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Table_M Table_NUX^TABLE A    ddTable_R  U   A \\ipp://pc3.tceq.state.tx.us\HP8150-0413500Table_U 3sy1Right-Aligned Paragraph NumbersI.A.1.a.(1)(a)i)a)3|x<6X9`("Courier 10cpiXx6X@;X@* `*Times New RomanTT P7P) `*Times New RomanTTc P7P0oq A`ArialTTomanTToq P})P<p`(lTTomanTTdp@ Q@(+g$?XSXXX    X   X     ,   @i)Page of &-@AZArial eJ3 Level 1 Level 2 Level 3 Level 4 Level 5($ (    )  L KM << deUU XX#VXX X-XXLE1XXE.XX<E49XXJnXXK'XXR[<0<.<67@hXX' X OXXS ;V={1.49}OVERntimesRSUBhSUP{0.67}timesSQRTS jg!?XXXX   _?&7L%X?Xa%ns8TRX3'HP5 - STANDARDX3' Letter3'Letter160 Address3'LetterTm/V ]<r8??dd8b0#o@R R  SewageCollectionSystemApplication   @??for@@JJ RegulatedActivities  @ ontheEdwardsAquiferRechargeZone p @ andRelatingto30TAC213.5_(c_),EffectiveJune1,1999 D REGULATEDENTITYNAME:򀀀  0  ATTACHMENTASewageCollectionSystem_Submittal_ԀApplication#?XX%?&7LV#?&7L%X?X. TheTexasCommission < |  onEnvironmentalQualitys(_TCEQ_)SewageCollectionSystem_Submittal_ԀApplication(_TCEQ_Ԅ  X  10243)isprovidedasanaidinfulfillingthereviewrequirementsof30TACChapter317titled  ,  DesignCriteriaforSewerageSystems,317.1and317.2issubmittedwiththisEdwardsAquifer   SewageCollectionSystemApplicationForm.Failuretocompleteallpertinentquestionswillresult   intheplannotbeingacceptedorinpossibledelaysinthereviewandapprovaloftheproject.h $$  CUSTOMERINFORMATION (ifdifferentthancustomerinformationprovidedoncoredataform) P  1.0  Theentityandcontactpersonresponsibleforprovidingtherequiredengineering certification   oftestingforthissewagecollectionsystemuponcompletion(includingprivateservice  connections)andeveryfiveyearsthereaftertotheappropriate_TCEQ_Ԁregionofficepursuantto p 30TAC213.5_(c_)is:D$$ 0  ContactPerson:򀀀,$$ 0  Entity: p 򀀀$$ 0  MailingAddress:򀀀$$ 0  City,State: 򀀀Zip:򀀀h$$ 0  Telephone: 򀀀Fax:򀀀<|$$ Theappropriateregionalofficemustbeinformedofanychangesinthisinformationwithin30daysofthe $ change.  2.0  Theengineerresponsibleforthe design ofthissewagecollectionsystemis:` $$ 0  ContactPerson:򀀀 P"$$ 0  Entity: p 򀀀 $#$$ 0  MailingAddress:򀀀!$$$ 0  City,State: 򀀀Zip:򀀀"%$$ 0  Telephone: 򀀀Fax:򀀀`#&$$ 0  TexasLicensedProfessionalEngineer'sSerialNumber:򀀀%H!($$  PROJECTDESCRIPTION  &"* ! ! S(h83@"H3"  H32h  3  .3  0    Anticipatedtypeofdevelopmenttobeserved(estimatedfuturepopulationtobeserved,plus `($, adequateallowanceforinstitutionalandcommercialflows):H3݌4)t%-$$ Ќ  0  0p$$Residential:#ofsinglefamilylots:  򀀀*'/p$p$ 0  0p$$Multifamilyresidentialunits:0p$p$ ( +'0$$ 0  0p$$Commercial,(1p$p$ 0  0p$$IndustrialX-)2p$p$ b0# bA  b  _ 0  0p$$Offsitesystem(notassociatedwithanydevelopment)p$p$ 0   p Other:򀀀$$  O(eh88S"H3"  H32eh  4  .3  0    Thecharacterandvolumeofwastewaterisshownbelow:H3݌<|$$ Ќ    _____%Domestic0 0x $ $0x$x$____gallons/dayP$$   _____%Industrial0 0x $ $0x$x$____gallons/day$$$   _____%Commingled0 x 0x$x$____gallons/day$$   _____Total0 0 $ $0x $ $0x$x$____gallons/day $$ "H3"  H32eh  5  .3  0    Existingandanticipatedinfiltration/inflowis򀀀gallons/day.Thiswillbeaddressedby 4 t  򀀀.H3݌ H $$ Ќ  6.0  AWaterPollutionAbatementPlan(WPAP)isrequiredforconstructionofanyassociated   commercial,industrialorresidentialprojectlocatedontheRechargeZone. $$ 0  0p$$TheWPAPapplicationforthisdevelopmentwasapprovedbyletterdated򀀀.A ,l  copyoftheapprovalletterisattachedattheendofthisapplication.@ p$p$ 0  0p$$TheWPAPapplicationforthisdevelopmentwassubmittedtotheTCEQon򀀀,but  hasnotbeenapproved.p$p$ 0  0p$$AWPAPapplicationisrequiredforanassociatedproject,butithasnotbeensubmitted.|p$p$ 0  0p$$ThereisnoassociatedprojectrequiringaWPAPapplication.Pp$p$ 7.0  Pipedescription:8$$ *CD ddd Xdd Xdd X$$,d",td",Dtd",v t"+  .==: ~. @ PipeDiameter ^ (Inches) /=>:2==: /Linear ^ Feet1 /=>:2=>: /Pipe ^ Material2 /=>=:2=>: /Specifications3 ^  7>=(2  ~ =>=: 7 2>>#T!>= 2 2>>#T">> 2 ->>=T#>> - 7>=(T$ >>= 7 2>>#%>= 2 2>>#&>> 2 ->>='>> - 7>=(( >>= 7 2>>#X)>= 2 2>>#X*>> 2 ->>=X+>> - <>=-X, >>= <TotalLinearFeet 2>>#z->= 2 2>>#z.>> 2 ->>=z/>> - I>===6#z0  >>= I1)Includestubouts.Donotincludeprivateservicelaterals. 0 p1 2)IfPVC,stateSDRvalue.  2 3)ASTM/ANSI/AWWAspecificationandclassnumbersshouldbeincluded.:0.4!t3 0  >=== :8.0  ThefollowingWastewaterTreatmentPlant(WWTP)򀀀 "4 (name)willreceiveprojectwastewaterfortreatmentanddisposal.ThisWWTPisan #5  EXISTING/PROPOSED (circleone)facility.b$ 6$$ 9.  Allcomponentsofthissewagecollectionsystemwillcomplywith: &R"8 0  0p$$TheCityof򀀀standardspecifications.'#:p$p$ 0  0p$$Other.Specificationsareprovideddirectlybehindthispage.($;p$p$ 10.0  򀀀0p$$Noforcemain(s)and/orliftstation(s)areassociatedwiththissewagecollectionsystem.6*v&=p$p$ 0  0p$$Aforcemain(s)and/orliftstation(s)isassociatedwiththissewagecollectionsystemand  +J'> theLiftStation/ForceMainSystemapplicationisincludedwiththisapplication.+(?p$p$  ,(@  CURVEDSEWERLINES   11.0  ATTACHMENTB#?XX%?&7L#?&7L%X?XԀCalculationsforMinimumRadiusofCurvature. Curvedsewerlinesmay p useeitherJOINTDEFLECTIONorPIPEFLEXUREMETHOD,butnotboth.Indicatethemethod L proposed.Calculationsfortheminimumradiusofcurvatureareshownin ATTACHMENTB . `$$ 0  0p$$JointDeflectionThemaximumallowablejointdeflectionisthelesserofthefollowing  threealternatives: p$p$ 0  0p$$0 p$p$equalto5$;orx  $ $ 0  0p$$0 p$p$80%ofthemanufacturer'srecommendedmaximumdeflection;or  L   $ $ 0  0p$$0 p$p$80%oftheappropriateASTM,AWWA,ANSIornationallyestablishedstandard  `  forjointdeflection. 4  $ $ 0  0p$$PipeFlexureTheminimumradiusofcurvaturehasbeencomputedbyassuming   standardlengthsofstraightpipe.p p$p$   0 p 0 p$p$Thestandardlengthusedinthecalculationsisthemaximumlengthmanufactured D  forthespecifictypeofpipetobeinstalled.X  $ $ 0   p 򀀀0 $$A򀀀footlengthofpipewasusedinthecalculations.Thespecifictypeand , lengthofthecurvedsectionsoflinemustbeindicatedonboththePlanandProfile  views. $ $   0 p 0 p$p$Thecurvaturehasbeenprovidedwithoutrotationofthejoint.h $ $  MANHOLESANDCLEANOUTS  P 12.0  Manholesorcleanoutsexistattheendofeachsewerline(s).Theselocationsarelistedbelow:$$ *IJ ddd"td"Dtd"Dv t"v CD$$,d",Dtd",Ctd", t"+  :==:%hh :Line 8=>:#!0"==: 8Shownon 0 Sheet /=>:=>: /Station /=>=:0=>: /ManholeorCleanout? C>=40  =>=: C ;>>,!#c ">= ;Ѐof 2>>##c!>> 2 ->>=#c">> - C>=4#c#  >>= C ;>>,!$">= ;Ёof 2>>#%>> 2 ->>=&>> - C>=4'  >>= C ;>>,!!(">= ;Ѐof 2>>#!)>> 2 ->>=!*>> - C>=4!+  >>= C ;>>,!@ ,">= ;Ѐof 2>>#@ ->> 2 ->>=@ .>> - C>=4@ /  >>= C ;>>,!!0">= ;Ѐof 2>>#!1>> 2 ->>=!2>> - C>=4!3  >>= C ;>>,!">4">= ;Ѐof 2>>#">5>> 2 ->>=">6>> - C>=4">7  >>= C 2>>#!]$ 8">= 2of )>>]$ 9>> ) ->>=]$ :>> - C>=4]$ ;  >>= C 2>>#!%!<">= 2of )>>%!=>> ) ->>=%!>>> - C>=4%!?  >>= C ;>>,!'[#@">= ;Ѐof 2>>#'[#A>> 2 ->>='[#B>> - C>=4'[#C  >>= C ;>>,!z($D">= ;Ѐof 2>>#z($E>> 2 ->>=z($F>> - C>=4z($G  >>= C ;>>,!)&H">= ;Ѐof 2>>#)&I>> 2 ->>=)&J>> - E>==4)&K  >>= E 4>>=#!8+x'L">== 4Ѐof +>>=8+x'M>>= + ->>==8+x'N>>= -.$"8+x'O  >>== . ,#)P a% aUA a  13.0  Deviationsfromuniformgradewithoutmanholes(e.g.,gradebreaksorverticalcurves)will  requirespecificapproval.$$ 0  0p$$Therearenodeviationsfromuniformgradeinthissewagecollectionsystemwithout <| manholes.Pp$p$ 0  0p$$ ATTACHMENTC#?XX%?&7L.#?&7L%X?XԀJustificationforDeviationinGradeWithoutManholes.  $ Justificationfordeviationsfromuniformgradeinthissewagecollectionsystemwithout  manholesisprovidedin ATTACHMENTC attheendofthisform. p$p$ 14.0  Deviationsfromstraightalignmentwithoutmanholes(i.e.,horizontalcurves)willrequirespecific D   approval. X $$ 0  0p$$Therearenodeviationsfromstraightalignmentinthissewagecollectionsystemwithout   manholes. p$p$ 0  0p$$ ATTACHMENTD #?XX%?&7LE#?&7L%X?XԀ JustificationforDeviationinStraightAlignmentWithout h  Manholes. #?XX%?&7LH#?&7L%X?XԀJustificationfordeviationsfromstraightalignmentinthissewagecollection D  systemwithoutmanholesisprovidedin ATTACHMENTD attheendofthisform. ` p$p$ 0  򀀀0p$$Forcurvedsewerlines,allcurvedsewerlinenotes(F0596)areincludedonthe < constructionplansforthewastewatercollectionsystem.p$p$ 15.0  򀀀0p$$ManholesareinstalledatallPointsofCurve(PC)andPointsofTangent(PT)ofasewer x line.Lp$p$ 0  򀀀0p$$ ATTACHMENTE #?XX%?&7LI#?&7L%X?XԀ RequestforVariancefromDesignCriteria. Arequestforavariance  ` fromthisdesigncriteriamaybegrantedbytheexecutivedirectorifdetailedengineering < justificationisprovidedshowingthatitwillnotresultinanunreasonablerisktothe  EdwardsAquifer.Writtenjustificationforthevariancerequestisprovidedin   ATTACHMENTE attheendofthisform.Aletterofapprovalfromthemaintenanceentity x isacceptableasjustification.Tp$p$ 16.0  򀀀0p$$Themaximumspacingbetweenmanholesonthisprojectforeachpipediameterisno < greaterthan:p$p$ 0  0p$$0 p$p$PipeDiameter(inches)0( $ $Max.ManholeSpacing(feet)x ($($ 0  0p$$0 p$p$0 $ $6150x $ $0x$x$0($$0($($500L!$$ 0  0p$$0 p$p$0 $ $16300x $ $0x$x$0($$0($($800 `"$$ 0  0p$$0 p$p$0 $ $36480x $ $0x$x$0($$0($($1000 4#$$ 0  0p$$0 p$p$0 $ $540x $ $0x$x$0($$0($($2000  !$$$ 0  0p$$Themaximumspacingbetweenmanholesonthisproject(foreachpipediameterused) p#& isgreaterthanlistedinthetableabove.Justificationforanyvariancefromthemaximum D$ ' spacingmustincludealetterfromtheentitywhichwilloperateandmaintainthesystem %X!( statingthatithasthecapabilitytomaintainlineswithmanholespacinggreaterthanthe %,") allowedspacing.&#*p$p$ 17.0  򀀀0p$$Allmanholeswillbemonolithic,castinplaceconcrete.h($,p$p$ 0  0p$$Theowner/developerofthisprojectisrequestingtheuseofprecastmanholes.The <)|%- manufacturer'sspecificationsandconstructiondrawing,showingthemethodofsealing *P&. thejoints,areattached.*$'/p$p$   ,(1 o o,U o  SITEPLAN    Items18through23mustbeincludedontheSitePlan. L  18.  TheSitePlanmusthaveaminimumscaleof1"=400'. < 0   p SitePlanScale:1"=򀀀'.$$ ! ! T(h88O"H3"  H3~Y2h  19  .3  0    TheSitePlanmustincludethesewagecollectionsystemgenerallayout,includingmanholeswith x  stationnumbers,andsewerpipestubouts(ifany).Siteplanmustbeoverlainbytopographic L   contourlines,usingacontourintervalofnotgreaterthantenfeetandshowingtheareawithin  `  boththefiveyearfloodplainandthe100yearfloodplainofanydrainageway.H3~YY݌ 4 $$ Ќ  20.  Lateralstubouts:   0  0p$$Thelocationofalllateralstuboutsareshownandlabeled.D p$p$ 0  0p$$Nolateralstuboutswillbeinstalledduringtheconstructionofthissewercollection X  system.,p$p$ 21.  Locationofexistingandproposedwaterlines:  0  0p$$Theentirewaterdistributionsystemforthisprojectisshownandlabeled.<|p$p$ 0  0p$$IfnotshownontheSitePlan,aUtilityPlanisprovidedshowingtheentirewaterandsewer P systems.$p$p$ 0  0p$$Therewillbenowaterlinesassociatedwiththisproject.p$p$ 22.  100yearfloodplain: ` 0  0p$$Afterconstructioniscomplete,nopartofthisprojectwillbeinorcrossa100year H floodplain,eithernaturallyoccurringormanmade.(Donotincludestreetsorconcrete  linedchannelsconstructedaboveofsewerlines.)p$p$ 0  0p$$Afterconstructioniscomplete,allsectionslocatedwithinthe100yearfloodplainwillhave  watertightmanholes.Theselocationsarelistedinthetablebelowandareshownand X  labeledontheSitePlan.(Donotincludestreetsorconcretelinedchannelsconstructed ,l! abovesewerlines.) @"p$p$ *;< d dd"Dtd"DCtd"C t" IJ$$,d",` td",td",9td",St"+  7==:"!$! 7Line A=>:,!0"p%"==: ASheet A=>:,!0"p&"=>: AStation A=>:,!0"p'"=>: A A=>=:,!0"p("=>: AStation I>=:'0"p)" =>=: I 2>>#!#*">= 2of )>>#+>> ) )>>#,>> )to ->>=#->> - @>=1#. >>= @ 2>>#!$(!/">= 2of )>>$(!0>> ) )>>$(!1>> )to ->>=$(!2>> - @>=1$(!3 >>= @ 2>>#!D&"4">= 2of )>>D&"5>> ) )>>D&"6>> )to ->>=D&"7>> - B>==1D&"8 >>= B 4>>=#!'#9">== 4of +>>='#:>>= + +>>='#;>>= +to ->>=='#<>>= -.$"'#=  >>== .23.  5yearfloodplain: H)%> 0  0p$$Afterconstructioniscomplete,nopartofthisprojectwillbeinorcrossa5yearfloodplain, *0'@ eithernaturallyoccurringormanmade.(Donotincludestreetsorconcretelined +(A channelsconstructedabovesewerlines.),(Bp$p$ 0  0p$$Afterconstructioniscomplete,allsectionslocatedwithinthe5yearfloodplainwillbe l-)C encasedinconcreteorcappedwithconcrete.Theselocationsarelistedinthetable @.*D belowandareshownandlabeledontheSitePlan.(Donotincludestreetsorconcrete /T+E ns nX, n  linedchannelsconstructedabovesewerlines.)p$p$ *UV ddd"` td"` td"9td"9St"S;<$$,d",` td",td",9td",St"+  7==:"hh 7Line A=>:,!0"==: ASheet A=>:,!0"=>: AStation A=>:,!0"=>: A A=>=:,!0"=>: AStation I>=:'0" =>=: I 2>>#!L">= 2of )>>L >> ) )>>L >> )to ->>=L >> - @>=1L  >>= @ 2>>#! ">= 2of )>>>> ) )>>>> )to ->>=>> - @>=1 >>= @ 2>>#! D">= 2of )>> D>> ) )>> D>> )to ->>= D>> - B>==1 D >>= B 4>>=#!` ">== 4of +>>=` >>= + +>>=` >>= +to ->>==` >>= -.$"`   >>== . Items24through31mustbeincludedonthePlanandProfilesheets.     24.  򀀀0 p Allexistingorproposedwaterlinecrossingsandanyparallelwaterlineswithin9feetof   sewerlinesarelistedinthetablebelow.Theselinesmusthavethetypeofpressurerated `  pipetobeinstalledshownontheplanandprofilesheets.Anyrequestforavariancefrom 4t ! therequiredpressureratedpipingatcrossingsmustincludeavarianceapprovalfrom30 H" TACChapter290.#p$p$ 0  0p$$Therewillbenowaterlinecrossings.$p$p$ 0  0p$$Therewillbenowaterlineswithin9feetofproposedsewerlines.%p$p$ *Z>[ddd"` td"` td"9td"9St"SUV$$,xdd ,xdd ,xdd ,xdd ,xdd +  /==>:,l',l /Line A=>:,!("==>: AStationorClosest ) Point A=>:,!d*"=>: ACrossingor + Parallel A=>:,!d,"=>: AHorizontal - Separation d. Distance A=>=:,!8x/"=>: AVertical 0 Separation d1 Distance 2=#!8x2"=>=: 2 $3= $  4   5  = 6  )=7= ) $H8= $  H9   H:  = H;  )=H<= ) $p== $  p>   p?  = p@  )=pA= ) $B= $  C   D  = E  )=F= ) $@G= $  @H   @I  = @J  )=@K= ) $ L= $   M    N  =  O  +== P= + +="PQ== + +="PR= + +="PS= + -=="PT= -("PU  == (   p   25.0  VentedManholes:%!X$$ 0  0p$$ Nopart ofthissewerlineiswithinthe100yearfloodplainandventedmanholesarenot 8'x#Z requiredby30TACChapter317.(T$[p$p$ 0  0p$$ Aportion ofthissewerlineiswithinthe100yearfloodplainandventedmanholeswillbe ((%\ providedatlessthan1500footintervals.Thesewatertightmanholesarelistedinthe )&] tablebelowandlabeledontheappropriateprofilesheets.*&^p$p$ 0  __0p$$ Aportion ofthissewerlineiswithinthe100yearfloodplainandanalternativemeansof l+'_ ventingshallbeprovidedatlessthan1500feetintervals.Adescriptionofthealternative H,(` meansisdescribedonthefollowingpage.-\)ap$p$ 0  -0*b$$   0 p Aportion ofthissewerlineiswithinthe100yearfloodplain;however,thereisnointerval  longerthan1500feetlocatedinthe100yearfloodplain.Noventedmanholeswillbe  used.pp$p$ *WX ddxdd xxdd xxdd xxdd xxdd xZ>[$$,d",td",#td", t"+  :==:%XX : @ Line A=>:,!"==: AManhole A=>:,!"=>: AStation A=>=:,!"=>: ASheet L>=='" =>=: L 2>>#!< ">= 2 )>>< >> ) ->>=< >> -of C>=4<  >>= C 2>>#!X  ">= 2 )>>X >> ) ->>=X >> -of C>=4X  >>= C ;>>,! ">= ; 2>># >> 2 ->>= >> -Ѐof C>=4  >>= C ;>>,! P ">= ; 2>># P >> 2 ->>= P >> -Ѐof C>=4 P  >>= C ;>>,!l ">= ; 2>>#l >> 2 ->>=l >> -Ѐof E>==4l  >>= E 4>>=#! ">== 4 +>>= >>= + ->>== >>= -Ѐof.$"   >>== .26.0  Dropmanholes:p !$$ 0  0p$$Therearenodropmanholesassociatedwiththisproject.X#p$p$ 0  0p$$Sewerlineswhichenterneworexistingmanholesor"manholestructures"higherthan30 ,$ inchesabovethemanholeinvertarelistedinthetablebelowandlabeledonthe % appropriateprofilesheets.Theselinesmeettherequirementsof30TAC317.2(c)(5)(E).&p$p$ *AB ddd"td"#td"# t" WX$$,d",td",#td", t"+  :==:%<|(<| : @ Line A=>:,!)"==: AManhole A=>:,!*"=>: AStation A=>=:,!+"=>: ASheet L>=='," =>=: L ;>>,! `-">= ; 2>># `.>> 2 ->>= `/>> -Ѐof C>=4 `0 >>= C 2>>#!|1">= 2 )>>|2>> ) ->>=|3>> -of C>=4|4 >>= C 2>>#!5">= 2 )>>6>> ) ->>=7>> -of C>=48 >>= C ;>>,!4t9">= ; 2>>#4t:>> 2 ->>=4t;>> -Ѐof C>=44t< >>= C ;>>,!=">= ; 2>>#>>> 2 ->>=?>> -Ѐof E>==4@ >>= E 4>>=#!,A">== 4 +>>=,B>>= + ->>==,C>>= -Ѐof.$",D  >>== .27.  Sewerlinestubouts(Forproposedextensions): !E 0  0p$$Theplacementandmarkingsofallsewerlinestuboutsareshownandlabeled.<#|Gp$p$ 0  0p$$Nosewerlinestuboutsaretobeinstalledduringtheconstructionofthissewage $P H collectionsystem.$$!Ip$p$ 28.  Lateralstubouts(Forproposedprivateserviceconnections): &"K 0  0p$$Theplacementandmarkingsofalllateralstuboutsareshownandlabeled.4(t$Mp$p$ 0  0p$$Nolateralstuboutsaretobeinstalledduringtheconstructionofthissewagecollection )H%N system.)&Op$p$ 29.  Minimumflowvelocity(FromAPPENDIXA) +'Q 0  0p$$Assumingpipesareflowingfull,allslopesaredesignedtoproduceflowsequaltoor ,-l)S m/V mXX m  greaterthan2.0feetpersecondforthissystem/line.p$p$ 0  0p$$ ATTACHMENTF#?XX%?&7LL#?&7L%X?XԀExplanationofSlopesforFlowsLessthan2.0FeetPerSecond.   Assumingpipesareflowingfull,someslopesaredesignedtoproduceflowslessthan2.0 p feetpersecondforthissystem/line.Anexplanationisprovidedin ATTACHMENTF atthe D endofthisform. `p$p$ 30.  Maximumflowvelocity/slopes(FromAPPENDIXA)  0  0p$$Assumingpipesareflowingfull,allslopesaredesignedtoproducemaximumflowsofless p  thanorequalto10feetpersecondforthissystem/line.D  p$p$ 0  0p$$ ATTACHMENTG#?XX%?&7L#?&7L%X?XԀExplanationofSlopesforFlowsGreaterThan10.0FeetPer  X  Second. #?XX%?&7LΝ#?&7L%X?XԀAssumingpipesareflowingfull,someslopesproduceflowswhicharegreater  4  than10feetpersecond.Theselocationsarelistedinthetablebelow.Avarianceis    requestedtoexceedthemaximumslope.Justificationisprovidedin ATTACHMENTG    attheendofthisform. p$p$ *EF ddd"td"#td"# t" AB$$,d",td",etd",Xtd",etd",9td",td",t"+  7==:"(h (h  x7Line A=>:,! "==: AProfile   Sheet A=>:,!"=>: AStation A=>:,! "=>: A A=>:,! "=>: AStation A=>:,! "=>: AFPS A=>:,! "=>: A%   Slope   A=>=:,!\"=>: AErosion/   Shock  Protection @>=1'\" x =>=: @ 2>>#4t>= 2Ѐof 2>>#4t>> 2 2>>#4t >> 2to 2>>#4t!>> 2 2>>#4t">> 2 2>>#4t#>> 2 ->>=4t$>> - 9>=>(4t% >>= 9 4>>>#&>=> 4Ѐof 4>>>#'>>> 4 4>>>#(>>> 4to 4>>>#)>>> 4 4>>>#*>>> 4 4>>>#+>>> 4 ->>>=,>>> - 9=>(- >>>= |9 4>>#$.=> 4Ѐof 4>>#$/>> 4 4>>#$0>> 4to 4>>#$1>> 4 4>>#$2>> 4 4>>#$3>> 4 ->>=$4>> - 9==($5 | >>= |9 +>=4t6== +Ѐof +>=4t7>= + +>=4t8>= +to +>=4t9>= + +>=4t:>= + +>=4t;>= + ->==4t<>= -.$"4t= |  >== .31.0  Assumingpipesareflowingfull,whereflowsare10feetpersecondtheprovisionsnotedbelow > havebeenmadetoprotectagainstpipedisplacementbyerosionand/orshock.30TAC ? 317.2(c)(3)@$$ 0  0p$$ConcreteencasementshownonappropriatePlanandProfilesheetsforthelocations ,lB listedinthetableabove.@Cp$p$ 0  0p$$Steelreinforced,anchoredconcretebaffles/retardsplacedevery50feetshownon D appropriatePlanandProfilesheetsforthelocationslistedinthetableabove. Ep$p$ 0  0p$$ ATTACHMENTH#?XX%?&7Ll#?&7L%X?XԀOtherProtectionMethodsAgainstErosion/Shock. Other.An |!F explanationisprovidedin ATTACHMENTH attheendofthisform.X"Gp$p$  ADMINISTRATIVEINFORMATION  $$!J 32.  򀀀0 p The finalplansandtechnicalspecifications aresubmittedfortheTCEQsreview. &"L Eachsheetoftheconstructionplansandspecificationsaredated,signed,andsealedby p'#M theTexasLicensedProfessionalEngineerresponsibleforthedesignoneachsheet.D($Np$p$ 33.0  Standarddetailsareshownonthedetailsheets,whicharedated,signed,andsealedbythe ),&P TexasLicensedProfessionalEngineer,aslistedinthetablebelow:*'Q$$   h,(S ]<  ]X ]  *_` ddd"td"etd"eXtd"Xetd"e9td"9td"t"EF$$,d ,rt"+  7==:" 7 StandardDetails 8=>=:#!==: 8ShownonSheet @>=1  =>=: @Lateralstuboutmarking[ REQUIRED ] 6>>=#!>= 6Ѐof @>=1  >>= @Manhole,showinginvertscomplywith30TAC317.2(c)(5)(E)[ REQUIRED ] 6>>=#!pV>= 6̀of @>=1D*  >>= @AlternatemethodofjoininglateraltoexistingSCSlineforpotentialfuture   connections[ REQUIRED ] 6>>=#!{ a >= 6̀of B>=>1{ a   >>= BTypicaltrenchcrosssections[ REQUIRED ] 6>>>=#!  >=> 6Ѐof C=4    >>>= CBoltedmanholes[ REQUIRED ] 9>=&!Q 7 = 9Ѐof @>=1Q 7   >= @SewerServicelateralstandarddetails[ REQUIRED ] 6>>=#! >= 6Ѐof @>=1   >>= @Cleanoutatendofline[ REQUIRED,ifused ] 6>>=#!' >= 6Ѐof @>=1'   >>= @Bafflesorconcreteencasementforshock/erosionprotection[ REQUIRED,if x  flowvelocityofanysectionofpipe>10fps ] 6>>=#!nT>= 6̀of @>=1:   >>= @DetailshowingWastewaterLine/WaterLineCrossing[ REQUIRED,if  crossingsareproposed ] ?>>=,!y_>= ?̀of I>=:'qW"  >>= IMandreldetailorspecificationsshowingcompliancewith30TAC  317.2(a)(4)(C)[ REQUIRED,ifFlexiblePipeisused ] 6>>=#!>= 6̀of B>==1   >>= 7BDropmanholes[ REQUIRED,ifapipeenteringamanholeismorethan30 # ! inchesabovemanholeinvert ] 6>>==#!">== 6Ѐof.$"# # 7 >>== . 'hX` XX'34.  򀀀0 p Allorganizedsewagecollectionsystemgeneralconstructionnotes(TCEQ0596)are t& includedontheconstructionplansforthissewagecollectionsystem.bH'p$p$ #?XX%?&7L#?&7L%X?X35.  򀀀0 p Allproposedsewerlineswillbesufficientlysurveyed/stakedtoallowaninspectionprior  ) toTCEQexecutivedirectorapproval.Ifthealignmentoftheproposedsewerlinesarenot  * walkableforinspectiononthatdate,theapplicationwillbedeemedincompleteand !+ returned."l,p$p$ 36.  򀀀0 p One(1)originalandthree(3)copiesofthecompletedapplicationhasbeenprovided..$ .p$p$ 37.  򀀀0 p AnymodificationofthisSCSapplicationwillrequireTCEQapproval,priortoconstruction, %!0 andmayrequiresubmissionofarevisedapplication,withappropriatefees.&"1p$p$ Tothebestofmyknowledge,theresponsestothisformaccuratelyreflectallinformationrequested &) %4 concerningtheproposedregulatedactivitiesandmethodstoprotecttheEdwardsAquifer.This SEWAGE )%5 COLLECTIONSYSTEMAPPLICATION isherebysubmittedforTCEQreviewandexecutivedirector *&6 approval.Thesystemwasdesignedinaccordancewiththerequirementsof30TAC213.5(c)and30 +'7 TAC317andpreparedby: ,l(8  ..*: Placeengineer'ssealhere:  򀀀   PrintNameofLicensedProfessionalEngineer   ̀0 (      0     򀀀b H ($($ SignatureofLicensedProfessionalEngineer (      0     Date 6   #?XX%?&7L#?X?X s?IfyouhavequestionsonhowtofilloutthisformorabouttheEdwardsAquiferprotectionprogram,pleasecontactusat210/4903096   forprojectslocatedintheSanAntonioRegionor512/3392929forprojectslocatedintheAustinRegion.  R8  Individualsareentitledtorequestandreviewtheirpersonalinformationthattheagencygathersonitsforms.Theymayalsohaveanyerrors r  intheirinformationcorrected.Toreviewsuchinformation,contactusat512/2393282.#?s##?XX?#?&7L%X?X  &  *ref d dd rt"r_`$$r,d",/ td%,Ytd%,Sdd%,Sdd%,Sdd%,Sdd%,Sdd%,Sdd%,Sdd%,Sdd%,dd%,d%+  ;===:&  ; APPENDIXA  | FlowVelocityTable T>==A*rX" ===:   TFlowVelocity(FlowingFull)  AllgravitysewerlinesontheEdwardsAquiferRechargeZoneshallbedesignedandconstructed v \ withhydraulicslopessufficienttogiveavelocitywhen flowingfull ofnotlessthan2.0feetper J 0 second,andnotgreaterthan10feetpersecond.Thegradesshowninthefollowingtableare &  basedonManning'sformulaandannfactorof0.013andshallbetheminimumandmaximum    acceptableslopesunlessprovisionsaremadeotherwise. L>==*   >==  LЀPipeDiameter *  (Inches) ;>>,! ">= ;%Sloperequiredforminimumflow *  velocityof2.0fps C>>=0! ">>  C%Slopewhichproducesflowvelocity *  of10.0fps J>==9* " >>=  J6 Z@  8 .  10   12  15  18 ~d 21 R8 24 &  27  30  33  36 v\ 39 J0 >39 4>>=#>== 40.50 Z@  0.33 .  0.25  ! 0.20 " 0.15 # 0.11 ~d$ 0.09 R8% 0.08 & & 0.06 ' Ѐ0.055 ( 0.05 ) Ѐ0.045 v\* 0.04 J0+ * C>>==0!,">>=  C12.35 Z@ - Ѐ8.40 . . Ѐ6.23  / Ѐ4.88 0 Ѐ3.62 1 Ѐ2.83 ~d2 Ѐ2.30 R83 Ѐ1.93 & 4 Ѐ1.65 5 Ѐ1.43 6 Ѐ1.26 7 Ѐ1.12 v\8 Ѐ1.01 J09 Ѐ*:0.:" 0  >>==  :0xXhX` X0Ӏ*0  Forlineslargerthan39inchesindiameter,theslopemaybedeterminedbyManning'sformula(as ; shownbelow)tomaintainaminimumvelocitygreaterthan2.0feetpersecondwhenflowingfulland < amaximumvelocitylessthan10feetpersecondwhenflowingfull.=$$ Ѐ P@<x (  0 @XddddddddEF X dF x $$ #?XX%?&7Lh#