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• <br />~d 33acon a~evle ~itdh ~TTC. asF-06 <br />~KIN~~N~-CON~TNUCT011f SITE PREPARATION & DRAINAGE qEV. 1 <br />yiT uN~ crrr, IRAN STANDARD FORM <br />RUNOFF & SEOIMEN7 CALCULATIONS 9/80 <br />SHT. 30F T2 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT WESTE2/J FuEt,S SJtiSE.~rS M~~JE JOB NO. !)G- 3¢/n <br />CaEGIC 9AM5 AI~nY 5G7JLLIOr1 GUtL~ f9NB NO. ~ ~ <br />BY m.c~lrlrl~ DATE 5~29~D1 CHECKED BY DATE <br />3. TOTAL REQUIRED STORAGE VOLUME <br />Total required storage volume =Sediment volume + Settling volume = AC. FT. <br />4. POND DESIGN VOLUME <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 />5(05'3 32S O. vo15 O <br /> <br />' 0.0123 t.o O.OIZ3 <br />5~0 X50 o.ol <br />IZ <br />3o <br />D <br />0 0.0123 <br /> . o Z I .O o. <br />230 <br />S? I ZriO 0.0287 <br />~ D.O 353 <br /> <br />" j <br />o.0 35 I .o p.o35~j <br />78 I b <br />15 O.o43U o. °~ 1 Z <br /> <br />51 <br />9 <br />ao <br />2~ v.05r4 I.o p,o5r¢ <br />Q <br />1225 <br />05 0 0.0597 , <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PRISM SHAPE <br />V='t3D1AT+AB+ ATxA6 1 <br />WHERE: <br />AT =TOP AREA <br />AB • BOTTOM AREA <br />O -DEPTH <br />V = ACRE F7 <br />