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r <br />198COIt d~iiVfB~UIh ~RC. a~SF-os <br />ll~arN(llr~-cor~T~ucTO~s SITE PREPARATION & DRAINAGE REV. 1 <br />~111T uR~ CRY, UT~M STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS 9/80 <br />SHT. 1 OF 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT ~VESTErC~J FUF1.5 _~E:SEl1~i~o nltLlt= JOB NO. UG_ 34(0 <br />~~~uSE a.2EFy_?~ ~_ __ __ POND NO. 2 P~_4-_ <br />BY D. IA. tV. DATE 9•ZS•bJ CHECKED BY DATE <br />1. SEDIMENT VOLUME <br />CONTRIBUTING DRAINAGE AREA, ACRES <br />DISTURBED AREA IN CONTRIBUTING AREA, ACRES 2:r -4 <br />l I <br /> <br />A. Sediment Volume = .1 acre ft. of sediment per acre of disturbed area. <br />_ .1 acre ft./acre X 2L.4 acre <br />2. L4 `acre-R. <br />B. Sediment Volume = 3 Years sediment From entire watershed as determined by the Universal <br />Soil Loss EUUa[IOn (USLEI USLE : A=RKLSCP <br />Where: A = Average annual soil loss in tons/acre. <br />R = Rainfall factor <br />K = Soil erodibil ity factor <br />LS = Slope length a:td slope Gradient factor <br />C = Cover factor <br />P = Erosion control pracUCe factor <br />Nlatershed must be divide d into sub areas d different factor occur for different areas within the watershed. <br />SUBAREA <br />I.D. NO. SUB AREA DISCRtPTION AREA <br />Ar R I K LS C p q TONS <br />A X Ar <br /> <br />I Lnc rs urberl <br />/nn.{erse., Sk.n.. CI:. <br />4,0 ~ <br />30 ~ 0.28 <br />2.1 <br />o.oa° <br />I <br />o.~ <br />3.0 <br />Z (ZG~u-tee - ~'edn~.-.~~l-P~t/~ <br />/Aovars~.. S1o.~r~ CIS 25.9 30 ~0.2$ ILO I I %2.4 2,3~3.Z <br />3 ~lati~ ~o vcl <br />~ir o~el $u.-{uCe O.S 30 0.101 O.I I I U-3 O.Z <br />~ i~...~1 A~rc~ <br />/Any c+'s=n $~~..~.~ GIa.1 <br />I .9 <br />30 <br />D ~8 <br />O,S <br />I I <br />I <br />4.Z <br />i'J.O <br /> <br /> <br />- I <br /> _ <br /> i <br />TOTAL AREA 32,3 TOTAL TONS PER YEAR Z~404.4- <br />TONS/YEAR x 20001b/TON x 3 YEARS <br />SEDIMENT VOLUME (ACRE FEETI = <br />(Settled Density = ~~ Ib/f13) ~ O Ibs/ft,3 r 13fifi0 ft2/ ACRE <br />10.80 _ S'E'E iYIfJ-/~S 7G,77~~D <br />4, 14- <br />