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1998-01-10_REVISION - M1988112
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1998-01-10_REVISION - M1988112
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Entry Properties
Last modified
6/21/2021 10:19:26 AM
Creation date
11/21/2007 1:03:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
1/10/1998
Doc Name
SAN LUIS PROJECT PERMIT AMENDMENT ADEQUACY RESPONSES M-88-112
From
STEFFEN ROBERTSON & KIRSTEN
To
MLRD
Type & Sequence
AM1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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<br /> <br /> <br /> <br />1 <br />L <br /> <br /> <br />1 <br />1 <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br />BATTLE MOUNTAIN RESOURCES, SAN LUIS PROJECT <br />CMLRD ADEQUACY LETTER RESPONSES <br />Page 23 of 28 <br />41. In order to encourage drainage from the reclaimed surface of the <br />facility, a grade in excess of 0.5% should be created. We recommend <br />that a I.5% grade be established. This grade would facilitate the <br />removal of water from the surface of the facility in a non-erosive <br />manner, while minimizing the potential for ponding and infiltration <br />to occur. <br />RESPONSE: Under the current design, discharge velocities resulting from the <br />100-yr, 24-hr storm range from three to four fps across the tailings <br />surface. Under these conditions, the flows are subcritical in nature <br />and stabilization by revegetation is anticipated to be sufficient <br />minimize erosion of the tailings surface. <br />Increasing the surface gradients to 1.5 percent would create <br />supercritical discharge velocities approaching 10 fps during the 100- <br />yr event. Under these conditions, erosion of the tailings surface <br />would be accelerated. <br />During the flow events erosion will be controlled by armared low flow <br />trickle channels. The channels are described in Item 42. <br />42. No post-mine channels have been proposed for the top of the reclaimed <br />tailings other than those resulting from final deposition as shown <br />on Figure F-3. Flow paths will approximate the pre-minieg condition <br />as noted. A significant reduction in channel slope will occur between <br />pre- and post-mine conditions. Although the reduction in slope will <br />tend to reduce the potential for erosion, it will not ai~leviate the <br />potential as stated on page E-6. The broad flow zones (channels) <br />created on the tailings surface and shallow slopes will result in <br />low velocities during flood conditions. However, during smaller <br />runoff events, channelized flow from upstream areas may tend to cut <br />a channel through the topsoil which has been respread on the <br />tailings. It may be advisable to direct this flow in a constructed <br />low-flow trickle channel rather than allow the topsoil to be eroded <br />away in finding its preferred path. please address that stability <br />of these channels and any channel bottom treatment required for 1ow- <br />flow conditions. <br />RESPONSE: In order to reduce erosion of the tailings surface during low flow <br />events and to prevent stream channel meandering, low flow channels <br />will be created on the surface of the tailings impoundment. <br />An analysis of runoff resulting from the 2-yr, 24-hr storm, which <br />produces 1.4 inches of rainfall, was performed using the computer <br />program WASHED. The analysis indicates that inflows from areas <br />peripheral to the tailings impoundment are negligible during this <br />event. However, direct precipitation produces a peak discharge of <br />53 cfs at the reclamation spillway. <br /> <br />
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