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REV93816
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REV93816
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Entry Properties
Last modified
8/25/2016 3:15:08 AM
Creation date
11/21/2007 11:35:07 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Revision
Doc Date
4/20/2001
Doc Name
DESERADO MINE PN C-81-018 TR-54 EAST PORTAL SEDIMENT CONTROL
From
DMG
To
BLUE MOUNTAIN ENERGY
Type & Sequence
TR54
Media Type
D
Archive
No
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~~ <br /> <br />. _ ,~ . . <br />STATE OF <br />~`' ; ~`~; III IIIIIIIII <br />COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Department of Na[ural Resources <br />1313 Sherman St., Room 215 <br />Denver, Colorado 80203 <br />Phone: (303) 866-3567 <br />FAX: (303) 832-8106 <br />April 20, 2001 <br />Scott Wanstedt <br />Blue Mountain Energy <br />3607 County Road 65 <br />Rangely, Colorado 81648 <br />RE: Deserado Mine (Permit No. C-81-018) <br />Technical Revision No. 54 (TR-54) <br />East Portal Sediment Control <br />Dear Mr. Wanstedt: <br />DIVISION O F <br />MINERALS <br />GEOLOGY <br />RECLAMATION <br />MINING•SAFETY <br />Rgl o~ <br />Governor <br />Greg E. Walther <br />Executive Director <br />Michael R. Long <br />Division Director <br />The Division has reviewed Blue Mountain Energy Int.'s (BME's) TR-54 submittal for the East Portal <br />Area Reclamation, including the February 8, 2001 response letter and revised design. Our review <br />letter dated November 22, 2000, included Comment 7d, which states the following. <br />It is noted that a number of riprapped permanent drainages proposed in the previous <br />submittal have been eliminated. Given the extent of steep slopes above the disturbed <br />area, and the presence of several ephemeral drainages in the pre-mining topography, <br />the provision for installation of stable drainages in locations of anticipated <br />concentrated flow would appear to be warranted. Please address this concern and <br />provide appropriate designs. Areas of potential concern would include the steep <br />upper section of the drainage Swale feature, the primary drainage tributary to the <br />Swale, and certain locations along the reclaimed access road which intersect steep <br />drainage chutes. Permanent channels designed to convey concentrated upland <br />(native) flow across the reclaimed site will need to be designed, constructed, and <br />maintained to prevent additional contributions of suspended solids to Scullion Gulch. <br />BME responded with a revised design which includes a pond and silt fence for treating runoff from <br />the primary drainage and Swale feature, and a berm with filter fabric outlets for two locations along <br />the reclaimed road. Two large areas along the reclaimed road have no provisions for controlling or <br />preventing erosion ,siltation, and contribution of sediment to Scullion Gulch below the reclamation. <br />It is our determination that the silt fence structure on the primary drainage would be ineffective, given <br />the anticipated volume of sediment and concentrated flow from intense storm events. Sediment <br />control measures will be necessary for the road sections for which no sediment controls are currently <br />specified. <br />
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