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• .- <br />~t0. J4acort a~avieZltah ~ttc. asF-0s <br />(MA((~(-COMIr~YCfOt~ SITE PREPARATION & DRAINAGE REV. 1 <br />ua* ua(crtr. VfAM STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS 9B0 <br />SHT. 3 OF 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT <br />BY l~`^ (3i~rk!! DATE 3 L`~ 8I CHECKED BY _ <br />3. TOTAL REQUIRED STORAGE VOLUME <br />Total required storage volume =Sediment volume + Settling volume = <br />4. POND DESIGN VOLUME <br />JOB NO. UL-74L <br />pONq NO. srG~ <br />DATE <br />AC. FT. <br />IRREGULAR SHAPE <br /> <br />ELEV. <br />FT. AREA <br />SO. FT. AREA <br />AC. AVG. AREA <br />AC. INTERVAI. <br />FT. STORAGE <br />AC. FT. ACC. STORAGE <br />AC. FT. <br /> <br />542 IOU O.Gnz.3 <br />0 <br />o O <br /> C. 0 <br />51 I.o o,o <br />s~ <br />43 4vo p.0092 <br />I <br />O 0_ oos~ <br /> O.OIIB .O D. <br />IIF} <br />015 <br />5b44 ~2s o.oi43 0. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PRISM SHAPE <br />V=~DIAT+AB+ ATxAg 1 <br />WHERE: <br />AT -TOP AREA <br />AB-BOTTOM AREA <br />D ~ DEPTH <br />V ~ ACRE FT. <br />