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GENERAL53995
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Entry Properties
Last modified
8/24/2016 8:39:22 PM
Creation date
11/23/2007 9:08:38 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
General Documents
Doc Date
9/16/1996
Doc Name
CRESSON PROJECT PERMIT M-80-244 PROCEDURES AND MATERIALS FOR 1996 CONSTRUCTION DRAIN COVER FILL THIC
From
CRIPPLE CREEK & VICTOR GOLD MINING CO
To
DNR
Media Type
D
Archive
No
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<br />• i III IIIIIIIIIIIII III <br />999 <br />Cripple Creek & Victor Gold Mining Company <br />C C A Joint Venture -Pikes Peak Mining Company, Manager <br />~T~ Operations Office Englewood Office <br />~X.~ P.O. Boz 191, 2755 State Highway 67 P.O. Box 5078, 5251 DTC Parkway, Suite 700 <br />Vdor, CO 80860 Englewood, CO 80155 <br />(719) 689-2977 • FAX (719) 689-3254 (303) 889-0700 • FAX (303) 889-0707 <br />September 12, 1996 <br />SENT BY FACSIMILE AND CERTIFIED RETURN RECEIPT REQUESTED <br />Mr. Berhan Keffelew <br />Environmental Protection Specialist <br />Colorado Department of Natural Resources <br />Division of Mines and Geology <br />Office of Mined Land Reclamation <br />1313 Sherman Street, Room 215 <br />Denver, Colorado 80203 <br />,_ r ,~ <br />~~' ~ 6 1996 <br /> <br />Reference: Cresson Project; Permit M-80-244: Procedures and Materials For 1996 <br />Construction. Drain Cover Fill Thickness on Roads Used By Contractor's Haul <br />Trucks. <br />Dear Mr. Keffelew: <br />The Cripple Creek & Victor Gold Mining Company ("CC&V") has considered the review <br />comments dated September 11, 1996 that address the referenced subject and which you kindly <br />transmitted this morning. CC&V appreciates the information. <br />In response and in view of the need to initiate the measures now, CC&V can accept the six (6) <br />provisions listed in the September 11, 1996 memorandum you forwarded this morning. <br />Specifically, these six provisions might reduce to five (5) and call for: <br />1. Use of 45 inches of either Drain Cover Fill or Low Volume Solution Collection <br />System Fill for the haul routes used by the contractor's truck-tractor side dump units. <br />(This is an increase of three inches over the 42 inches proposed by CC&V in its letter <br />of August 26, 1996.) <br />2. The 45 inch thickness is to be maintained, especially in wet weather when hauling <br />is to be suspended to allow adding material to the road should rutting under saturated <br />conditions cause there to be less than 45 inches in the roadway. <br />3. When operating on less than a 5 foot-thick roadway, the loaded side dump units are <br />not to execute turns of a diameter less than We length of the tractor-trailer unit. Once <br />unloaded, the turn radius may decrease. <br />4. When operating on roadways of less than 5 feet thickness of roadway, the tractor- <br />trailer unit shall not brake abruptly. <br />
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