the streamflow available for diversion from the Little River into the Little River Off-Channel Reservoir and available for impoundment from the Beaver Creek watershed without causing increased shortages to downstream rights. Firm yield was computed subject to both the reservoir and the Little River diversion having to pass inflows to meet Consensus Criteria for Environmental Flow Needs. The calculated firm yield of the Little River Off-Channel Reservoir is 27,225 acft/yr, which is constrained by the capacity of the 108-inch diameter Little River diversion facilities. Similar to the Little River Reservoir, water developed by this project may be of interest to the Brazos River Authority for their system College Station B-10 March 2010 Appendix B ôøê operations, water utilities in Williamson County, and/or entities in the Houston area. Based on this alternative, College Station’s share of the dam and reservoir would be about 22 percent. B.2.3.2 Estimated Costs Construction of the Little River Off-Channel Reservoir and associated diversion facilities from Little River to the new off-channel reservoir will cost approximately $137,356,000. This includes the construction of the dam, river intake, pump station, pipeline, engineering, land acquisition, resolution of conflicts, environmental permitting and mitigation, and interest during construction. College Station’s share of this component of the project is expected to be $30,271,000. The project costs to transport the 5.4 MGD of water to Sandy Point and to provide water treatment are estimated to be $52,133,000. College Station’s share of the total project cost is estimated to be $82,405,000. The annual cost for College Station’s share of the reservoir and diversion pump station and pipeline and the full cost of the delivery pump station, pipeline and water treatment, including, debt service and operation and maintenance, is estimated to be $7,766,000. The unit cost of water will be $1,294 acft or $3.97 per 1,000 gallons. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. B.2.4 Millican-Bundic Reservoir B.2.4.1 Design Studies for a new reservoir on the Navasota River have been conducted by the U.S. Army Corps of Engineers (USCOE) since the mid-1940s. The proposed Millican Reservoir has been evaluated by the USCOE for the purposes of flood control, water supply, hydropower generation, and recreation. Many different sites have been studied along the Navasota River for various sizes and configurations. As evaluated for the Brazos G Regional Water Planning Group (2006 and Initially Prepared 2011 Plans), the proposed Bundic site for the Millican Reservoir is on the Navasota River. It is located between SH 21 and US 79 and approximately 19 miles northeast of the City of Bryan. The proposed reservoir would impound approximately 205,760 acft of conservation storage and inundate 14,630 acres at the full conservation storage level of 277 ft-msl. It would be formed by a dam about 2 miles long. Water potentially available for impoundment in the proposed Millican-Bundic Reservoir was estimated using the Brazos G WAM, in a manner similar to the Little River Reservoir College Station B-11 March 2010 Appendix B ôøê analyses. The model computed the streamflow available from the Navasota River without causing increased shortages to existing downstream rights. Firm yield was computed subject to the reservoir having to pass inflows to meet Consensus Criteria for Environmental Flow Needs. With consideration of these criteria, the firm yield of the reservoir is 36,990 acft/yr. The Millican-Bundic Reservoir could potentially provide water supplies to other water utilities in the Brazos County and Grimes County area, as well as help meet water supply needs in the Houston area. For this alternative, College Station’s share of the project would be about 16.2 percent. B.2.4.2 Estimated Costs The proposed project includes the construction of an earth dam, principal spillway, emergency spillway, and appurtenant structures. Project cost estimates were prepared by the USCOE in 1982. Updated to September 2008, the total project reservoir cost for the Bundic Dam Site is estimated to be $720,224,000. This cost is based on a federal project and some federal participation in the project would be anticipated. College Station’s share of the project would be about $116,825,000. The proposed plan is to transport the water to DRPS. One component of the water transmission is to release the water into the Navasota River for ‘bed and banks’ transfer to Texas Hwy 30; and, the second component is to construct an intake, pump station and pipeline from the Navasota River and DRPS for treatment. The project costs to transport the water from Millican-Bundic Reservoir to DRPS, provide water treatment and to integrate the water into the water system is estimated at $36,522,000. The combined project cost for College Station is about $153,346,000. The annual costs for College Station’s share of the reservoir and full cost of the water transport and treatment, including annual debt service, and operation and maintenance, is estimated to be $12,674,000. The unit cost of water will be $2,112 acft or $6.48 per 1,000 gallons. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. B.2.5 Millican-Panther Creek Reservoir B.2.5.1 Design The Panther Creek site is an alternative to the Bundic site for the proposed Millican Reservoir. It would develop a substantially larger reservoir with a larger firm yield supply. At the conservation pool elevation (263 ft-msl), the Panther Creek site would encompass 71,032 acres and have a storage capacity of 2,044,563 acft. The Panther Creek site is on the Navasota College Station B-12 March 2010 Appendix B ôøê River, about 13 miles southeast of the City of Bryan. The project would develop a firm yield supply of 194,500 acft/yr. For this alternative, College Station’s share of the project would be about 3.1 percent. This project is identified as a recommended water management strategy in the Initially Prepared 2011 Region H Regional Water Plan to supply substantial needs in the greater Houston area. It is recommended over the Bundic site because the Bundic site would not develop sufficient supply to meet Region H’s needs. The Brazos G Regional Water Planning Group has correspondingly identified it as a recommended water management strategy in the Initially Prepared 2011 Brazos G Regional Water Plan, and has recommended that the City receive 2,500 acft/yr of the supply. The difference between the 2,500 acft/yr utilized by Brazos G and the 6,000 acft/yr evaluated in this study is due largely to smaller demands projected by the Texas Water Development Board for use in the Brazos G Plan. B.2.5.2 Estimated Costs The proposed project includes the construction of an earthen dam, principal spillway, emergency spillway, and appurtenant structures. Project cost estimates were prepared by the USCOE in 1982. Updated to September 2008, the total project reservoir cost for the Panther Creek Dam site is estimated to be $1,159,907,000. This cost is based on a federal project and some federal participation in the project would be anticipated. College Station’s share of the project would be about $35,781,000. The project cost estimates include the cost for the raw water facilities and exclude water treatment and treated water transmission. The project costs to transport the water from Millican-Bundic Reservoir to DRPS, provide water treatment and to integrate the water into the water system is estimated at $29,692,000. The combined project cost for College Station is about $65,473,000. The annual costs for College Station’s share of the reservoir and full cost of the water transport and treatment, including annual debt service, and operation and maintenance, is estimated to be $6,523,000. The unit cost of water will be $1,087 acft or $3.33 per 1,000 gallons. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. College Station B-13 March 2010 Appendix B ôøê B.3 Brazos River Diversion B.3.1 Design A direct diversion from the Brazos River west of College Station is a potential alternative. The location of the project is shown in Figure B-2. This diversion would require a water purchase contract with the Brazos River Authority at the Authority’s System Rate, currently $60.50/acft. This water supply is expected to have highly variable water quality, including high sediment during high flow conditions and relatively high salinity during low flow conditions. To account for this variability, all of the water would need to be treated with a conventional water treatment system and, during low flow conditions, much of the water would have to be processed by a desalination facility. The water treatment plant would be located at the diversion to facilitate the discharge of concentrate from the desalination plant. A potable water pipeline would deliver the water to College Station’s DRPS for integration into the water distribution system. B.3.2 Implementation Implementation of the Brazos River alternative is expected to require addressing the following contractual and regulatory requirements: Brazos River Authority long-term water supply agreement: At this time, the Authority has fully committed its supplies available under its existing water rights and is unable to enter into any new long-term water supply agreements. The Authority has applied for a Systems Operations Permit with the TCEQ that would significantly increase the supplies the Authority has available to sell. The final dispensation of that permit application is unlikely to be known for several more years; TCEQ permits to construct and operate water treatment and distribution facilities and to discharge desalination water treatment plant concentrate to the Brazos River; General Land Office (GLO) Easement if State-owned land or water is involved; and Texas Parks and Wildlife Department (TPWD) Sand, Shell, Gravel and Marl permit if state-owned streambed is involved. Finally, land acquisition issues may develop and include: Land acquired for access to the Brazos River and water treatment plant and pump station and pipelines. College Station B-14 March 2010 Appendix B ôøê B.3.3 Estimated Costs The proposed Brazos River Diversion project includes the construction of an intake structure and raw water pipeline, water treatment facilities, pump station and treated water pipeline. Project cost estimates are estimated to be $35,744,000. The annual costs, including annual debt service, and operation and maintenance, are estimated to be $4,696,000. The unit cost of water will be $783 acft or $2.40 per 1,000 gallons. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. B.4 Wastewater Reuse Wastewater reuse commonly has two classifications. Direct Reuse involves conveying treated wastewater directly from the wastewater treatment plant to the place of use by a pipeline (also called “flange-to-flange”). All direct reuse water supply options assume that treated wastewater remains under control (in pipelines or storage tanks) at all times by the entity treating the wastewater and/or supplying reuse water. Indirect Reuse discharges the treated wastewater to a river, stream, or lake for subsequent diversion downstream. Two wastewater reuse alternatives are being considered. One is to utilize treated wastewater effluent to replace a potable water supply for landscape irrigation. This application would result in a direct reduction on the total demand for potable water supplies from existing sources. The other application is advanced treatment of wastewater effluent and integrating the water into the City’s potable water distribution system. In effect, this is a new water supply. Because of the method of delivering the treated wastewater to the point of use, these alternatives are considered to be direct reuse. Wastewater reuse quality and system designs are regulated by TCEQ (30 TAC §210). TCEQ allows two types of reuse as defined by the use of the water and the required water quality: Type 1 – Public or food crops generally can come in contact with reuse water. Type 2 – Public or food crops cannot come in contact with reuse water. The reuse for landscape irrigation purposes would need to meet Type 2 standards. Effluent from Carters Creek WWTP currently meets the more restrictive Type 1 standards. Introducing treated wastewater into a public water system will require additional treatment so that the water meets drinking water standards. College Station B-15 March 2010 Appendix B ôøê B.4.1 Wastewater Supply The source of wastewater being considered for these two alternatives is effluent from College Station’s Carters Creek Wastewater Treatment Plant (CCWWTP). The daily discharge from this plant for 2006 and 2007 averages about 5.7 MGD and ranges from about 3.4 to 16.4 MGD. These data show that there is a potential supply of 5.4 MGD on a daily basis for only about 28 percent of the time. Thus, this supply is not fully adequate to meet the 6,000 acft/yr shortage on a base load application. Further analyses of the Carters Creek WWTP discharge shows that a project supply of 5,860 acft/yr (5.2 MGD) is available when the discharge is capped at capacity of the reuse facilities, which is about 5.4 MGD. Actual and capped monthly discharges from Carters Creek WWTP for 2006 and 2007 are listed in Table B-1. Table B-1. Monthly Actual and Capped Discharge from Carters Creek Wastewater Treatment Plant Monthly Discharge from Carters Monthly Discharge from Carters Creek Creek WWTP (Daily Discharge WWTP ( MGD) Capped at 5.4 MGD) (MGD) Month 2006 2007 Average 2006 2007 Average òÛÎÇÛÊÃ ö×ÚÊÇÛÊÃ ïÛÊÙÔ ûÌÊÓÐ ïÛÃ òÇÎ× òÇÐÃ ûÇÕÇÉÈ é×ÌÈ×ÏÚ×Ê íÙÈÍÚ×Ê îÍÆ×ÏÚ×Ê ø×Ù×ÏÚ×Ê ûÆ×ÊÛÕ× ïõø B.4.2 Implementation Potential environmental issues that may need to be addressed include: Reduced instream flows downstream of Carters Creek WWTP; Possibly noticeable changes in water quality in Carters Creek; College Station B-16 March 2010 Appendix B ôøê Possibly negative impact to fish and wildlife habitat caused by reduced stream flows; and Determining the amount of treated effluent available, taking into consideration downstream water commitments and discharge permit requirements. These issues are expected to be minimal because of College Station’s current permit for reuse of effluent from their wastewater treatment plants. Other potential implementation issues include: Getting permits and approvals from TCEQ, especially for the potable water alternative; Getting acceptance by the public, especially for the use of treated wastewater from potable supplies; and Possibly over coming objections to have treated wastewater being stored in or near areas of high public activity. B.4.3 Non-Potable Reuse Options B.4.3.1 Design In this study, potential customers for irrigation use of wastewater include the Veteran’s Park, Central Park, Adam Development Properties, Crescent Pointe Development, and Post Oak Mall. The location of the customers and project is shown in Figure B-3. As shown on the map, Veterans Park, Adam Development, and Crescent Pointe are north of Carters Creek WWTP; and, the Post Oak Mall, Central Park and a planned Industrial Park are to the west of Carters Creek WWTP. This setting requires separate north and west distribution systems. A description of each of the customers and their irrigation water demands follow. Veteran’s Park, a 150 acre regional athletic park in College Station, and contains nine softball fields, thirteen soccer fields, and twelve acres designated as a Veterans Memorial with a garden plaza. Veteran’s Park has an irrigation demand of about 1,500,000 gallons per week during the peak summer irrigation months of June through September. To estimate system demands and capacities, it is assumed that Veterans Park will be irrigated three times a week and have a maximum daily demand of 500,000 gallons. The City evaluated several wastewater reuse options in a report dated November 20, 2001 titled Veterans Park Irrigation Water Supply Study. College Station B-17 March 2010 Appendix B ôøê The assumptions from the study are utilized in developing this wastewater reuse alternative for the City. Central Park is a 47.2 acre community park in College Station. This park includes four softball fields, three soccer fields, and is the largest park in the City. Central Park has an irrigation demand of about 605,000 gallons per week during the peak summer irrigation months of June through September. It is assumed that Central Park will be irrigated three times a week for a maximum daily demand of 202,000 gallons per day. Crescent Pointe Development is a master-planned, mixed-use area consisting of approximately 192 acres. It includes office buildings, apartments, and parks. According to recent monthly meter readings, it utilized an average of 103,000 gallons per week for the peak summer irrigation months in 2007 and 218,000 gallons per week for the peak summer irrigation months in 2008. Adam Development Properties, LP is a real estate area located in College Station. The City provided meter readings for the peak summer irrigation months for 2005 through 2008. An average consumption of about 170,000 gallons per week was reported for the summer months of 2006. The years 2007 and 2008 had average weekly summer irrigation demands of 267,000 gallons per week and about 1,067,000 gallons per week, respectively. Post Oak Mall is a regional mall located in College Station with a gross leasing area of 899,712 square feet. The property consists of about 120 in-line stores and 5,200 parking spaces. For 2005 through 2008, the average weekly consumption for the peak summer months of 2005 was 578,000 gallons per week. The average weekly consumption for the peak summer months of 2006 was 581,000 gallons per week. The average weekly consumptions for the peak summer months of 2007 and 2008 were 238,000 gallons per week and 465,000 gallons per week, respectively. The Planned Industrial Park is a located across Hwy 6 from Central Park. The property is vacant and targeted for an industrial center. For purposes of this report, the projected water demands are considered to be equivalent to Crescent Pointe. College Station B-18 March 2010 Appendix B ôøê College Station B-19 March 2010 Appendix B ôøê The typical irrigation water demands for the potential customers were estimated from information and data provided by the City for recent years. For purposes of this study, the irrigation demand was estimated after removing the estimated potable use component, which was estimated from winter data. A typical monthly irrigation pattern for all the potential customers was calculated by averaging and smoothing the available data. These estimates indicate an irrigation demand exists from April through October and peaks in July. Table B-2 presents the estimated irrigation water demands for each of the potential six customers. This analysis shows that the greatest monthly demand is 75.7 acft in July and an annual demand of 312.5 acft. It also shows that the largest user is expected to be Veteran’s Park. The irrigation option will include a pump station at the wastewater treatment plant, a pipeline to customers east of Texas Hwy 6, a pipeline for customers west of Texas Hwy 6, and ground storage at the end of each pipeline to balance the daily supply and hourly demand. Irrigation water for landscapes such as the developments and parks will generally be applied during periods when these areas are not being utilized, typically at night. Therefore, the distribution facilities are sized to deliver the total daily demand in a 6-hour period. Pumping facilities are sized to deliver the water to a ground storage tank near the irrigation demand. Distribution pumps and pipelines would draw water from the storage tank as needed. Table B-2. Estimated Irrigation Demand for Selected Customers (acft) PostPlanned Veteran'sCentral Crescent Adam OakIndustrial Month ParkParkPointeDevelopmentMallPark TOTAL ûÌÊÓÐ ïÛÃ òÇÎ× òÇÐÃ ûÇÕÇÉÈ é×ÌÈ íÙÈÍÚ×Ê èÍÈÛÐ These data and analyses show that removing these irrigation demands from the City’s water distribution system is not nearly enough to meet the shortage of 5.4 MGD on a base load (year round) basis. Because this reuse option does not nearly meet the shortage in water supply, especially during the winter, a supplemental water supply is required. Based on the summary of College Station B-20 March 2010 Appendix B ôøê cost estimates from the other alternatives, the least expensive supply is the construction of Sparta and Carrizo wells. A lack of demand in the winter causes a full-sized Sparta-Carrizo well project to be built. However, when operated in conjunction with the irrigation reuse project, the summer demand for well water would be less during the summer than for a stand-alone well project. B.4.3.2 Estimated Costs B.4.3.2.1 Without Supplemental Supplies The capital cost for the reuse component of wastewater from Carters Creek WWTP is estimated at $2,708,000; and, the project cost is estimated to be $3,781,000. The annual costs is estimated to be $311,000. The unit cost for the water would be $995 per acft, or $0.90 per 1,000 gallons. The project is expected to deliver about 312 acft/yr. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. B.4.3.2.2 With Supplemental Supply from Sparta-Carrizo Project The capital cost for the combined irrigation reuse component and the Sparta-Carrizo component to produce 6,000 acft/yr is estimated at $10,966,000; and, the project cost is estimated to be $15,375,000. The annual costs for this alternative is estimated to be $1,973,000. The unit cost for the water for this alternative project would be $329 per acft, or $1.01 per 1,000 gallons. The project is expected to deliver the full 6,000 acft/yr in a base load pattern. B.4.4 Potable Reuse Option B.4.4.1 Design The potable water option will include a pump station at the water treatment plant, a pipeline to DRPS, an advanced water treatment plant and integration into the water distribution system. The location of the facilities for the project is shown in Figure B-4. Potential potable water for this project considers diverting treated wastewater from Carters Creek WWTP to an advance water treatment plant at the DRPS, and delivering the water that is treated to drinking water standards into storage facilities at DRPS for blending and integration into the City’s water distribution system. It’s HDR’s understanding that a direct reuse of wastewater for public drinking water supplies has not been implemented in the United States. Only one direct reuse application for public water supply is known to exist in the world. Thus, College Station B-21 March 2010 Appendix B ôøê development of this alternative would be precedent setting and would in all likelihood be very difficult to implement. The direct reuse treatment costs are in addition to conventional wastewater treatment. Example treatment for direct reuse would be to treat effluent from a conventional wastewater treatment plant using all or a combination of the following treatment processes: low pressure membranes, reverse osmosis membranes, granular activated carbon adsorption, UV disinfection, and chlorine. The wastewater discharge from Carters Creek WWTP for years 2006 and 2007, excluding daily flows above the project’s capacity of 5.4 MGD, is 5,860 acft/yr, which does not quite meet the shortage of 6,000 acft/yr. However, the discharges are expected to increase in future years and will be able to provide sufficient raw water from the project. Thus, a supplemental supply is not considered for the potable reuse option. B.4.4.2 Estimated Costs The capital cost for the potable reuse component of wastewater from Carters Creek WWTP is estimated at $36,261,000; and, the project cost is estimated to be $50,461,000. The annual costs is estimated to be $7,724,000. The unit cost for the water would be $1,318 per acft, or $4.04 per 1,000 gallons. The project is expected to deliver about 5,860 acft/yr, which would meet the shortage over 70 percent of the time. This supply would increase as flows from the Carters Creek WWTP increase. Engineering features and cost summaries are provided in Tables B-3 and B-4 at the end of this report. College Station B-22 March 2010 Appendix B ôøê College Station B-23 March 2010 Appendix B ôøê B.5 Summary of Findings and Conclusion A summary of the features of the water supply alternatives is presented in Tables B-3; and, a summary of the costs are presented in Table B-4. A review of the cost table indicates that the least expensive water supply is Carrizo and Sparta wells. Contributing to the lower cost is the opportunity to utilize city owned land for the wells and existing infrastructure to convey the raw and treated water to the distribution system. The unit cost is about $279 per acft ($0.86 per 1,000 gallons). To meet the shortage of 6,000 acft/yr at a uniform flow rate, three pairs of Carrizo and Sparta wells are needed. They are to be co-located with new or planned Simsboro wells. The raw water would be conveyed with pipelines for the Simsboro wells to the Sandy Point Pump Station for treatment with the Simsboro water. Integration into the distribution system would be at the Sandy Point Pump Station. Four new reservoirs were considered as alternatives. They are: Little River, Little River Off-Channel, Millican-Bundic, and Millican-Panther Creek. Each of these reservoirs provides considerable more water than the 6,000 acft/yr that is needed by the City. As a result, partners would be needed for all of these projects. Of these reservoir projects, the least expensive to the City is the Millican-Panther Creek Reservoir. It has a unit cost of $1,087 per acft or $3.33 per 1,000 gallons. The Little River Reservoir project is about 14 percent more expensive; the Little River Off-Channel Reservoir is about 19 percent more expensive; and, the Millican-Bundic Reservoir is about 94 percent more expensive. A surface water supply from the Brazos River would require a desalination water treatment process because of occasional relatively high concentrations of salinity in the river water. This project has a unit cost of $783 per acft or $2.40 per 1,000 gallons. Its feasibility is contingent on the Brazos River Authority getting an approval in their application for an increase in their Systems Operations permit. Effluent from Carters Creek Wastewater Treatment Plant for reuse is accommodated in the City’s permit from TCEQ. Reclaiming this effluent is considered for (1) replacing existing irrigation water for relatively high-use customers in the vicinity of Carters Creek WWTP and (2) treatment and integration into the City’s potable water distribution system. For the irrigation project, the demand is seasonal and not nearly enough to reduce the potable water demand by a constant 6,000 acft/yr. As a result, a project of Carrizo and Sparta wells was added to provide a full supply to address the shortage. It’s estimated that the irrigation College Station B-24 March 2010 Appendix B ôøê reuse project would provide supply of 321 acft/yr that would be distributed only in the summer months. The supplemental supply would be met with three pairs of Carrizo and Sparta wells so that a full supply of 6,000 acft/yr would be achieved. Without consideration of the supplemental supply, the irrigation reuse project would have a unit cost of $995 per acft or $3.05 per 1,000 gallons. With the supplemental supply from the Carrizo and Sparta wells, the unit cost for the project is $329 per acft or $1.01 per 1,000 gallons. These costs are heavily weighted to the wells because about 95 percent of the water would come from the wells. For the potable water project, treated effluent from Carters Creek WWTP would be conveyed to Dowling Road Pump Station for treatment and integration into the distribution system. Because of the rarity of direct reuse of wastewater for a potable water supply, at least two levels of water treatment beyond the current Type I treatment at Carters Creek WWTP are anticipated. One is a conventional treatment to condition the water for advance treatment and the other is application of membranes or reverse osmosis. This project is likely to encounter considerable difficulty in permitting and getting public acceptance. The quantity of effluent from Carters Creek WWTP would produce about 5,860 acft/yr when capped at the capacity of the project. Because of the modest shortage in the project capacity of 6,000 acft/yr and the potential for increased flows in the future, no supplemental supplies are included in the project. In summary, the potable reuse project would have a unit cost of $1,318 per acft or $4.04 per 1,000 gallons. In conclusion, the least expensive water supply alternative to develop an additional supply of 6,000 acft/yr is the Carrizo and Sparta well project. The least expensive surface water project is the diversion from the Brazos River, assuming that the Brazos River Authority has sufficient supplies to sell. Major permitting difficulties are expected for the reservoir projects and for reclaiming wastewater effluent for potable water purposes. College Station B-25 March 2010 è×ÄÛÉûÆ×ÎÇ×éÍÇÈÔìíúÍÄ ùÍÐÐ×Õ×éÈÛÈÓÍÎè×ÄÛÉ ìÔÍÎ× öÛÄ MEMORANDUM DATE: ûÇÕÇÉÈ TO: ìÐÛÎÎÓÎÕÛÎØâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎ FROM: ùÛÊÍÐùÍÈÈ×Êì÷éÊûÉÉÈùÓÈÃ÷ÎÕÓÎ××Ê SUBJECT: é×ÏÓûÎÎÇÛÐê×ÌÍÊÈ¦óÏÌÛÙÈö××É ú èÔ×ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎíÊØÓÎÛÎÙ×ùÔÛÌÈ×ÊóÏÌÛÙÈö××ÉØ×ÉÓÕÎÛÈ×ÉÈÔ× ìÐÛÎÎÓÎÕÛÎØâÍÎÓÎÕùÍÏÏÓÉÉÓÍÎÛÉÈÔ×ûØÆÓÉÍÊÃùÍÏÏÓÈÈ××ÖÍÊÊ×ÆÓ×ÅÛØÆÓÉ×Ï×ÎÈ ÛÎØÏÍÎÓÈÍÊÓÎÕÍÖÌÊÍÌÍÉ×ØÛÎØ×ÄÓÉÈÓÎÕÓÏÌÛÙÈÖ××ÉïÍÊ×ÉÌ×ÙÓÖÓÙÛÐÐÃÈÔ×ÛØÆÓÉÍÊÃ ÙÍÏÏÓÈÈ××ÓÉ×ÉÈÛÚÐÓÉÔ×ØÈÍ ûØÆÓÉ×ÛÎØÛÉÉÓÉÈÈÔ×ùÓÈÃÓÎÛØÍÌÈÓÎÕðÛÎØçÉ×ÛÉÉÇÏÌÈÓÍÎÉ ê×ÆÓ×ÅÈÔ×ùÛÌÓÈÛÐóÏÌÊÍÆ×Ï×ÎÈÉìÐÛÎÛÎØÖÓÐ×ÅÊÓÈÈ×ÎÙÍÏÏ×ÎÈÉ ïÍÎÓÈÍÊÛÎØ×ÆÛÐÇÛÈ×ÓÏÌÐ×Ï×ÎÈÛÈÓÍÎÍÖÈÔ×ùÛÌÓÈÛÐóÏÌÊÍÆ×Ï×ÎÈÉìÐÛÎ öÓÐ×É×ÏÓÛÎÎÇÛÐÊ×ÌÍÊÈÉÅÓÈÔÊ×ÉÌ×ÙÈÈÍÈÔ×ÌÊÍÕÊ×ÉÉÍÖÈÔ×ùÛÌÓÈÛÐ óÏÌÊÍÆ×Ï×ÎÈÉìÐÛÎ ûØÆÓÉ×ÈÔ×ùÓÈÃùÍÇÎÙÓÐÍÖÈÔ×Î××ØÈÍÇÌØÛÈ×ÍÊÊ×ÆÓÉ×ÈÔ×ðÛÎØçÉ× ûÉÉÇÏÌÈÓÍÎÉùÛÌÓÈÛÐóÏÌÊÍÆ×Ï×ÎÈÉìÐÛÎÛÎØóÏÌÛÙÈö××É ùÇÊÊ×ÎÈÐÃÈÔ×ùÓÈÃÍÖùÍÐÐ×Õ×éÈÛÈÓÍÎÔÛÉÖÓÆ×ÓÏÌÛÙÈÖ××ÉÓÎ×ÄÓÉÈ×ÎÙ×ÍÖÅÔÓÙÔÛÐÐ ÛÉÉÍÙÓÛÈ×ØÙÍÎÉÈÊÇÙÈÓÍÎÓÉÙÍÏÌÐ×È×ûÐÐÖÓÆ×ÍÖÈÔ×ÓÏÌÛÙÈÖ××ÉÇÎØ×ÊÅ×ÎÈÛã×ÛÊ çÌØÛÈ×ÓÎ×ÓÈÔ×Ê ÍÊ ÛÉÎÍÈ×ØÚ×ÐÍÅÓÎÛÙÙÍÊØÛÎÙ×ÅÓÈÔéÈÛÈ×ðÛÅèÔ× ÖÍÐÐÍÅÓÎÕÓÉÛÙÇÊÊ×ÎÈÉÈÛÈÇÉÊ×ÌÍÊÈÖÍÊ×ÛÙÔÍÖÈÔ×ÖÓÆ×ÓÏÌÛÙÈÖ××ÉèÍÖÛÙÓÐÓÈÛÈ×Ê×ÆÓ×Å ØÛÈÛÙÔÛÎÕ×ÉÖÊÍÏÌÊ×ÆÓÍÇÉÏÍÎÈÔÉÛÊ×ÌÊ×É×ÎÈ×ØÓÎÚÍÐØÖÍÎÈ éÛÎÓÈÛÊÃé×Å×ÊõÊÛÔÛÏêÍÛØ ÛÙÝÝ ðç÷ èÔÓÉÖ××ÅÛÉÓÎÓÈÓÛÐÐÃÓÏÌÐ×Ï×ÎÈ×ØÓÎ ÛÈ ðç÷ÛÎØÅÛÉÊ×ÆÓÉ×ØÓÎ ÈÍ ðç÷ÛÖÈ×ÊÛÌÌÊÍÆÛÐÍÖÇÌØÛÈ×ØðÛÎØÇÉ×ûÉÉÇÏÌÈÓÍÎÉÛÎØùÛÌÓÈÛÐ óÏÌÊÍÆ×Ï×ÎÈÉìÐÛÎùóìÊ×ÆÓÉ×ØÛÕÛÓÎÈÍÈÔ× ðç÷ÓÎ ÛÎØÈÍÈÔ× ÙÇÊÊ×ÎÈÛÏÍÇÎÈÓÎûÌÊÓÐÍÖ èÔ×ùóìÙÍÎÉÓÉÈÉÍÖÈÔÊ××ÌÔÛÉ×ÉÍÊÓÕÓÎÛÐÐÃ ×ÉÈÓÏÛÈ×ØÛÈ ÅÔÓÙÔÔÛÆ×ÛÐÐÚ××ÎÙÍÏÌÐ×È×ØÛÈÛÙÍÏÚÓÎ×ØÙÍÉÈÍÖ $0.00 ö××ÉÙÍÐÐ×ÙÈ×ØÍÆ×ÊÈÔ×ÐÛÉÈÏÍÎÈÔÉÛÊ×ÖÍÊÈÍÈÛÐÛÏÍÇÎÈÍÖ Ì×ÊûÙÙÍÇÎÈ èÔ×Ê×ÏÛÓÎÓÎÕÛÏÍÇÎÈ×ÐÓÕÓÚÐ× ÖÍÊÙÍÐÐ×ÙÈÓÍÎÓÉÛÚÍÇÈ èÔ×ÈÍÈÛÐÛÏÍÇÎÈÈÍÚ×Ê×ÙÍÆ×Ê×ØÈÔÊÍÇÕÔÓÏÌÛÙÈ Ö××ÉÓÉÛÎÈÓÙÓÌÛÈ×ØÛÈ ÍÖÍÊÓÕÓÎÛÐÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈ éÛÎÓÈÛÊÃé×Å×ÊéÌÊÓÎÕùÊ××Ñ¦ì×ÚÚÐ×ôÓÐÐÉ ÛÙ ðç÷ èÔÓÉÖ××ÅÛÉÓÏÌÐ×Ï×ÎÈ×ØÓÎø×Ù×ÏÚ×ÊÛÈ ðç÷ÛÎØÅÛÉÊ×ÆÓÉ×ØÈÍ ÈÔ×ÙÇÊÊ×ÎÈÛÏÍÇÎÈÓÎûÌÊÓÐÍÖ èÔ×ùóìÙÍÎÉÓÉÈÉÍÖìÔÛÉ×ó×ÛÉÈÍÖôÅÃ ÛÎØìÔÛÉ×óóÅ×ÉÈÍÖôÅÃìÔÛÉ×ó×ÉÈÓÏÛÈ×ØÈÍÙÍÉÈ ÅÛÉ ÙÍÏÌÐ×È×ØÓÎÛÈÛÙÍÉÈÍÖ ìÔÛÉ×óóÅÛÉ×ÉÈÓÏÛÈ×ØÈÍÙÍÉÈ ÛÎØÅÛÉÙÍÏÌÐ×È×ØÛÈÛÙÍÉÈÍÖ èÔ×ÈÍÈÛÐÛÙÈÇÛÐÙÍÉÈÅÛÉ $7,914.50 ö××ÉÙÍÐÐ×ÙÈ×ØÍÆ×ÊÈÔ×ÐÛÉÈÏÍÎÈÔÉÛÊ×ÖÍÊÈÍÈÛÐ $547,608.14 ÛÏÍÇÎÈÍÖÌ×ÊûÙÙÈ èÔ×Ê×ÏÛÓÎÓÎÕÛÏÍÇÎÈ $209,349 ×ÐÓÕÓÚÐ×ÖÍÊÙÍÐÐ×ÙÈÓÍÎÓÉÛÚÍÇÈèÔ×ÈÍÈÛÐÛÏÍÇÎÈÈÍÚ×Ê×ÙÍÆ×Ê×ØÈÔÊÍÇÕÔ ÓÏÌÛÙÈÖ××ÉÓÉÛÎÈÓÙÓÌÛÈ×ØÛÈ ÍÖÍÊÓÕÓÎÛÐÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈ úéÛÎÓÈÛÊÃé×Å×ÊûÐÇÏùÊ××Ñ¦îÛÎÈÇÙÑ×È ÛÙ ðç÷ èÔÓÉÖ××ÅÛÉÓÏÌÐ×Ï×ÎÈ×ØÓÎø×Ù×ÏÚ×ÊÛÈ ðç÷ÛÎØÅÛÉÊ×ÆÓÉ×ØÈÍ ÈÔ×ÙÇÊÊ×ÎÈÛÏÍÇÎÈÓÎûÌÊÓÐÍÖ èÔ×ùóìÙÍÎÉÓÉÈ×ØÍÖÊÇÎÎÓÎÕÛÉÛÎÓÈÛÊÃ É×Å×ÊÐÓÎ×ÖÊÍÏÈÔ×ÉÍÇÈÔ×ÎØÍÖÈÔ×ùÍÐÐ×Õ×éÈÛÈÓÍÎúÇÉÓÎ×ÉÉìÛÊÑÅ×ÉÈ×ÊÐÃÛÐÍÎÕ ûÐÇÏùÊ××ÑÈÍÈÔ××ÛÉÈêíåÍÖôÓÕÔÅÛÃèÔ×ÌÊÍÒ×ÙÈÅÛÉ×ÉÈÓÏÛÈ×ØÈÍÙÍÉÈ ÛÎØÅÛÉÙÍÏÌÐ×È×ØÓÎÛÈÛÙÍÉÈÍÖ ö××ÉÙÍÐÐ×ÙÈ×Ø $302.88$20,506.63 ÍÆ×ÊÈÔ×ÐÛÉÈÏÍÎÈÔÉÛÊ×ÖÍÊÈÍÈÛÐÛÏÍÇÎÈÍÖÌ×ÊûÙÙÈ $182,860 èÔ×Ê×ÏÛÓÎÓÎÕÛÏÍÇÎÈ×ÐÓÕÓÚÐ×ÖÍÊÙÍÐÐ×ÙÈÓÍÎÓÉÛÚÍÇÈ èÔ×ÈÍÈÛÐÛÏÍÇÎÈÈÍÚ×Ê×ÙÍÆ×Ê×ØÈÔÊÍÇÕÔÓÏÌÛÙÈÖ××ÉÓÉÛÎÈÓÙÓÌÛÈ×ØÛÈÍÖ ÍÊÓÕÓÎÛÐÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈ åÛÈ×ÊôÛÊÐ×ÃÛÙ ðç÷ èÔÓÉÖ××ÅÛÉÓÏÌÐ×Ï×ÎÈ×ØÓÎûÌÊÓÐÛÈ ðç÷ÛÎØÅÛÉÊ×ÆÓÉ×ØÈÍÈÔ× ÙÇÊÊ×ÎÈÛÏÍÇÎÈÓÎûÌÊÓÐÍÖ èÔ×ùóìÙÍÎÉÓÉÈÉÍÖÊÇÎÎÓÎÕÛÎÅÛÈ×ÊÐÓÎ×ÉÍÇÈÔ ÛÐÍÎÕÈÔ××ÛÉÈêíåÍÖôÓÕÔÅÛÃÛÌÌÊÍÄÓÏÛÈ×ÐÃ èÔ×ÐÓÎ×ÅÛÉ×ÉÈÓÏÛÈ×ØÈÍ ÙÍÉÈ ÈÔ×ÓÏÌÛÙÈÖ××ÓÉÚÛÉ×ØÍÎÛÎÐÓÎ×ü û É×ÙÈÓÍÎ ÍÖÈÔ×ÐÓÎ×ÅÛÉÙÍÎÉÈÊÇÙÈ×ØÓÎÖÊÍÏÈÔ×ÉÍÇÈÔ×ÎØÛÈÛÈÍÈÛÐÙÍÉÈÍÖ ö××ÉÙÍÐÐ×ÙÈ×ØÍÆ×ÊÈÔ×ÐÛÉÈÏÍÎÈÔÉÛÊ× ÖÍÊÈÍÈÛÐÛÏÍÇÎÈÍÖ Ì×ÊûÙÙÈ èÔ×Ê×ÏÛÓÎÓÎÕÛÏÍÇÎÈ×ÐÓÕÓÚÐ×ÖÍÊ ÙÍÐÐ×ÙÈÓÍÎÓÉÛÚÍÇÈ èÔ×ÈÍÈÛÐÛÏÍÇÎÈÈÍÚ×Ê×ÙÍÆ×Ê×ØÈÔÊÍÇÕÔÓÏÌÛÙÈÖ××É ÓÉÛÎÈÓÙÓÌÛÈ×ØÛÈÍÖÍÊÓÕÓÎÛÐÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈ éÛÎÓÈÛÊÃé×Å×ÊéÈ××ÌÐ×ÙÔÛÉ×ÛÙ ðç÷ èÔÓÉÖ××ÅÛÉÓÎÓÈÓÛÐÐÃÓÏÌÐ×Ï×ÎÈ×ØÓÎòÇÎ× ÛÈ ðç÷ÛÎØÅÛÉÊ×ÆÓÉ×ØÈÍ ÈÔ×ÙÇÊÊ×ÎÈÛÏÍÇÎÈÓÎïÛÃÍÖ èÔÓÉùóìÅÛÉÙÍÎÉÈÊÇÙÈ×ØÓÎÈÅÍÌÔÛÉ×ÉÍÖ ÉÛÎÓÈÛÊÃÉ×Å×ÊÐÓÎ×ÙÍÎÉÈÊÇÙÈÓÍÎÓÎÙÍÏÌÐÓÛÎÙ×ÅÓÈÔÈÔ×ÌÊÍÌÍÉ×ØÙÍÎÉÈÊÇÙÈÓÍÎÓÎÈÔ× ÍÊÓÕÓÎÛÐÊ×ÌÍÊÈ×ÉÈÛÚÐÓÉÔÓÎÕÈÔ×Ö××ìÔÛÉ×ÍÎ×ÙÊÍÉÉ×Øå×ÐÐÚÍÊÎêÍÛØÛÎØ È×ÊÏÓÎÛÈ×ØÛÈíÐØå×ÐÐÚÍÊÎêÍÛØÙÍÎÉÓÉÈÓÎÕÍÖ ÐÓÎ×ÛÊÖ××ÈÍÖÓÎÙÔÉ×Å×Ê ÐÓÎ×ÅÓÈÔÛÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈÍÖ ìÔÛÉ×ÈÅÍÅÛÉÙÍÏÌÐ×È×ØÓÎ ÛÎØ ÙÍÎÈÓÎÇ×ØÈÔ×ÐÓÎ×ÛÐÍÎÕíÐØå×ÐÐÚÍÊÎêÍÛØÛÎØÈ×ÊÏÓÎÛÈ×ØÛÙÊÍÉÉêìêå×ÉÈ ìÔÛÉ×ÈÅÍÙÍÎÉÓÉÈ×ØÍÖ ÐÓÎ×ÛÊÖ××ÈÍÖ ÓÎÙÔÐÓÎ×ÛÎØ ÐÓÎ×ÛÊÖ××ÈÍÖ ÓÎÙÔÐÓÎ×ÖÍÊÛÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈÍÖ ÛÎØÛÐÛÎØÙÍÉÈÍÖ èÔ× Ø×ÉÓÕÎÙÍÉÈÖÍÊÈÔ×ÙÍÏÚÓÎ×ØÌÔÛÉ×ÉÅÛÉ èÔ×ÈÍÈÛÐÛÙÈÇÛÐÙÍÉÈÅÛÉ ÅÔÓÙÔÅÛÉÐ×ÉÉÈÔÛÎÈÔ×ÍÊÓÕÓÎÛÐÊ×ÌÍÊÈ×ÉÈÓÏÛÈ×ØÛÈ ö××É $2,700$28,553.32 ÙÍÐÐ×ÙÈ×ØÍÆ×ÊÈÔ×ÐÛÉÈÏÍÎÈÔÉÛÊ×ÖÍÊÈÍÈÛÐÛÏÍÇÎÈÍÖÌ×ÊûÙÙÈ èÔ×Ê×ÏÛÓÎÓÎÕÛÏÍÇÎÈ×ÐÓÕÓÚÐ×ÖÍÊÙÍÐÐ×ÙÈÓÍÎÓÉÛÚÍÇÈ $761,956 èÔ×ÈÍÈÛÐÛÏÍÇÎÈÈÍÚ×Ê×ÙÍÆ×Ê×ØÈÔÊÍÇÕÔÓÏÌÛÙÈÖ××ÉÓÉÛÎÈÓÙÓÌÛÈ×ØÛÈ ÍÖÍÊÓÕÓÎÛÐÙÍÎÉÈÊÇÙÈÓÍÎÙÍÉÈ AspartofthepreviousSemi-AnnualReportthe impactofthenewlyadopted ComprehensiveLandUsePlan wasevaluated.Aspresented intheTablebelow, thedensitiesexpected withthenewlyadoptedLandUsePlanaresignificantly different inseveraloftheImpactFeeAreas.Anupdateto incorporatethese changes is inprogress.It isexpectedtotakeanumberofmonths inordertogive dueconsiderationtotheWaterandWastewaterMasterPlanscurrentlyunder developmentaswellasaCityWideImpactFeeStudyauthorizedbyCityCouncil inJuly.TheCityWideImpactFeeStudy isproposedforbudgetingnextfiscal year.Bothprojectsaresignificanttotheaforementionedupdate. Remaining EffectiveCurrentAnticipated LUECapital ImpactFeeAreaBuildoutImpactBuildout AdjustmentInvestment LUEFeeRateLUE toRecoup 1775+224 õÊÛÔÛÏ 8384+3959$209,000 éÌÊÓÎÕùÊ××Ñ 2139-1093 úûÐÇÏ 440-10 ôÛÊÐ×Ã 7816+4987$762,000 éÈ××ÌÐ×ÙÔÛÉ× Total$1,475,000 TheTexasLocalGovernmentCodeChapter395.082requiresanannual certification letterfromtheCitytotheTexasAttorney Generalstatingessentially thattheCity’s impactfeeprogram is incompliance withstate law.Withyour direction,thisSemi-AnnualReport will beforwardedtoCityCouncilfortheir updateandtheMayor’sexecutionofthecertification. ûÈÈÛÙÔÏ×ÎÈÉóÏÌÛÙÈö××é×ÊÆÓÙ×ûÊ×ÛÉïÛÌ ðÛÎØçÉ×ÛÈûØÍÌÈÓÍÎïÛÌÌ×ÊóÏÌÛÙÈö××ûÊ×Û ùÇÊÊ×ÎÈðÛÎØçÉ×ïÛÌÌ×ÊóÏÌÛÙÈö××ûÊ×Û ùÍÏÌÐÓÛÎÙ×ù×ÊÈÓÖÓÙÛÈÓÍÎð×ÈÈ×ÊÈÍûÈÈÍÊÎ×Ãõ×Î×ÊÛÐ COMPLIANCECERTIFICATIONLETTER August5,2010 AttorneyGeneralGregAbbott OfficeoftheAttorneyGeneral POBox12548 Austin,TX78711_2548 DearAttorneyGeneralAbbott: Thisstatementcertifies compliancewithChapter395,LocalGovernmentCodefortheCityof CollegeStation,Texas. Sincerely, _______________________________ NancyBerry Mayor CityofCollegeStation