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2011-08-23_REVISION - M1999006 (3)
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2011-08-23_REVISION - M1999006 (3)
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Last modified
6/16/2021 6:12:52 PM
Creation date
8/25/2011 1:25:00 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999006
IBM Index Class Name
REVISION
Doc Date
8/23/2011
Doc Name
FW Calculation
From
DRMS
To
Varra Companies, Inc.
Type & Sequence
TR3
Email Name
MAC
Media Type
D
Archive
No
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Description <br />Quantity <br />Submersible pump - 460v, 8 in. <br />1 <br />Suction pipe - 8 in. diam., 25 ft. <br />2 <br />Discharge pipe - 8 in. D., 25 ft. <br />2 <br />Pump operator <br />0 <br />PUMPING WORK <br />Task description: Dewatering Tract C <br />Kurtz Resource Recovery & Permit Action: Financial Warranty <br />Calculation Permit/Job #: M1999006 <br />Site: Land Devlpmnt Proj <br />PROJECT IDENTIFICATION <br />Task #: 010 State: Colorado <br />Date: 8/23/2011 County: Weld <br />User: MAC <br />Cost Breakdown: <br />Agency or organization name: DRMS <br />HOURLY EQUIPMENT COST <br />Make and Model: <br />Attachment 1: <br />Attachment 2: <br />Labor Unit 1: <br />Horsepower: <br />Shift Basis: 1 per day <br />Weight: 0.70 <br />(US Tons) <br />Ownership Cost /Hour: <br />Operating Cost/Hour: <br />Operator Cost/Hour: <br />Total Unit Cost/Hour: <br />PUMPING TIME <br />Unit cost: $0.000139 /Gallon <br />Abbreviation: None <br />Filename: M006 -010 <br />95 <br />$11.91 <br />$13.13 <br />$0.00 <br />$25.04 <br />Total Fleet Cost/Hour: $25.04 <br />Source of estimated volume: DRMS Estimate <br />Utilization % <br />NA <br />100 <br />NA <br />PUMPING QUANTITIES <br />Initial Pond Volume: 9,335,780.00 Conversion factor: 7.4805 <br />Final Pond Volume: 69,836,302.29 gallons <br />Total Pond Inflow Surface Unit inflow rate in <br />Area: 54,640 Sq. ft. gph/sq. ft.: 0.3516 <br />Total Pond Inflow Volume <br />per Hour: 19,211.42 gallons <br />Maximum Pump Capacity: 170,000 gph/pump <br />Estimated Suction Head: 30 feet <br />Estimated Discharge Head: 0 feet <br />Total Head: 30 feet <br />CPB Pump Capacity: 165,600 gph/pump <br />Site Altitude: 4,800 feet <br />Adjusted Pumping Capacity: 165,600 gph <br />Initial Unadjusted Pumping Time: 421.72 hours <br />Inflow during Initial Pumping: 8,101,780 gallons <br />Net Unadjusted Pumping Time: 470.64 Hours <br />Altitude Adjustment Factor: 1.0000 (3% rule) <br />Pump Efficiency Factor: 0.9167 (55 min./hr.) <br />Total Adjusted Pumping Time: 431.44 hours <br />JOB TIME AND COST <br />Total job time: <br />431.44 Hours <br />Total job cost: $10,803.00 <br />CIRCES Cost Estimating Software <br />
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