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REV06814
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REV06814
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Entry Properties
Last modified
8/25/2016 1:07:49 AM
Creation date
11/21/2007 9:37:07 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1984041
IBM Index Class Name
Revision
Doc Date
4/18/1990
Doc Name
REVIEW OF HYDROLOGIC ADEQUACY RESPONSE AMENDMENT 1 EAGLE-GYPSUM MINE FN M-84-041
From
MLRD
To
GREGG R SQUIRE
Type & Sequence
AM2
Media Type
D
Archive
No
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Gregg R. Squire - 2 - April 18, 1990 <br />c. As-built drawings of each structure should be provided within <br />60 days of completion of construction. <br />d. The applicant is advised that storage of greater than 2 acre-foot <br />of water in each structure may require water rights and an <br />application for a "stock tank" with the State Engineer's office. <br />e. As these sediment control structures are considered point source <br />discharges, the applicant should contact the Water Quality Control <br />Division to obtain a discharge permit. A permit is required even <br />though discharges may be infrequent. <br />Exhibit E - Reclamation Plan <br />5. This comment concerned stability of the waste rock disposal facility. <br />The Division agrees in general with the discussion provided, however, a <br />concern remains on the channel stability at the edges of the fill where <br />the fill abuts against the natural hill slope. There will be a tendency <br />for runoff to cut into the fill because this material is fine-grained and <br />the slope has been steepened considerably over natural conditions. The <br />Division recommends a plan be submitted for insuring the channels along <br />the edges of the waste rock disposal area are stable at the time of final <br />reclamation. <br />6. The response on land application of sewage sludge is adequate. <br />7. The response on reclamation of the sediment ponds is adequate. <br />8. The response on reclamation of the haul road culvert locations is <br />adequate. <br />/ern <br />cc: Bruce Humphries <br />Steve Renner <br />6173E <br />
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