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• REFERRAL CALCULATIONS <br />I-1 Scraper Calculations 637EPP <br />Fill Load & Dump - 1.6 Minute <br />Cycle - l.2 Minute <br />Total 2.8 Minutes Cycle for 31 LCY <br />Need to move: 27,426 LCY @ 31 LCY/Load <br />Loads: 884.7 Loads Use 885 <br />SO: 885 x 4 minutes/60 min hour = 58.9 Hours <br />Need 60 Hours to redistribute TS to Fill Area <br />Cost: 60 Hours at $247 = 14 820 <br />• I-2 Grader Calculation <br />14' Blade - 2nd Gear = _ > 3.3 mph <br />3.3 mph = _ > 17,424 fph <br />So: 17,424 (14") _ _ > 243,936 sq fUhours <br />at 50% effective us =_> 121,968 sq ft/hour <br />Then 6.07 Hours to Grade: Use 8 Hours <br />Cost: 8 Hours at $75/Hour = <br />I-3 Smooth Grade (Grader) <br />Equipment & Storage Area <br />14' Blade - 2nd Gear = _ > 3 mph <br />3.3 mph = 17,424 Fph <br />So: 17,424 (14') = 243,936 sq ft/hours <br />at 50~ effective use = 121,968 sq ft/Hour <br />Then: 16 acres = 696,960 ftZ <br />• Time = 696,960 ft'- - 121,968 ft2/hour = 5.71 Hour <br />Cost: 6 Hours at $75/Hour = 450 <br />JAN 15 jr~ <br />