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1999-11-05_REVISION - M1988112
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1999-11-05_REVISION - M1988112
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Last modified
6/15/2021 11:44:39 AM
Creation date
11/21/2007 12:54:55 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
11/5/1999
Doc Name
BATTLE MTN RESOURCES INC SAN LUIS PROJECT PN M-88-112 PRELIMINARY WEST PIT COST ESTIMATE
From
BATTLE MTN RESOURCES INC
To
DMG
Type & Sequence
SI2
Media Type
D
Archive
No
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<br />Slurry Wall Installation: <br />A cost proposal for the installation of a slurry wall has been received from INQUIP <br />Associates, Inc. This cost proposal identifies estimated costs associated with installing <br />approximately a 1,000 foot long and 40 foot high and 3 foot thick slurry wall along the <br />eastern and southern perimeters of the West Pit. Estimated slurry wall installation costs <br />include: <br />Slurry wall installation costs <br />Slurry-till material supply <br />$226,000 <br />30,000 <br />(Extraneous from the cost proposal) <br />3,000 yd' @ $ ] 0/yd3 <br />Total Slurry Wall Installation Cost Estimate $256,000 <br />Alternative 1, Reduction Phase Active Water Treatment Cost Estimate: <br />Estimated volume of water required to be extracted to reverse the hydrologic <br />groundwater gradients from the Rito Seco Creek to the West Pit at 400 gallons per <br />minute (gpm). <br />70 days (400 gpm) (1440 minutes/day) = 40,320,000 gallons <br />An active treatment cost proposal received from Environmental Reclamation lnc. <br />during July 1999 identified an estimated cost of $9.43/1,000 gallons treated. This cost <br />estimate includes all labor, operating materials and equipment, and equipment <br />replacement costs associated with the active treatment system. <br />Estimated reduction phase active water treatment system costs: <br />40,320,000 gallons / 1,000 gallons x ($9.43/1,000 gallons treated) _ $380,218 <br />Alternative 2, Annual Maintenance Phase Water Treatment and Enhanced Evaporation <br />Cost Estimate: <br />Annual management of the West Pit groundwater would be conducted using two <br />operating technologies through the course of the calendar year..During the annual period <br />it is anticipated that the active water treatment system would be operated 7 months of the <br />year (winter months) at approximately 40 to 50 gpm with the installation of the slurry <br />wall. For purposes of the estimate an average Flow rate of 45 gpm was used. <br />Estimated groundwater volume to be treated during 7-month (212 day) period <br />(212 days) (45 gpm) (1440 minutes/day) = 13.737,600 gallons <br />
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