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• <br />~,lgacon a~avke ~itnh inc. as F -0s <br />{INrM{l11~.COM{TIIVGTOII~ SITE PREPARATION & DRAINAGE REV. 1 <br />u~r us{ ertr, ur~w STANDARD FORM <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 \VES"tEfLl~ FUELS i~~SE " A7^ o IMNE JOB NO. UG ~~ ~ <br />REFUSE A2EA f3 4 POND NO. ~_I~=¢ <br />BY Q. /T NS, DATE % - ZS - bo CHECKED BY DATE <br />3. TOTAL REQUIRED STORAGE VOLUME <br />Total required storage volume =Sediment volume + Settling volume = _~o.Ob AC. FT. <br />a• POND DESIGN VOLUME <br />IRREGULAR SHAPE <br />• <br />WRING <br />SQILLWAt{ <br />!'~ <br />l• <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 />55oZ I.aa-3 <br />f <br />*-94 <br />4- v <br /> - <br />. I . d i . <br />~ 4- <br />03 I,S4~L <br />O <br />I <br />~' 1.494 <br /> . <br />J 1.o I.SS~ <br />04 1.3(0 3.084- <br /> 4 <br />U5 1,30 <br />I <br />1 <br />o <br />I <br />~ .~b~ <br /> <br />550E <br />r3?3 <br />I .~f~L - . <br />SZ <br />5~-6 <br />( <br /> , .. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> i <br />~: <br />PRISM SHAPE <br />V=~DIAT~ABr ATx AB 1 <br />WHERE <br />AT =TOP AREA <br />AB =BOTTOM AREA <br />O ~ DEPTH <br />V ~ ACRE FT. <br />~0~0 <br />