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REV102543
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REV102543
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Entry Properties
Last modified
8/25/2016 1:13:12 AM
Creation date
11/22/2007 12:56:24 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
5/11/2000
Doc Name
RESPONSE TO DMG 4/26/2000 TR26 CORRESPONDENCE BMRI SAN LUIS PROJECT PN M-88-112
From
BATTLE MOUNTAIN GOLD CO
To
DMG
Type & Sequence
TR26
Media Type
D
Archive
No
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1 <br />Well location and completion information for the additional groundwater monitoring wells in <br />1 ~j~ <br />the Pink Gneiss Pit will be submitted to DMG by May 26, 2000. <br />1 <br />Comment: <br />' 2. Need an update report regazding: the status of the Evaporation system,~the 12 month <br />operation of the nano-filtration system, and the backup system to the ano-filtration <br />' system when it is down for repairs and/or maintenance (in order to maintain the <br />backfill water level at 8580 feet msl). Submit the report to the Division by May 26, <br />2000. <br />t Response: <br />' The evaporation system was commissioned in July 1999 and was decommissioned April <br />' 2000. BMRI proposes to keep the water treatment facility on-line for the balance of the TR- <br />026 water ma~ me ent plan. The enhanced evaporation system was designed to operate <br />' optimally with a backfill extraction rate of approximately 110 gallons per minute (gpm). Due <br />to the time required [o appropriately tune the water treatment system, the current groundwater <br />' pumping rate from the backfill required to maintain the water level elevation at8580 feet msl <br />greater than the design rate, which probably reflects continued dewatering c~f the backfill <br />' material. Thus, continued operation of the water treatment facility will ensiure continued <br />maintenance of the TR-026 water management plan objectives. <br />' The backup system for the water treatment facility consists of two options. 'I~he final water <br />' treatment system has been designed and constructed with multiple redundan~es to provide <br />system backup and to ensure operational consistency for the TR-026 wate>f management <br />' objectives. The treatment system is comprised of a series of components such hat individual <br />components can be taken off-line for maintenance, repair or replacement, wh~le the overall <br />' system continues to treat and dischazge the required effluent volumes. Those component <br />' redundancies include providing in-line, in-place dual insta(lations~- of a~l mechanical <br />components which could create considerable down-time exposures. Suc~ components <br />' include all pumps, membrane-separation equipment, and reagent mixers. The existing ponds <br /> <br />Brttrle Mountain Resources lnc. <br />2 <br />Mny S. 1000 <br />
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