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Worksheet far C.4-1.1ting the rare inallPn Flaw and Val- Method
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<br />Worksheet for Calrulatlng the CPmbimton Flow and Vofume Method
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<br />Wortshe et for Cak111gWg the Corn4lnrR9n Flow and Vrflwlle McATW
<br />1.0 Project Inlwmflion
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<br />3A L'akWare Wit Basin Stma)¢ Volume In inches
<br />147
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<br />a a PI10In. }? W Ian, II -- 3.7A{Hours ,I Rein Event Duratlon
<br />5.6 PFoNkrd FV rAHAnare ufSeefee Area of Tm lerOrR Measure
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<br />L t sA,F sair,,.sen.ou.wdan 1,666 Square rest
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<br />WPAkzheet fpr MkWatrlg the Combination FP.. and Volume Method
<br />lA PreWCl lnlarleMean
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<br />rowrat Ar.rf.pe.epNl• 720132. _ __
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<br />30 CNwNSI IAdt Bob Stomp Volatile W Inches
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<br />al Aerd.n,el.wq 02 Inches per hour
<br />r r a,Ie.rM1e, s7 r, nem Ps us Hours of Rain Erenr Dewdlvn
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<br />540..0•000
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<br />Ipm r4 716 gNCAwtlnrw T3'slnwrlptt Mv'tIP'Ibm 411
<br />P4 aAvrrll.n0inewel.n ss 270 thhkFeerfArare Mewnberdw.ern pe0,w,gr..,
<br />N prd4.11ne 7 IR, lrw71 a.jO feet tp.pp eler,M +M Ar.M..r hrrglw rr..l
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<br />rhPf•l .,II r•, n. n• IM O.W-A d•.d, 4 e] neynl.
<br />OVERFLOW DRAIN 6ANCH MIN. ABOVE
<br />LOW PDI NT OF PLANTING AREA,
<br />SEE GRADING PLANS FOR LOCATIONS
<br />AND RIM ELEVATION LfYP,I
<br />CLEANOUT WITH CAP
<br />{SET RIM 2• ABOVE FG}
<br />810 -FILTRATION PLANT MATERIALS
<br />(SEE LANDSCAPE PLANS FOR SPECS)
<br />B• MIN. PONDING
<br />FINISH GRA OE -1
<br />1. PLACEMENT OF BIOTREATMENT SOIL MIX SHALL BE
<br />CONSTRUCTED UNDER THE O85ERVATION OF THE SOILS
<br />ENGINEER"
<br />2. SOIL AT BOTTOM OF RETENTION AREA SHALL HAVE A MINIMUM
<br />PERCOLATIONRATE OF S INCHES( HO UR AND A MAIUMUM RATE
<br />OF 10 INCHES I HOUR,
<br />3, IN -SITE TESTING SHALL BE PERFORMED BY THE SOILS ENGINEER
<br />TO VERIFY PERCOLATION RATE.
<br />Worksheet For Calculating the CPmbinalion Flow and Volume Method
<br />9" FROM TW
<br />TO POND
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<br />pale 4499 lfMLWPRE
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<br />5 000006.. � OFrAS
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<br />17;860 1.D n V,sm ^
<br />1 s vs..w sum 1,195 0.1 120
<br />rewswsiwfspwr7wl• 39 C75 _
<br />r- >awSerWw3rrwrv0ne Miref" 18,000 'Square feet
<br />3A Ci4odate Uri[ 5Wn Storage Vokmks in laches
<br />awn
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<br />fiMd.�wOf,.. ya,...yPq r•A„m 54x.001 n mxFrdN W me,v+of IA. ,,xrs ,m.r•an•r•mrm Prerl
<br />4.0 ealudate tee Duration of the Rain ennr
<br />0.2. nxhes per hour
<br />as awn nemsxer lrnn m" 3.30j Hous of Rain Event Dewativn
<br />SA Prdkali art, {atkmv of SurExe Ara OfTnoterem III
<br />Si m o s „nprry.w.,,r�ne 720 sq.x feet
<br />NnrwlmPPn.n.,ert.m 540 Square lent
<br />Ss 99099 nrrYl b. rep �n
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<br />STUDIO
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<br />ICIER & WRIGHT
<br />CIVIL ENGINEERS & 5LIRVEYORS, INC.
<br />3.350 Scott Boulevard. 64FILdIng 22
<br />Santa Clara. Cailrorn la 95054
<br />1408) 727 66E5
<br />Fax 0414j 727 51541
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<br />Sheet Tilie:
<br />STORM WATER
<br />DETAILS &
<br />CALCULATIONS -
<br />BROADWAY
<br />,fah Nn" A14076
<br />Date: 6311 512 0 1 9
<br />8rxle: AS SHOWN
<br />Drawn ay: NMlHR
<br />Sheet No: 17
<br />
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