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CIRCES Cost Estimating Software <br />PUMPING WORK <br />PROJECT IDENTIFICATION <br />Task no 002 State Colorado Permit/job no M -1999 -006 <br />Date 1110312009 County Weld Abtxeinabon crone <br />User MAC Site Kurtz Resource Recovery f=ilename M006 -002 <br />Agency or organization name ORMS <br />Permit or other lob action 19ond EsImnate <br />Task description Dewatledng Basin A <br />HOURLY EQUIPMENT COST <br />PUMPING QUANTITIES <br />Initial pond Conversion <br />volume 1.475,096, 72700 gallons factor <br />Plata <br />-- — -- Quantity Source <br />I (user) <br />0 NA <br />0 NA <br />— - – 0 NA — <br />.lob shift basis 3 per day <br />Horsepower 70 <br />Weight (UST) 1 95 <br />Total fleet cost/hour $7.02 <br />rrr� <br />Total pond inflow Surface Unit inflow rate ir <br />area NA sq If gph/sq ft NA <br />source of volume estimate Revised Rectamation Eshmate <br />PUMPING TIME <br />Maximum pump capacity <br />Estimated suction head <br />Estimated discharge heart <br />Total head <br />CPB pump capacity <br />Site altitude <br />Inflow as % of pond volume <br />JOB TIME AND COST <br />Final pond <br />volume 1,475,096,727 gallons <br />total pond inflow volume <br />per hour 000 9ph <br />70 <br />IDescnption <br />_ <br />Pump <br />iCenbr/ugal pump - 200M. 10 in <br />nitiai unadjusted pumping time <br />15 <br />feet <br />Suction hoseAfA <br />15 <br />feet <br />Discharge hose <br />DIVA <br />gphlpump <br />laboriJA <br />4 800 <br />feet <br />Cost Breakdown- <br />NA <br />Job Will atton <br />ownership cost/hour <br />$0.00 <br />NA <br />Operating cost/hour <br />$702 <br />100 <br />Operator cost/hour <br />_ $000 <br />NA <br />Total cost/hour <br />$702 <br />PUMPING QUANTITIES <br />Initial pond Conversion <br />volume 1.475,096, 72700 gallons factor <br />Plata <br />-- — -- Quantity Source <br />I (user) <br />0 NA <br />0 NA <br />— - – 0 NA — <br />.lob shift basis 3 per day <br />Horsepower 70 <br />Weight (UST) 1 95 <br />Total fleet cost/hour $7.02 <br />rrr� <br />Total pond inflow Surface Unit inflow rate ir <br />area NA sq If gph/sq ft NA <br />source of volume estimate Revised Rectamation Eshmate <br />PUMPING TIME <br />Maximum pump capacity <br />Estimated suction head <br />Estimated discharge heart <br />Total head <br />CPB pump capacity <br />Site altitude <br />Inflow as % of pond volume <br />JOB TIME AND COST <br />Final pond <br />volume 1,475,096,727 gallons <br />total pond inflow volume <br />per hour 000 9ph <br />70 <br />gphlpump <br />i Adjusted pumping capacity <br />0 <br />feet <br />nitiai unadjusted pumping time <br />15 <br />feet <br />inflow dunng initial pumpuiq <br />15 <br />feet <br />Net unadjusted pumping time <br />300.000 <br />gphlpump <br />Attitude adjustment factor <br />4 800 <br />feet <br />Pump efficiency factor <br />NA <br />°io <br />Total adjusted pumping time <br />Unit cost $0 000023 per gallon <br />Total lob Urne <br />Total lob cost <br />300.000 <br />4 916 99 <br />0 <br />4,91699 <br />10000 <br />10000 <br />4,91699 <br />4916.99 <br />$34.517 <br />gph <br />hours <br />gallons <br />hour% <br />((jser data) <br />(user data) <br />hours <br />hours <br />