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PR'uG. <br />3Q'~LLJA`I <br />~dCC11l 31't 8~8 ~[dh ~~ 4 ~SF -06 <br />lwaMi~ll~-COM~TII~TOIIt <br />VTAN <br />YLT ui~ cm SITE PREPARATION & DRAINAGE <br />STANDARD FORM REV. 1 <br />. RUNOFF & SEDIMENT CALCULATIONS 9/80 <br /> SHT. 3 OF 12 ~ <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT EVE=~EriJ.1 F~rl_5 •DESEi1ArJ0 %/~ir.lE JOB NO. UG"34C° _ <br /> <br />SE/JiW7Et-7TA'TronJ i--pNp Fog ~ • Gb4-AL POND NO. ~ I~' I <br />BV wt++. ' ~'14~5 DATE ~ 0 • ~ • 8D CHECKED BY DATE _ <br />3. TOTAL REQUIRED STORAGE VOLUME <br />Total required storage volume =Sediment volume + Settling volume = .O 1 AC. FT. <br />4. POND DESIGN VOLUME <br />IRREGULAR SHAPE ~~plumC ~ l~lun~me}cYin I"=SCJ•~iCLlCvni- <br /> <br />•~ <br />rr <br /> <br /> <br /> <br />g <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!019 0.298 <br />6 <br />G 0 <br /> O"44 I.o ,44{D <br /> 5(020 0.59 <br />D <br />I <br />5 0.448 <br />~ <br /> z p,~45 . 0, 14 1 <br />5 <br /> l o. f~9 3 .1 <br />3 <br /> 1.040 I.o I.o4o <br /> 2 [ I . I Pal <br />O <br />3 <br />' 2.233 <br /> <br />Z3 <br />1 <br />~L~ I. 32~ I. I • <br />2 <br />~ <br />55 <br />3 <br /> • . <br /> <br />4 I.~q4 1.0 1.514 <br /> 2 1,50 <br />I <br />~ <br />' <br />5~6 <br />f 5,153 <br /> <br />> <br />25 <br />5( <br />1 <br />98( • <br />i68 I . o 1 <br />~ <br />. <br />c 3( <br />~ <br /> 0 ~ <br />. <br />0 P <br />. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />PRISM SHAPE ~'~~r V=~plgT+q6+ gTxA6 1 <br />/ / <br />- WHERE. • <br />~~ AT ~ TOP AREA <br />AB ~ BOTTOM AREA <br />! / \\\~ D=DEPTH ~ _ ~_y cl 2 ACRE PT. <br />