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1995-07-21_PERMIT FILE - M1995035 (3)
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1995-07-21_PERMIT FILE - M1995035 (3)
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Last modified
10/28/2024 5:06:01 PM
Creation date
11/20/2007 10:47:08 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1995035
IBM Index Class Name
Permit File
Doc Date
7/21/1995
Doc Name
RESPONSE TO RECLAMATION PERMIT APPLICATION CONSIDERATION
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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<br /> STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Depanment of Natural Resources <br />1313 Sherman Si., Room 21 S k <br /> <br />Denver, Colorado 80203 Il <br />~~ <br /> <br />Phone: (3031 866-3567 I <br />FAX: (3031832-8106 <br /> DEPARTMENT OF <br /> NATURAL <br /> RESOURCES _ <br /> Roy Romer <br />DATE: August 12, 1995 Governor <br /> WmesS Lochhead <br />TO: Gregg Squire Exec Wive Director <br /> Muhael B. long <br /> <br />FROM: Allen Sorenson Division Dueclur <br />RE: Reservoir Liner, Connell Resources, Inc., Wellington Downs Pit, <br />File No. M-95-035 <br />In the applicants adequacy response dated 8/3/95, it is stated that the <br />frequency of compaction testing for installation of the proposed clay <br />liner should be regulated by the State Engineer's Office (SEO). This <br />response is not acceptable under section 34-32-116(2) C.R.S. If the SEO <br />does specify testing frequencies different than those committed to in a <br />Reclamation Permit, then the operator would obviously be required to <br />comply with whichever frequency is more stringent, or could propose a <br />frequency that would satisfy both agencies. <br />I would recommend that the operator be required to complete the following <br />materials testing at the specified frequencies during installation of the <br />reservoir liner: <br />Type of test Frequency of testing Material <br /> in c.y placed specification <br />Sieve test 5000 90-100$ passing 3/4" <br /> 15-50$ passing X200 <br />Atterberg limits 5000 > 10 p.i. <br />Compaction 5000 <br />Moisture/Density 1000 w/in 3$ optimum <br /> moisture; > 95$ Max. <br /> dry density <br />The operator would be required to provide test results demonstrating <br />compliance with these specifications upon completion of any single phase <br />of reservoir liner installation. <br />
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