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• <br />~[Q ~d00R l~8Yf8~fIIh ~RC 4SF-06 <br />arr~raarr~-corarrrucro~rr SITE PREPARATION & DRAINAGE REV. 1 <br />MLT uKa crn. UTAH STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS 9/80 <br />SHT. 30F 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT <br />BY WM (IJ,rllcs DATE 3~2Y~tl CHECKEDBY_ <br />T' <br />3. TOTAL REQUIRED STORAGE VOLUME <br />Total required storage volume =Sediment volume + Settling volume = <br />4. POND DESIGN VOLUME <br />JOB NO. UC-d4G <br />'YOId6N0. d I l <br />DATE <br />AC. FT. <br />IRREGULAR SHAPE <br />n <br />LJ <br />ELEV. <br />FT. AREA <br />50. FT. AREA <br />AC. AVG. AREA <br />AC. INTERVAI. <br />FT. STORAGE <br />AC. FT. ACC. STORAGE <br />AC. FT. <br /> <br />55~b 225 0, oo5z <br />IU( <br />C <br />I <br />o <br />OIDC <br />O o <br /> <br />' o <br />7,O , e <br />. <br />~y Ivo o.ol(~I <br />~ o.olo~ <br /> o,vz~~, I.v 0.02 ~ <br />3g5 <br />5590 1125 0.03y6 r ' O,v <br /> -,~1 <br />U.o I-U D.oS <br />71 <br />91 3250 0. o~4r. O, 095 (o <br /> <br />55 <br />2 <br />4~ <br />~ <br />O o. o y41 I.o O.Oy41 <br />o <br />~ E <br />y j <br />,U .Ilgro . <br />iy7 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PRISM ~HAPF <br />V=~DIAT+AB+ ATxAB 1 <br />WHERE: <br />AT • TOP AREA <br />AB • BOTTOM AREA <br />D • DEPTH <br />V • ACRE FT <br />