|
HMIBEPS 91 WL MEETASTM F 0HSA5'STANDARD
<br />THE INSTALLEDCHM91ERSYGMJS LLPRDVDE SPECS] TIONF MLY M"LSW(PP)CCRRU44TED
<br />THE
<br />LSDSIGN .BPECIFLD]NTHEA! U.1 LRFD
<br />WALL TTCRMWtTER CCU.EC ION CHAMSENT
<br />ERI�GEARTH AND LIV8LOAIM.WT1 SECTIONU.1:FOR
<br />EARTH AND LIVE
<br />CDriSIPERATIDN FOR GF.i`UARWELLGP 7EDSOILIACM3R.'.GATEMUOURES
<br />S4PACTARUMULTPLE VEHICLE PRESE.NCEB. ;36;_PINEe. COMPACiN 01NU,SHOES`. PRCVTOROENSRY
<br />8C-140 A•JER PEETFETAHLE OF ACCEPTABLE FILL MATERIALS.
<br />%-21NCR WASHao. 8Pr40 ENP p,P
<br />CAUSED, ANGULARSIOer<
<br />AC: W1 GEOrEKTLL OR BOLIN- PAVEMER
<br />PAVES LENT I S
<br />ELEVATIONS VARY. _L
<br />SEE PLANS. rte. �J' - y >. x - e :: . B, 78e 9S'
<br />EL�31.3 I -F -IN MAX.
<br />EL=430.8' % F. ! I I
<br />JIjJ ,ir
<br />EL -228.3• N - -
<br />EL -227.8' S•
<br />PIPECONNECTION TO 8' 81" 12"MIN. TYP.
<br />BOTTOP OF END r_'1P& MIN.
<br />THIS CROSS SECTION DETAILS THE REQUIREMENTS
<br />NED6SSAFTY TO SATISFY THE LOAD FACTORS SPECIFIED
<br />IN THE AATITTO USD BRIDGE DESIGN SPEI- RTCATIONS
<br />FORSTONMfECHWIORMATON SECTION 12.12 FOR FART1 AND LIVE LOADS USING
<br />CALL 54Wa43924MM STORMTECHCHAMSERS 'EE arTgM!ECH OF416NMARUAL
<br />5� SC -740 TYPICAL CROSS SECTION
<br />ACCEPTABLE FILL MATERIALS
<br />• lrrrr LLOL',.1N1 DF J2ILPE'•I MdirOLU.
<br />A:7HT0 M1!1
<br />WNPADTIG'a�1Y
<br />oFYtF: •:F:1
<br />-531- 1
<br />: ®uRR -
<br />fjFJ-NwmTaML N{G:, ss• :_Ra.LWDO[L-IIT. NIALLS,INTM1E
<br />TOTAL SYSM,E STORaCE ONCL'IOES PERIMETER STONE): 1,I?WA C.
<br />Pei¢P p+INq wvP'
<br />TOtl1.0EPBO"S GyIe7 EA: tKMLSBR Pr ReWECRSPIN--
<br />NSTHL,TIL ". •`\Y W:!, eTAP 3BNr116
<br />CIffOL r`IANSflTRPAYENEM
<br />eteAAl'HFTIRF ENTL
<br />THE RUNOFF FROF.I THE REQUIRED WATER QUALITY RAIN
<br />ANOPFL]SVV,iDNREOI"�YaL EHfF
<br />r\yRu. `.ATFnAt FN{e•rotw GMF."LIAR'.DLGOI _'D "'ry 40r.
<br />EL-. Ff.TLO1M 1W ' ODA .iaG,l6: pE'•1 .TURFS, � G.- .-
<br />:'.t
<br />C•'•tP/BTw B'LIR9 TOA WNxIM [•'
<br />aTAMOI_TDPWeron e.NBtY.CAlHTS�Te•
<br />p{'FOR C, ^W,.MNIK rW TK {YI 4YF 'q-]!,
<br />rAU
<br />e B0.0.1�
<br />A9
<br />VEWCLEMF.W1rr"RTOEGCE'G i',DOIB'.
<br />OYn1AMI1C.BRCENDT TO EN2'iB2NAV LSL
<br />.. 6YBELMF:RHIONE AJRROIND::p Yf/w HEDANBMARBmNE WItHTIF 06i.4.4D,;
<br />w
<br />HOOOAPAi_ REWIRED
<br />n�nAeouL r.JDr..rr c'FMDIL'Fa eeswerl sQ,Fr
<br />OIi.: .,;RBB ,-alhcli
<br />ON SHEET Cl.
<br />�lVLWLa10NE.r.r'-4 NMOHEO.I.3UL,<.16{EI.: HT1f_: {e1j
<br />YER
<br />r -x waf �PN{ttclarlWcsl AA0.5T
<br />PIMTE
<br />eTANOMDPIBICTOR OBIBIIY
<br />CRUSHED
<br />A G LA FOR
<br />E eyn l V u HE EITONE MUST
<br />BE SPEC4FIE l S W 1pNLT. I Nk tl IUHL eNGiU AR No.4 WARNr,
<br />CRl15HE0 ANGULAR. FOR EIfAMPLE, THE STONE MUST BE SPECIFIED AS WASHED, CRIlSNEO, ANGULAR N0.4 STONE,
<br />I1B" MNL
<br />4
<br />.flr0ue .
<br />f LLQ, IXA'O /JIT' 4M SHORE
<br />3. STORMTECH ACCEPTABLE FILL MATERIALS
<br />FLOOR 1.0 FRAME A':D LO W.C.S.
<br />/rCAP SCREW LW `.LOSURE
<br />// rNsr eenON Y,NTT2.ITH aeR=M'-'�Ier
<br />PAYT.IEM' / / Rc1Y:8TC'COKCI•ETE
<br />X-740
<br />18' RG
<br />MIN A •
<br />NSPECUON PORTIO BE
<br />ATTAC IED TROUr4
<br />MLOCK-OUTLOCATED
<br />ATCE`1TE.T-CHI EBEA
<br />_
<br />NINFC.`tMAnCN CALL
<br />ST STORMTECH INSPEHCTION PORT DETAIL
<br />JF. C WER ENTIRE RC..V' rH
<br />[AA.eHTIIMLI:LASSIII'NV.W '!iN
<br />n.e DB a' L
<br />MIFF T. NFGRT C1110.e IDE.TRP
<br />/rSY MAF.1., .rCR9iCN 9C 310-0'1
<br />'DE _•1RIP
<br />/ ay I"1*11 "C'
<br />/ rSIIXRH'1ECH kNI;T.P
<br />FCH 51w
<br />CR
<br />MAIIHq E
<br />6.0
<br />AA5'1ro MM_I C1'SS 1 Fro. tiN GEOTE]OLE OR EOLL'L,
<br />BEIWECNFOUNOATHDHSTONEANOCI A -9
<br />Ba"10-411 WIDE SM
<br />BaT?FBP
<br />17 HDPE
<br />PIPECONNSCTOi.7'1
<br />BOTrO'1 OP END CAA,
<br />0077DU OFC .`9ER!J
<br />ELEVATM1,11 A'
<br />SOTTQ IOFI NIFIATION
<br />STONE ELPM, 92r.7
<br />STORMTECH CHAMBERS
<br />1 PUCE MIH7',UM 12.3' OF AASHTO L12C9 CLASS 1
<br />WOVEN GE nF-"LE OVER BEDDING STONE FOR
<br />SCOUR PROTECTIOM.'.TALL CHAMBER INLET ROWS
<br />7
<br />1
<br />F tri S.OF%T I: FTRFIATION
<br />0 L f -E^ e9228L.
<br />/ IA f�y,lji.
<br />SECTIum.&B SECTIONM!
<br />so STORMTECH ELEVATIONS
<br />NOTES: - _--.
<br />1. ALL DESIGN SPECIFICATIONS FOR STORMTECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE
<br />STOR:ATECH DESIGN MANUAL.
<br />2. THE INSTALLATION OF STORIITECH CHAMBERS SHALL BE IN ACCORDANCE WITH THE LATEST STORMTECH
<br />INSTALLATION INSTRUCTIONS.
<br />3. THE CONTRACTOR IS ADVISED TO REVIEW AND UNDERSTAND THE INSTALLATION INSTRUCTIONS PRIOR
<br />TO BEGINNING SYSTEM INSTALLATION. CALL 1488.882-2684 OR VISIT WWWSTORMTECH.COM TO RECEIVE A
<br />COPY OF THE LATEST STORMTF.CH INSTALLATION INSTRUCTIONS.
<br />4. CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 12.12 OF
<br />THE LATEST EDITION OF THE AASHTO LRFD BRIDGE DESIGN
<br />SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCE WITH SECTION 3 AND SHALL INCLUDE H2O
<br />DESIGN TRUCK, IMPACT FACTOR, MULTIPLE PRESENCE, AND LANE LOAD,
<br />STORMTECH GENERAL NOTES
<br />1. STDRMT`I.R LLC ('3TO} I'ECHI REWIRES INSTALLING
<br />CONTRACTORS TO USE AND U 67ORMTED8
<br />LATes�LNSTA 110N INSTRUCTIONS PPIOR70 BEZZMNING
<br />SYSTEM INSTALLATION.
<br />OUR TECHNICAL SERVICES GEP'JTD :IDR OFFERS
<br />NOT LATION CONSU' NATIONS TO NSTAA.LNG CONTR'.CTORfl,
<br />CONTACT OUR TECHNICAL SERV.CES REPRL-34TATVEAT
<br />u,,:Sr 0DAYS PRIM TO SY&TEM I-ST.LLU.TKINTOARRANGE
<br />A PR64MTAUATION DONSI'LTATION. CUR REPRLSENTt TIERS
<br />CAN THEN ANSWER CLJESnONS ORADDREr-•. COMMENTS C:i
<br />THE STORMT[CH CHW1r3E^. SYSTEM AND NFOPM THE
<br />D e3fALLJNG OONTa.CRON OFTME MINIMUM IWTALLATON
<br />FL7UIRF`NENTs BEr0 %11MIININGTHESYSTEMS
<br />COMMUCTDN. CAUL 1•L3B-BD29 84 Tf SPEAK TOA
<br />TECHNICAL SERVICE REPRE'_EI'TATNE OR VIER
<br />WWWBTORMTECH.cOM TO P2vEIVEACOPY OF OUi
<br />INSTALLATION 16ITRUCTIONS
<br />3. STO"ATN.-R6QUIREIE'VTSFOREYSTEA._WrrH rVENENT
<br />DESOV ,'SP�:ILT. CC iUt rEF. H:T'-..•ETC'G MINI; L1e'C01',T
<br />L3181N0}I63NOTINCLUDI, r P`V="E'4T;" %XMUr:. LIVER C.
<br />AINC. VNCLLCIN�PX'E"ENT P1CIJ,, ALLATIOHSTV7
<br />OOAOT,4CLUYPAV::I.CNT,; HEREMn7d4GFPo'MMLEKrL^%
<br />MAYD .JP,".II IMUN'FE]U,P i7 CG!ER IS.'1 F:CX
<br />-'kXF J -CD It 11911-L HE
<br />4, THE CDM.3,TSTCR%W: r REPORT ANY CZ2 '.TPAWC.:,4'.ilFl
<br />cHCMnE' FtluND.TIONi! aTEF'!LLB VAR'.'G CAPACTIi'S TO
<br />THE�.SIE''ICNGINEE .
<br />C. AASHTO:^20CLAS'2NON`VGVE''r ':7TEXTILEIF'.TFR
<br />FABRR:)MJGTBEUSEDASINDK'A'.EOI'T1EP::OI'ECTFI, ".;.
<br />1;:-OLFWR: -
<br />L"ENFLOW :)EIR
<br />ECCEI.TRI:
<br />F- ;r4R
<br />r•: u'd v-F.,1u: � :: v re AA&HrG � zA:
<br />SIGNING 8ro EF R'::OLIR F.Rf:: ECT.JN
<br />Ar r1 CPwMBL'ie TMs r:' -JR5
<br />6. SDINEPLADEMENTBET"IFN CHAM9ER5ROW8+4DARULNU
<br />PERIMETE,. MUST FOLLOW INST.RUCTION9 A8 INDICATED IN THE
<br />MOST CURRENT VE_R610N OF smmdTECHb INSTALL. -.TON
<br />NSI'RU cit.s.
<br />T. r, CKFILLI. a OVFRTHE CHAMBERRS MUST FOLLOW
<br />REQUIREMENTS AS INDICATED INTHE MOST CURFENT VERSION
<br />OF SIMImILCHS INSTAL ATMN OPSTRLIGTIP'B,
<br />THE NTRACTOR MUSTF.EFER TO STORIUITECH4 INSTAU :TCN
<br />ii4STRUCTIDN- FC :A TABLE OF ACCEPTABLE'.Emi= LOADS AT
<br />V 64OUS DEPTSS OF COYLR THIS INFORMATION IF ALSO
<br />VXL BLE AT STORME'CKS':JEBRHF'. V4WW.STONMTECHAOM.
<br />THE CONTRACTOR 18 7ESPON _ISLE FOR PRE'tWTING L-HKAES
<br />TN.%T m=m 9T9rwrEG3'8 RECJIREMENTS m.•ATR.VEUNG
<br />ACROS.C:7 PARTING CVFn 7H.E STOW -1' -NATER UV TEAL
<br />TF'{PC RARY FFJIGNG, Y: VU41NG TAPE N.O AF e..r14R1ATF LV
<br />LOCF.TE7 SIGNS ARE C]X!l ANLY USED':J P E. FAT
<br />UK i'rrH011241 VE:'BRF: F, `FPA E4TFr IG SENSHIVE
<br />cONS1-JCr 1 N AF EAS,
<br />B. TI{EOC 17i A-,TOR.i.U61'-PREYEi'CFL[`::P'.'.-OINFNT
<br />CoiiiFtOLME SURESTOF.RO'.,_CTT T:1R IVATE1,0'741
<br />OURT.3 LL'. PHASE OF S"iE CrNE WCTj I -FFR LOCAL CODES
<br />I CM-- TI=C IPT]D .T P'R'Nr. L ..RU. ZE=CURRiNT
<br />I.MO'CT 'I I'.-Mry : FOR DE:'&S. T DACOLh:.A C( ": CALL
<br />MTI L. -am ..r'l-0.B•8E2.3W40R' ;.TN'WW.STOMS,ITECH.CDM.
<br />SCH 40 PIPE
<br />FIMPORT
<br />30.T
<br />9D.r ACTUAL LENGTH
<br />PIPE -N-oN TO
<br />Of END CAP�
<br />AL CHAMBER PF1:IF,CATIONS
<br />811E LWaHxINS1AL1,EO LENl3TH1 - 51 A'x]OA'a85A"
<br />CHAMBER STORAGE - 4&9CU61C FEET
<br />MINIMUM INSTAtIm STORAGE - 74,9 CUMCFEET
<br />MBrW - 78t98
<br />STDIRSATMPfFENODAP 3TU8SATBOTIOMOF ENDGIP
<br />Fq{ PARTE NINBER9ENR.'L FORPA.RfS NUM@EFFENDINC
<br />WITH-
<br />MITI"
<br />B C O
<br />+ '. b BM UMy :efV/ 9EeM-amp xw ONR,•mmj
<br />9f;N\9�6H 125i'OO rvn1 RmnRd T.rONGOe maJ '_SON(910
<br />Bf NOB'el'9 9G'40 12NpOC m1 I.m NG 9,m A.I.Pra: rlal L?Ox:Vm4
<br />eI: !ON�E1ef 99 w0 =n C' mm1 :AOni{Er Rti.nlaF: -'n-4 Nnl
<br />er: •"J>EtSa �cna 'n la -e me} ,':9sf+arr.m .vbC a IRON Tan ..
<br />aCIeC 10:!5,"n+, 0.:-NCCR mn r0'N 11.:1m! WA
<br />1 �AIMv9 7- IlN hnr„O mN . Rn{Pr:mm NII. IAun PI mm1
<br />EL -.mus W.- & ICO ml Oa2n4N - 4M5wOrt•G WA O..Pn
<br />_ ..,. a.nr i Ye1VEM'{AlPF RT1Er.'r ,lB
<br />TE .N4G6Ft 10
<br />THF 1111 D�EELWINF1101TOFDF11EExD'AF
<br />-THF ArPR:. IN:YY I.TY.F'LiRL'C.iERV4
<br />Mm41: s'e.IIL,:�Th: BW G". R-i'01fLrB061 B6LG IlFE
<br />'xwFGS•,an•.: x:r.-- 15{,.,sn®Fan:-.TTreFmveatmlcuFL
<br />.Nv�: F.4MR'4ICR.Ae4
<br />g4 TECHNICAL DETAILS
<br />STORMTECH PRODUCT SPECIFICATIONS
<br />fA GENERAL
<br />1.1 STGRNT mCRAMERSARE DESIGNED TOOMTRD'-
<br />BTORN.'ATER RUNOFF. AS ASLNBUIEACE ROINTKN
<br />BYaIEM, STOp4!TFCH CH4NBEF3 RETAIN AND ALLOW
<br />EFFECri44 IMRLTAAHCV OF WATER IN., THESOL. AS
<br />ASU. ALE DETENTION SYSIF.M, BTORMTEM
<br />CHAMBERS DETAIN AND ALLOW FOR THF MF,ZRED
<br />FLOW OF WATERTOMI OUIFALLL
<br />9A CHI6B It PARAMETERS
<br />2.1 THE CHAMBER SHALL BE INJLFTION No- n®CF
<br />POLYPROPYLENE REAM TO BE INHERENTLY RES137ANT
<br />TO ENVIRONMENTAL STRESS CRACKING (EBCR}, A, •D TO
<br />FMDNTAJN AOEQUAM STIFFNE: 4 THROUGH H1d5EH
<br />TEMFERATURES EXPEWENIM CURING INBTALLATNW
<br />P -41)Z IMMIE.
<br />22 THE NCAIBVLLOHAMBEROWENSIONSOFTHE
<br />aTCRMTECHSF74061WM URINCHESTA11,61.0
<br />NCH:B W JUFAND:u.71N WES LONG. THE NOMINAL
<br />^.HA BER DIMTNWNS OF THE LTURFTECH SC'ID
<br />SHALL BE 15" WCH'.3 TALL.':1A INCHES RACE WRC 80.7
<br />INCHES LONG. THE INSTWLED LENGTH OF A JOINED
<br />CHAMBER SHALL b._e0A IROHM
<br />21 THE CHM4'ER SHALL W. E A CONTL' UDU0.Y OLWVEF
<br />BL:BONPRORLE.
<br />2A T, .ECJ{AABEN FRALL GE GPEgADTTONED.
<br />THECF'.V.7mrf LiNzr-MATEANC'.'E-RLAWP'NG
<br />CORRUGATJCN JOINT S STEM roPLL(-.'CHP."MSIR
<br />NOWTOFAL'+C'ITA':Y L' '1TOBECR..ATE--THE
<br />O- E.ilA PPIN; CCFRUO°TCN JOIN `BYalEl.i=`HALLSF.
<br />EFFECI:JE W'.OEAL' M INSACHAMBBR TO BE
<br />TP At LEO TDL40RTEN 17. �''ER'd-L Lw'GTH.
<br />z
<br />�g
<br />d i
<br />Q W
<br />W$
<br />L;j C,
<br />ZwO v s
<br />K
<br />0
<br />W _ Itw
<br />% m g
<br />N
<br />W 3 a
<br />C�� w
<br />19 +� Lo 4xa-
<br />ii w� �r
<br /><m
<br />Lheribne.hrl Ir slgmTetl, sa7a, ac 810Rr.Ra•',IJ,W'ti.
<br />t. OfmOen elleY mrHmn b we ngliNnmNdABTM FN10G,
<br />":arced.,,+, fi®Im'•; f4tl PnPYla4 Nw}Denprab MVI
<br />abm• alef C: bm4l Cle:rdxe'.
<br />2 ChambmnweefRA pnr: rAOINIn.umhOutrllMarlel apace
<br />no NIeM elgppl}enek'.
<br />.-. Th OerM. d di•NdOre ar-rt.a,wa aN Ter mdnUandh
<br />IrndBtiaeon reR�nme',N teElamum Ou lOr nofe6lh�bak•.dP 1M
<br />Yn AA.FRO lRFO PX,"Ccl9n apautiuioiv, 4r'wn 1212 me
<br />mr u:r. ' AASHTOs . rc bOdaena 23 N10IAdubbn li a b0'-
<br />E.. J min AAst{ror.. -T. www �'1J,mRR'-Inpatlarc
<br />m:Fpin�.,: h 1eacllmN
<br />a. o.Irwlrbea Errwr,prnm ey nr.:'m..r B'. -w:.a ma
<br />mntratlOreh 0P�M
<br />dq }Pf9eb11e•'+Mmwe RRFr:. b
<br />app.v+M bebn tla- aAn2 l y mhreb NO pm)etl Nee:
<br />n. al1•--.tunY rnOWb„bFa rgevred ",m+�ralr,pNrr
<br />AASHM UCM- OtlW Be nfeAltMOmsPe:.3rc.r-'.v
<br />M8NT0 uLn] B1YMe Oaeim apes rvBF•., BeMen 52.52
<br />mer. TNe E6yearoxpm'.e,4,,edw e'-dlrcA
<br />A'{TM M1606 muallr wlF p\AIc'F®AA8NT0
<br />elAnhlm' w aL:Nm b:.. Tf N09'MnR v'rbmNnce.
<br />o. Au'dEni'r,r,N1' A,Il mendmA,il Fut N-d,&:hO•. Ore 1
<br />BON10enu 5k' RATIN FN1Sg5.
<br />s, cre,,J'ear•dt_�trloLurAd manle0 vN15-,uRJ"�"rn�.n6
<br />4BeFG.
<br />6. Au tlRpyn elx_fl=na +radeRA-�ehlra ,Namrd®,N,ww me
<br />nmrSRiwely l',MMdaei, mm1leL
<br />T. lle FaNirwld if YOFOn .Nel.e H azc' Yrw w11h P9
<br />mnOMcbrelb NN+[ NeNddMA ha1VVBJvm.
<br />22 1HENOMNF SIONAUELOLUisCFAJONEUSTORMrEOH
<br />CHAMBCHAMBERSHALLBE74.B STQRFEETPBT
<br />DETAIBERMREDINSTALLEDPER or R U3HED ANGULAR
<br />STMES ITH AN ES THE VOLUME CF CAU3HEDANGIILAR
<br />SroTO2.2CUR FEETOF IEO40%PCR091TY1, THIS EC10.1E9
<br />MEN MNAFEETOF$TOUJf.zOUANI ITU B®.
<br />THE NOMCH . 1IAGEV 1!RiF FAN 31!.00UED
<br />PERHAMS BWIBCHAMBERSHALL BE814CUBIC FEET
<br />PERCHAMBER WHEN INSTALL® PER aro OF B
<br />TYPICf4- DETAILS pmHENCLLoTVOLVItEOF CRU CAUBHEO
<br />MIS
<br />ANGULAR TO lJC BI0 AN TorSTOW POR AREF. UT
<br />EQUATES T019 WBIC FEET OF BTGRAGEBgl1ARE FOOT
<br />OF OEM
<br />THE CW T ER SHALLHA E FORTY-EIGHT' BRIFEEZ
<br />2.7 PENETHATIN6T SiDeWLSTOALLMFJRLATERAL
<br />COYVEY INCE OF WATF]9.
<br />E0 THE CHAMSEiI SHALL HAVE TWO ORIFICES NEAR RSTOPTO
<br />AU1 O -'I FOR BOLIN DATION OFAR P11E88WRE BETYEEN ITS
<br />INTERIORARU EAFERCOR.
<br />...r THEM HAVE BOTTII"R8 EN080PEIVro
<br />ALLOW FEMUNIMPISOCD HYDFAULIC FLOWS FND V ,TIAL
<br />INSPECT" JNS GOWN A ROWS ENTRE LENG:H.
<br />2,10 THECWJABERS,Xl HAVEu�11RUGATONa,
<br />..-..11 THE CHW'.SER5.SALLHAMAC'RO-ARNUL'M=I.0.0
<br />8UFFACEO. THETOPC7MECW-dErt FO':AN WfDK::
<br />HNG IN.PECTIONM)RTOROLEV44]IIT.
<br />2,12 TH' CR'.'9FR E {MLSEAi'N-\2E0 ANO OSJGNED UaNq
<br />AASHM :FTTMFIS130. THERM. AST6:C11LVERTS
<br />CONTAINED NTIE LF.FU SWAGE[; r,*N SPEOFN•ATON-.
<br />iNO ED.MA J LUOINO N17, SPCCOW r'iAlB
<br />THROU :112W 1. JESIGN LIVE LO C SHALL BE THEAA8NT0
<br />HSTD TRl1Cl: DESIGN X.-:LCONSIDER EARTH, ND LINE
<br />LOAnSA8 PPPROFRNTE FOR THE A�'NN. Mmuml:JM
<br />SPE. F,ED DEPTH OF RLL.
<br />-
<br />PROPOSED LAYOUT
<br />-.$.
<br />(c) SC -740 END CAPS: (24) SG4740 C'AMBERS
<br />-_TORACE PER CHAMBER (6' STONE BASE): 74.^ CF
<br />TOTAL SYSM,E STORaCE ONCL'IOES PERIMETER STONE): 1,I?WA C.
<br />ISOLATOR ROW
<br />STORMTECH CHAMBER NARRATIVE:
<br />STO%MTEe;H CHAMBERS ARE DESIGNED TO FULLY CONTAIN
<br />THE RUNOFF FROF.I THE REQUIRED WATER QUALITY RAIN
<br />EVENT, CHAMBERS ARE INTENDED TO BE FLAT, NO SLOPE,
<br />TO PROMOTE INFILTRA-ION AND GROUND WATER
<br />9I'LF•'iECH Cv 1,01,
<br />RECHARGE. LARGER STORM EVENTS PISS THROUGH
<br />SYSTEM AND TO EXISTING STORM SYSTEM.
<br />REFER TO STORMWATER CALCULATIONS
<br />ON SHEET Cl.
<br />SW- -7FC4 ��--
<br />PY'. ENO CJPS �2' �yI FOR S'.]i:REI.H NL JRIATON
<br />FORSTOPMECH INFORMATION 7'0 tL.5 MIN I MLI -MIS -'124H94
<br />CALL
<br />I-V RL2-TFM1f
<br />STORMTECH ISOLATORTM
<br />ROW MANIFOLD DETAIL
<br />213 THE CHAMBER 511-.L BE MANUFACTURED W AN BO
<br />9001',2080 CERTIFIED FAOIUY.
<br />SA ENDOAPPARAMETERS
<br />2.1 THE END CAP SHALL BE INJECTION NGLDED OF
<br />POLYPROPYLENE NESIH TO BE INHERENTLY RE wl TANT
<br />TOE IHDNMENTALSfRE 3 f2ACKIMANOTO
<br />MMNTMNADEOL'.1TE STIMNES57HLOUGH HIGHER
<br />TEMPERATURES ENPEWENCEO DURING NSE.LLAnON
<br />A.ISERYICIL
<br />92 THEEND CAPUNALL.::DEOiGNw OFHINTOANY
<br />CO INGACHACFI.CHAMBER.NR U,.4GMIA':
<br />CAFPINGACHAMWS I THRT HASf18 BASIN! IRLRN.O;
<br />BEGMF's LEN ROW. INTO STORAGE BI161N5 Q'
<br />VARKlU6 LENGIN3.
<br />'..T THE END CAP SHALL HAIT SAW GUIDE3TO ALLOW LmY
<br />CUTTINO FOR VARIOUS DIAMETERS OF PIPE T ,TMAr
<br />BE L IM M INLETTIE'"TELL
<br />3M THE END CAP SWILL HAVE LMEM LTRUMRAL
<br />SIMAANYI VERTCNMA NOAR ORIFICE OF TIGHT
<br />SIZE ATANY INVERT [=EVAT{LtV,
<br />&0 THE PFONW- T. M OF AN END CAP SHALL BE CUR ED
<br />OMR.'-'ARD TO REG..T HORIZONTAL LOi n5 GFJAERATFO
<br />NFMTHE EDGM^ ORDS.
<br />:.0 THE END CAF EHAI_I. R'f; AN IAD
<br />900' 2G IT CODIFIED FA.LILITY
<br />24 SC-; OSTOROTECH
<br />CHAMBERS
<br />DETENTION OUTLET
<br />-Nu .1181 OF ItiSPEC7104 PORTS AND THEIR STRUCTURE. REFER TO
<br />I OCJSTICNB TO SE DETEMPIED PER-1ANUFACTURERS SHEET Ci FOR DETAILS,
<br />RECOMMENDATIONS. CONTJ.OT STORMTECH FOR
<br />FURTHER DETAILS.
<br />CHAMBERS SHALL MEET THE DESIGN REQUIREMENTS AND LOAD FACTORS SPECIFIED IN SECTION 1212 OF THE LATEST EDITION OF THE
<br />AASH -0 WVD BRIDGE DE' -SIGN SPECIFICATIONS LOADS SHALL BE CALCULATED IN ACCORDANCL WITH SECTION 3 AND SHALL INCLUDE H2O
<br />DESIGN TRUCK IMPACT FACTOR, MULTIPLE PRESENCE, AND LANE LOAD.
<br />5T STORMTECH SC -740 CHAMBER LAYOUT
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<br />DATE. &22-1.
<br />RETr 1510'.J
<br />DATP: 32-4-14
<br />C4 of 5
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