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r, <br />L_J <br />~ J3ecua a +~AVf9 Zlfuh ~3t1c - - - - a sF s <br />twrMtttrt~cortTrucrort SITE PREPARATION & DRAINAGE REV. 1 <br />tAi* swat ertr, VfAM STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS 9180 <br />SHT. 3 OF 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT <br />BY I/J+ti pi~r~lr DATE ~ I~.S ~tl 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. LIC-3¢L <br />"PONS N0. *? <br />DATE <br />AC. FT. <br />IRREGULAR SHAPE <br />r~ <br />L <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 />S~O16 20o O.po4L <br />Ol <br />0 v <br /> <br />' o3 <br />O. I.O .0103 <br />I~ 7U0 O,OI~I x,0103 <br /> <br />C <br />" <br />c 0.021 I.O O.OZ~d <br />j~oZO x <br />125 0,03 <br />1(o <br />4 O-038Z <br /> O, 05 <br />2 l,0 0.0542 <br />21 3000 D.oGo9 <br />" 0.0924 <br /> <br />5ro22 <br />moo <br />o. 12ro3 o. 05~~ l.o ~,o9 <br />I~ <br />0, l9ov <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PRISM SHAPE <br />V=-~DIAT+AB+ ATxAB 1 <br />WHERE. <br />AT ° TOP AREA <br />AB `BOTTOM AREA <br />D `DEPTH <br />V - ACRE FT <br />