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1991-12-08_REVISION - C1981017
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1991-12-08_REVISION - C1981017
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Entry Properties
Last modified
1/19/2021 2:50:15 PM
Creation date
6/14/2012 12:55:09 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981017
IBM Index Class Name
REVISION
Doc Date
12/8/1991
Doc Name
Multiple Documents
Type & Sequence
TR20
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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A I <br /> STATE OF COLORADO <br /> MINED LAND RECLAMATION DIVISION of COO <br /> Department of Natural Resources <br /> 1313 Sherman St., Room 215 *,� <br /> Denver,CO 80203 * .� <br /> 303 866-3567 1876+ <br /> FAX 303 832-8106 _ <br /> Roy Romer, <br /> Governor <br /> Fred R Banta, <br /> Division Director <br /> August 7 1991 <br /> Ms . Diane Delaney <br /> Mid-Continent Resources , Incorporated <br /> 201 Centennial Street, Spite 406 <br /> Glenwood Springs , CO <br /> RE: Small Area Exemptions) / File No. C-81-017 <br /> Dear Ms. Delaney: <br /> The Division has reviewed the above noted TR Application. Our comments are <br /> listed below. <br /> 1 . In addition to the one revised application page which lists the <br /> small area exemption sites , the narrative justification of small <br /> area exemption status , description of sediment control measures , <br /> monitoring commitment and site diagrams with supporting <br /> calculations should be paginated or otherwise designated for <br /> inclusion in the permit document. <br /> 2. Proposed sediment control measures , such as earth berms , straw bale <br /> checks , etc . , lshould be depicted on the site diagrams . <br /> 3. For those sites where total containment berms are the proposed <br /> sediment control method, berm dimensions need to be specified, and <br /> calculations demonstrating that the berms would not be overtopped <br /> by the 10-year, 24-hour storm runoff event need to be be included <br /> (see MR-17 demonstration) . An acceptable alternative to the total <br /> containment berm approach would be the provision and maintenance of <br /> clean rock or gravel surfacing, in combination with filter fence or <br /> straw bale sediment checks , where feasible. The gravel surfacing <br /> approach might be preferable, due to the fact that containment <br />
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