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<br />I-4 Re-topsoil with Scrapers Calculation 637E PP <br />Equipment and Storage Area <br />Use: 16 Acres at 1.5 feet deep = 38,770 LCY Topsoil <br />Cvcle Time <br />Load & Dump - 1.6 Minutes <br />Cycle - ~ Minutes <br />TOTAL 2.8 Minutes <br />Then: 2.8 Minutes to Cycle 31 LCY <br />So: 38,720 LCY ~ 31 LCY/Load = 1,249 Loads; Use 1250 <br />1250 Loads x 2.8 Min/Load = 3500 Minutes <br />350 Minutes = 58.33 Hour Use 60 Hours <br />Cost: GO Hours at $247/Hour = 14 800 <br />u <br />I-5 Sediment Pond ql Calculation 1987 D9L <br />To: Push 32,000 LCY to Fill in Pond <br />Distance of Push 200 feet Average <br />700 LCY/Hour Production <br />So: 32,000 LCY - 700 LCY/Hour = 45.7 Hours <br />Use 6 Days Total <br />Cost: 6 Days at $986/Day = $5.916 <br />I-6 Sediment Pond /i2 (.4 Acre) Calculation 1987 D9L <br />To: Dozer Dam into smooth grading to Pond <br />Use: 4 Hours at 700 LCY/Hour. (Not all needed) <br />So: Use 1/2 day time <br />Cost: 1/2 day at $986/Day = 4~3 <br /> <br />JAN 1 5 1993 <br />