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Estimate the volume hauled during a 'weV <br /> 1--, year <br /> Use the maximum net <br /> -- from ac je 1. 7— <br /> Iolume of runoff for January, February, arch and December 913,235 cu.feet <br /> ---6—.8301998 iiMons <br /> — <br /> Less the storage volume 2,533,647 gallons <br /> ---- Volume hauled 4,297,451 Rations <br /> Volume Of stormwatersedimentation pond for Area A and B - <br /> —16.76 acres <br /> r Area= <br /> Precipitation depth= 2.281inches <br /> Sedimentation pond volume= 138,712 cu.feet <br /> 1,037,569 gallons <br /> Total and volume 3,571,116 gallons <br /> Case 111--Assume the entire site is drained to retention pond sized for 24-hour.25-year event <br /> Assume all runoff collected In excess'oTfthe retention,, nd Is hauled to the Stockton wastewater <br /> treatment cant. <br /> Area= --3-323 acres <br /> Precipitation de th= <br /> .8 inches <br /> sedimentationand volumes 275,025 cu.feet <br /> 2,057,185 gallons <br /> Volume of runoff(from Case 1) -13,782275 gallons <br /> Less the storage volume 2,057,185 !tons <br /> Volume hauled 11,725,089 gallons <br /> Summary <br /> Retention Volume <br /> Basin Hauled In <br /> Volume Wet Year <br /> allons lions) <br /> Case 1 5,11 11,7CG 8,670,571 <br /> Case It 3,571,116 4,297,451 <br /> Case Ill 2,057,165 11,725,089 <br /> FN: dtr/aAWATERBAL.XLS Page 3 of 5 Printed:8131/94 3:46 PM <br />