WPCF ":3(}uU|4.}F U p߼Qv' Sp]-[>9Ig"D=YD*œ u('̘t\=tUdj!edsOmT{h!;*TI]W+gBD4pfIَ#QZT+' !3;;LT'Is$>*FTЎ003-ɬ JW€ ʜ:A nB)뛍S*:1?sk?3^JVE&14ܝYİ.ģ c(ʙW78 l(lpSQ騤;Azog kf:-#P)Tg cQ* Ȁ5]OE%蹠LǚmDJO5}n!p|\-] ea 0N 0 0 0yW 0k 0k; 0~ 0~$ 0 0y 0: 0 0 0O 0 0 05 0 0 0 0  0 01 0DU :A %{ 0z  0 g 0=x 0F 0P 1K 0 1 0 s! 0nS%E% 0%UB(UB)U.Y)U:) 04)* 0n, 0?- 0- 0. 0+A/l3 0425f5 0n|6 16 Cq7f7a7 BE*7 B7f7a7f7a8 188nY8 0S$<w< 1< 0c= 0wi= 0= 0j>w ?4?#"?NA 0A 0B 0hC 0CD 1u2E^ EE mEU:EU,F"2F"TFTFbvFF 72FVV8Document[1]Document Style  @..  23  Ԁ     Ԉ V-8Document[2]Document Style 23  Ԁ   V=8Document[3]Document Style.. 23  Ԁ   V8Document[4]Document Style.. . V 8Document[5]Document Style0..V 8Document[6]Document Style8..V& 8Document[7]Document Style0..0` ..` V& 8Document[8]Document Style0..8` ..` l80:Technical[1]Technical Document Style  23  Ԁ     .. l-%:Technical[2]Technical Document Style 23  Ԁ   .. l*!:Technical[3]Technical Document Style 23  Ԁ   .. l&!:Technical[4]Technical Document Style 23  Ԁ   .. l/:Technical[5]Technical Document Style.. 23  Ԁ. l/:Technical[6]Technical Document Style.. 23  Ԁ. l/:Technical[7]Technical Document Style.. 23  Ԁ. l/:Technical[8]Technical Document Style.. 23  Ԁ. jS *1[1]Right-Aligned Paragraph Numbers..23  Ԁ..0..jf *1[2]Right-Aligned Paragraph Numbers..` ..` 23  Ԁ..0` ..` jy *1[3]Right-Aligned Paragraph Numbers..` ..`  .. 23  Ԁ` ..` 0 .. j *1[4]Right-Aligned Paragraph Numbers..` ..`  .. ..23  Ԁ .. 0..j *1[5]Right-Aligned Paragraph Numbers..` ..`  .. ..h..h23  Ԁ..0h..hj *1[6]Right-Aligned Paragraph Numbers..` ..`  .. ..h..h..23  Ԁh..h0..j *1[7]Right-Aligned Paragraph Numbers..` ..`  .. ..h..h....23  Ԁ..0..j *1[8]Right-Aligned Paragraph Numbers..` ..`  .. ..h..h....p..p23  Ԁ..0p..p<6X9`("Courier 10cpiX '  TCEQ FORM 0624 - SCS LIFT STATION & FORCE MAINFORMEAPP0HBEATTY .   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A. a.(1)(a) i) a)S !($0 ($0 0 (($0 0 0  A_ekqwDocumentDocument StyleI.1.A.a.(1)(a)i)a)jo4Tech InitInitialize Technical StyleS $   1 .1 .1 .1 .1 .1 .1 .1 S  CuyTechnicalTechnical Document Style11.11.1.11.1.1.11.1.1.1.11.1.1.1.1.11.1.1.1.1.1.11.1.1.1.1.1.1.1x?t2PleadingHeader for numbered pleading paper &  '(   fXXXXfXXfXfXXXfXX?>('*dE*??>('*dE*?HH 1HH 2HH 3HH 4HH 5HH 6HH 7HH 8HH 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28  .+(F2{$ F<!YXXXX   Z*MemoThe heading of TWC Memo \  t ` pW** `*Times New RomanTTW        @..TexasNaturalResourceConservationCommissiond&..d&W+) `*Times New RomanTTW@..INTEROFFICEMEMORANDUM..C,0oq A`ArialTTCTo:` ..` O-<p9`("Courier NewTTO* `*Times New RomanTT) `*Times New RomanTT0oq A`ArialTT<p9`("Courier NewTT\e:.memohdmemo code for letterhdZFX(` hp  (#%'XZ/ = TexasWaterCommission  0'   fXXXZFX(` hp  (#%'XZXfXXfXfXXXfuFX(` hp  (#%' X(x` Xh XuӄX  Page  1  January,1990(F2{$ F<!YXXXX   P@0HeadingChapter Heading@.. 23  Ԁ   Ԉ tM 4Right ParRight-Aligned Paragraph Numbers..23  Ԁ  0..L;6SubheadingSubheading 23  ..   |02letterhdletter settings for letterhead npntr  TRY 3'3' 3' Letter3'Txd X` xhp xh (#%'0*,.8135@8:<H?AXx  5 = ( xx@K  TRY 3'Y 3' 3' Letter 3' LetterT  0'  fXXXxd X` xhp xh (#%'0*,.8135@8:<H?AXxXfXXfXfXXXfd X` xhp xh (#%'0*,.8135@8:<H?A X xhXh XXXX  p  __,1991q42memohead  8{)YXXXX   _3 X` hX3    YT*XYXTCEQ0624(Rev.10/01/04)  (F2{$ F<!YXXXX   (EhCEKQW]cioAutoList21.1.1.1.1.1.1.1. dTable_A&0 d d dTable_BTable_C 3sy1Right-Aligned Paragraph NumbersI.A.1.a.(1)(a)i)a)3|D<6X9`("Courier 10cpiXx6X@;X@* `*Times New RomanTT P7P) `*Times New RomanTTc P7P0oq A`ArialTTomanTToq P})P<p9`("Courier NewTTTTdp@Q@(+<$YXQXXX  IJKLQRSThxCEIMQUY]aAutoList1""""""""i)1)a)(;3$2#  0  .3  0  (O;$0  2#  a  .3  0` (#(#(b$0  0` (#(#2#   .3  0 ` (#` (#(xir$0  0` (#(#0 ` (#` (#2#(  0  )3  0 (# (#h2\\TNRCC41\f2n-c305-hplj8150-q.owrm.park35.tnrcc0($0  0` (#(#0 ` (#` (#0 (# (#2#(  a  )3  0h(#(#(F$0  0` (#(#0 ` (#` (#0 (# (#0h(#(#2#(   )3  0h(#h(#($0  0` (#(#0 ` (#` (#0 (# (#0h(#(#0h(#h(#2#  0  )3  0(#(#({$0  0` (#(#0 ` (#` (#0 (# (#0h(#(#0h(#h(#0(#(#2#  a  )3  0p(#(#3#37=CIQYag1.a.i.(1)(a)(i)1)a)z3 U,cAZ"Arial Regular-@AZArial         M   Page of &  , Ui) F<!YXXXX   _Y&%XYX  3 X` hX3_ 7[N\e^8YT*Ydd8@ 6 LiftStation/forceMainSystemApplication   @%%?forRegulatedActivities  @l l 9OntheEdwardsAquiferRechargeZone p @)andRelatingto30TAC213.5(c)(3)(B)and(c),EffectiveJune1,1999 D REGULATEDENTITYNAME: x   򀀀   CUSTOMERINFORMATION (ifdifferentthancustomerinformationprovidedoncoredataform) h  1.0  Theperson(s)responsibleforprovidingtheengineering certification totheTCEQpursuantto  X  30TAC213.5(f)(2)(C)duringconstructionand30TAC213.5(c)(3)(D)uponcompletionof  4  constructionis:  $$ 0  ContactPerson:򀀀p $$ 0  Entity: p 򀀀D $$ 0  MailingAddress:򀀀X $$ 0  City,State: 򀀀Zip:򀀀,$$ 0  Telephone: 򀀀Fax:򀀀$$ 2.0  Theengineerresponsibleforthe design ofthisliftstationandforcemain:h$$ 0  ContactPerson:򀀀X$$ 0  Entity: p 򀀀,$$ 0  MailingAddress:򀀀$$ 0  City,State: 򀀀Zip:򀀀$$ 0  Telephone: 򀀀Fax:򀀀h$$ 0  TexasLicensedProfessionalEngineer'sSerialNumber:򀀀P$$  PROJECTDESCRIPTION   3.0  Thisprojectisfortheconstructionorreplacementof:h $$   򀀀0 p LiftStationonly. P"p$p$   򀀀0 p LiftStationandForceMainsystem. $#p$p$   򀀀0 p LiftStation,ForceMain,andGravitysystem.!$p$p$ ! ! 9(Eh83U"I3"  I32Eh  4  .3  0    Thefollowingexisting/proposed(circleone)wastewatertreatmentplant(WWTP) `#& ________________________(name)willreceiveprojectwastewaterfortreatmentanddisposal.I3݌4$t '$$ Ќ  5.0  Allcomponentsofthisliftstation/forcemainsystemwillcomplywith:%")$$   򀀀0 p TheCityof򀀀standardspecifications.'#+p$p$   򀀀0 p Other.Specificationsareprovideddirectlybehindthispage.X($,p$p$   +'0 _  _, _  SITEPLAN    Items6through13mustbeincludedontheSitePlan.  p 6.  TheSitePlanmusthaveaminimumscaleof1"=400'.  `    p SitePlanScale:1"=򀀀. 4 7.0  Liftstation/forcemainsystemlayoutshallmeetallrequirementsof30TAC213.5(c)(3)(B)   and(C),and30TACChapter317.p $$   8.  GeologicorManmadeFeatures:  X  0  0p$$NogeologicormanmadefeatureswereidentifiedintheGeologicAssessment. p$p$ 0  0p$$AllgeologicormanmadefeaturesidentifiedintheGeologicAssessment(caves,solution   openings,sinkholes,fractures,joints,porouszones,etc.)whichexistatthesiteofthe h  proposedliftstationandalongthepath(s)orwithin 50feetofeachside ofaproposed <|  forcemainlineareshownontheSitePlanandarelistedinthetablebelow.Designsused X  toprotecttheintegrityofthesewerlinecrossingeachfeaturearedescribedandlabeled , ontheattachedpage.AdetaileddesigndrawingforeachfeatureisshownonPlanSheet  򀀀of򀀀.p$p$ 0  0p$$NoGeologicAssessmentisrequiredforthisproject.hp$p$ *;< ddd Xdd Xdd X$$,d",`td",td",`td", t"+  <==:'PP P<Line A=>:,!"==: AStation A=>:,!"=>: A A=>:,!"=>: AStation A=>=:,!"=>: ATypeofFeature S>=D," P =>=: PS ;>>,! L">= ; 2>># L>> 2to 2>># L>> 2 6>>=# L>> 6 J>=;# L  P >>= PJ ;>>,!d!">= ; 2>>#d">> 2to 2>>#d#>> 2 6>>=#d$>> 6 J>=;#d% P >>= PJ ;>>,!&">= ; 2>>#'>> 2to 2>>#(>> 2 6>>=#)>> 6 J>=;#* P >>= PJ ;>>,!T+">= ; 2>>#T,>> 2to 2>>#T->> 2 6>>=#T.>> 6 J>=;#T/ P >>= PJ ;>>,!l0">= ; 2>>#l1>> 2to 2>>#l2>> 2 6>>=#l3>> 6 J>=;#l4 P >>= PJ ;>>,!5">= ; 2>>#6>> 2to 2>>#7>> 2 6>>=#8>> 6 J>=;#9 P >>= PJ ;>>,! \:">= ; 2>># \;>> 2to 2>># \<>> 2 6>>=# \=>> 6 H>==7# \> P >>= PH =>>=,!t!?">== = 4>>=#t!@>>= 4to 4>>=#t!A>>= 4 6>>==#t!B>>= 63)'t!C 0 P  >>== 3  9.  򀀀0 p Existingtopographiccontoursareshownandlabeled.Thecontourintervalis򀀀feet.  $` E (Contourintervalmustnotbegreaterthan5feet).$4!Fp$p$ 10.  򀀀0 p Finishedtopographiccontoursareshownandlabeled.Thecontourintervalis򀀀feet. &"H (Contourintervalmustnotbegreaterthan5feet).p'#Ip$p$ 0  0p$$Finishedtopographiccontourswillnotdifferfromtheexistingtopographicconfiguration D($J andarenotshown.)X%Kp$p$  +'N \e \M, \  11.  100yearfloodplainboundaries  0  0p$$Somepart(s)oftheprojectsiteislocatedwithinthe100yearfloodplain.Thefloodplain h isshownandlabeled.<|p$p$ 0  0p$$Nopartoftheprojectsiteislocatedwithinthe100yearfloodplain.Pp$p$ 0  The100yearfloodplainboundariesarebasedonthefollowing specific (includingdateof  material)sources(s): $$   򀀀 h    򀀀 < |    򀀀  P  12.  5yearfloodplain:   0  0p$$Afterconstructioniscomplete,nopartofthisprojectwillbeinorcrossa5yearfloodplain, `  eithernaturallyoccurringormanmade.(Donotincludestreetsorconcretelinedchannels 4t  constructedabovesewerlines.)H p$p$ 0  0p$$Afterconstructioniscomplete,allsectionsoftheforcemainlocatedwithinthe5year  floodplainwillbeencasedinconcreteorcappedwithconcrete.Theselocationsarelisted  inthetablebelowandareshownandlabeledontheSitePlan.(Donotincludestreets  orconcretelinedchannelsconstructedabovesewerlines.)Xp$p$ *?@ d dd"`td"`td"`td"` t" ;<$$,d",` td",td",9td",St"+  <==:'@@ P<Line A=>:,!"==: ASheet A=>:,!"=>: AStation A=>:,!"=>: A A=>=:,!"=>: AStation S>=D," P =>=: PS ;>>,!-">= ;of 2>>#->> 2 2>>#->> 2to 6>>=#->> 6 J>=;#-  P >>= PJ ;>>,!9y!">= ;of 2>>#9y">> 2 2>>#9y#>> 2to 6>>=#9y$>> 6 J>=;#9y% P >>= PJ ;>>,!&">= ;of 2>>#'>> 2 2>>#(>> 2to 6>>=#)>> 6 L>==;#* P >>= P'L =>>=,!+">== =of 4>>=#,>>= 4 4>>=#->>= 4to 6>>==#.>>= 63)'/ ' P  >>== 313.  Allknownwells(oil,water,unplugged,cappedand/orabandoned,testholes,etc.): H2 0  0p$$Thereare򀀀(#)wellspresentontheprojectsiteandthelocationsareshownand  04 labeled.(Checkallofthefollowingthatapply)!5p$p$ 0   p 0 $$Thewellsarenotinuseandhavebeenproperlyabandoned."6 $ $   0 p 0 p$p$Thewellsarenotinuseandwillbeproperlyabandoned.l#7 $ $ 0   p 0 $$Thewellsareinuseandcomplywith30TAC238.@$ 8 $ $ 0  򀀀0p$$Therearenowellsortestholesofanykindknowntoexistontheprojectsite.%T!9p$p$  PLANANDPROFILESHEETS .Theconstructiondrawingsandtechnicalspecificationswillnotbe '#< consideredforreviewunlesstheyarethe finalplansandtechnicalspecifications whichwillbeused |($= bythecontractorforbiddingandconstruction. X)%>  Items14through17mustbeincludedonthePlanandProfilesheets.  +@'@ 14.0  Theequipmentinstallationconstructionplansmusthaveaminimumscaleof1"=10'.,(B$$    p Plansheetscale:1"=򀀀. -)C [N [M  [  15.  򀀀0 p Locations,descriptionsandelevationsofallrequiredequipmentandpipingforthelift  stationandforcemainareshownandlabeled.hp$p$    p 16.  򀀀0 p AirRelease/VacuumValveswillbeprovidedatallpeaksinelevationoftheproposedforce P main.Theselocationsarelistedinthetablebelowandlabeledontheappropriateplan $ andprofilesheets.p$p$ *AB ddd"` td"` td"9td"9St"S?@$$,d",td", t"+  <==:'` `  P<Line A=>:,! C "==: AStation A=>=:,! C "=>: ASheet S>=D, C " P =>=: PS ;>>,!T  ">= ; ?>>=,!T  ">> ?of J>=;#T  P >>= PJ ;>>,! ">= ; ?>>=,! ">> ?of J>=;#  P >>= PJ ;>>,!6 ">= ; ?>>=,!6 ">> ?Ѐof J>=;#6  P >>= PJ ;>>,!G ">= ; ?>>=,!G ">> ?Ѐof J>=;#G  P >>= PJ ;>>,! ">= ; ?>>=,! ">> ?Ѐof L>==;#  P >>= P*L =>>=,!)">== = ?>>==,!)">>= ?Ѐof3)') * P  >>== 317.0  򀀀0p$$The finalplansandtechnicalspecifications aresubmittedfortheTCEQsreview.  Eachsheetoftheconstructionplansandspecificationsaredated,signed,andsealedby  theTexasLicensedProfessionalEngineerresponsibleforthedesignoneachsheet.k p$p$  ENGINEERINGDESIGNREPORT  7# 18.0  ATTACHMENTAEngineeringDesignReport. Anengineeringdesignreportwiththefollowing % requireditemsisincludedwiththisapplication:&$$   򀀀0 p Thereportisdated,signed,andsealedbyaTexasLicensedProfessionalEngineer.+k(p$p$   򀀀0 p Calculationsforsizingsystem(includingemergencyprovisions).?)p$p$   򀀀0 p Pumpcurves,systemcurves,andheadlosscalculationsincludingminimumand * maximumstaticheadforCvaluesof100and140.+p$p$   򀀀0 p 100yearand25yearfloodconsiderations.{ ,p$p$   򀀀0 p Totalliftstationpumpingcapacitywiththelargestpumpoutofservice.O!-p$p$   򀀀0 p Typeofpumps,includingstandbyunits.#"c.p$p$   򀀀0 p Typeofpumpcontrollers,includingstandbyairsupplyforbubblercontrollers."7/p$p$   򀀀0 p Pumpcycletime.# 0p$p$   򀀀0 p Typeofwetwellventilation,includenumberofairchangesformechanicalventilation.$ 1p$p$   򀀀0 p MinimumandmaximumflowvelocitiesfortheForceMain.s%!2p$p$  ?+'9  ADMINISTRATIVEINFORMATION   19.  򀀀0 p Uponcompletionofthewetwellexcavation,ageologistmustcertifythattheexcavation p wasinspectedforthepresenceofsensitivefeaturesandthatthecertificationmustbe D submittedtotheappropriateregionaloffice.Xp$p$ 20.  򀀀0 p AllGeneralConstructionNotesforLiftStationsandForceMainsinthe"NOTESLS.FM"  fileareincludedontheGeneralNotesSheetoftheFinalConstructionPlansforthelift   stationand/orforcemainsystem.h p$p$ 21.  򀀀0 p One(1)originalandthree(3)copiesofthecompletedapplicationhasbeenprovided. P p$p$  HIJKLQRST(xx89 22.  򀀀0 p #YXX%Y&V#Y&%XYXAnymodificationofthisSCSapplicationwillrequireTCEQapproval,priortoconstruction,   andmayrequiresubmissionofarevisedapplication,withappropriatefees .  p$p$ Tothebestofmyknowledge,theresponsestothisformaccuratelyreflectallinformationrequested <|  concerningtheproposedregulatedactivitiesandmethodstoprotecttheEdwardsAquifer.This LIFT P  STATION/FORCEMAINSYSTEMAPPLICATIONFORM isherebysubmittedforTCEQreviewand , executivedirectorapproval.Thesystemwasdesignedinaccordancewiththerequirementsof30TAC  213.5(c)(3)(C)and30TACChapter317,andpreparedby:  Placeengineer'ssealhere: X *hX` X*򀀀 $ PrintNameofLicensedProfessionalEngineer  ̀   `  SignatureofLicensedProfessionalEngineer  Date 4t! #YXX%Y& S#YT*XYX ZT*YT*IfyouhavequestionsonhowtofilloutthisformorabouttheEdwardsAquiferprotectionprogram,pleasecontactusat210/4903096  # forprojectslocatedintheSanAntonioRegionor512/3392929forprojectslocatedintheAustinRegion.  |!$ Individualsareentitledtorequestandreviewtheirpersonalinformationthattheagencygathersonitsforms.Theymayalsohaveanyerrors "& intheirinformationcorrected.Toreviewsuchinformation,contactusat512/2393282.#YT*ZT*IX##YXXYT*'X#Y&%XYX P#' #YXX%Y&Z#