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pRNUG. <br />3Q'�L1JA`I <br />farlk NdCC &TIntsZlEah ,3ne. <br />SNOW II RS-CON ST MUCTOOS <br />SALT SAKI Cm. UTAH <br />SITE PREPARATION & DRAINAGE <br />STANDARD FORM <br />RUNOFF & SEDIMENT CALCULATIONS <br />4 -SF -06 <br />REV. 1 <br />9/80 <br />SHT. 30F 12 <br />DETERMINATION OF SEDIMENT VOLUME, SETTLING VOLUME <br />AND TOTAL STORAGE VOLUME OF SEDIMENTATION PONDS <br />PROJECT WE= L.1 T:u"s T)E5EILArJO JOB NO. L)L" 34(a _ <br />SE/Ji 7 TA'TronJ i--pNp F02 0 • POA — AL POND NO. <br />BY wt++. ' DATE : 0. 8. 80 CHECKED BY DATE _ <br />3. TOTAL REQUIRED STORAGE VOLUME <br />Total required storage volume = Sediment volume + Settling volume = .01 AC. FT. <br />4. POND DESIGN VOLUME <br />IRREGULAR SHAPE �q"1unc l�lunime�c ✓in I " =SCJ �iCLICLni- <br />NS <br />m <br />ELEV. <br />FT. <br />AREA <br />SO. FT. <br />AREA <br />AC. <br />AVG.AREA <br />AC. <br />INTERVAL. <br />FT. <br />STORAGE <br />AC. FT. <br />ACC. STORAGE <br />AC. FT. <br />5!019 <br />0.298 <br />0 <br />0.446 <br />1.0 <br />0.44b <br />5(020 <br />0.59 <br />0.448 i t <br />p,�45 <br />I.D <br />0, 145 <br />1.040 <br />1.0 <br />I.o4o <br />22 <br />I . I Pal <br />2.233 <br />I. 32� <br />I.O <br />I • 32'� <br />Z3 <br />3. G 5e) <br />1.594 <br />24 <br />1.50 <br />5,153 <br />•�i68 <br />1.0 <br />).b(p1) <br />PRISM SHAPE '•��r V =1DIA +A A 1 <br />— WHERE. • <br />AT T. TOP AREA <br />A BOTTOM AREA <br />D =DEPTH V_ �,_y `72 ACREFT. <br />