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PERMFILE46851
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PERMFILE46851
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Last modified
8/24/2016 10:48:57 PM
Creation date
11/20/2007 12:57:07 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1985112
IBM Index Class Name
Permit File
Doc Date
8/13/1985
Doc Name
ED LOLOFF CONST INC -FN M-85-112
From
NELSON ENGINEERS
To
MLRD
Media Type
D
Archive
No
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<br />James B. McArdle <br />Sr. Reclamation Specialist <br />Mined Land Reclamation Division ~ <br />August 13, 1985 ' <br />Page Three <br />I <br />At no point in the life of the mine will here be a <br />shortage of topsoil to cover the disturbed areas, <br />since more area will be stripped than will need <br />resoiling. Embankment resoiling will occu <br />concurrent with mining. Topsoil stockpile at <br />depths of 18 to 24 inches in buffer zones ill <br />provide extra topsoil should an unexpected need <br />arise. <br />6. An application for zone change and Special~USe <br />Permit was filed with Weld County in May o this <br />year. Final county approval will be given by the <br />County Commissioners; no date is yet avail~ble for <br />their consideration of the application. <br />7. The outer embankment of the pit will be ex avated so <br />as to leave a 3:1 slope from at least five feet <br />above the waterline to ten feet below. Th <br />reclamation plan has been revised to show his <br />excavation slope. No backfilling will be equired <br />for reclamation. (Please see revised reel mation <br />plan sheet). <br />8. The shoreline will be excavated to the pro er slope, <br />and not require backfilling. (Please see evised <br />drawing). <br />B. Exhibit E - Reclamation Plan <br />1. The use of the word "dike" in the application was <br />inappropriate, inthat dikes can serve as s all dams, <br />restraining a hydraulic head, and must be esigned <br />for safety against rupture. The ultimate and will <br />be surrounded by a resoiled, revegetated a bankment. <br />The top of this embankment will taper into the <br />grade of the surrounding land. The water urface <br />will match the level of the local water to le. <br />There is no possibility of rupture for sue a <br />structure. Embankment sections are shown n the <br />Reclamation Plan. (Please see revised dra ing). <br />2. The operator will excavate the outer emban ment <br />slopes to the proper slope. (Please see r wised <br />drawing). No backfilling will be required. <br />Resoiling will occur above the waterline. ' <br />
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