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APPCOR10427
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APPCOR10427
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Last modified
8/24/2016 6:26:49 PM
Creation date
11/19/2007 2:10:27 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981032
IBM Index Class Name
Application Correspondence
Doc Date
7/31/1980
Doc Name
RIENAU 2 COAL MINES APPLICATION FOR SUB MAIN EXTENSION BENEATH CURTIS CREEK
From
MLR
To
JIM HERRON
Media Type
D
Archive
No
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~' <br />STPTE Or' COLOgArJO 4iCNngl1 U. I A•dM. !. ~v r ^ III III III IIIIIII III <br />D EPARTMENi OF NATURAL RESOURCES <br />Harris D. Sherman. Executive D~~ecior 999 <br />1V11N>JU LAND NE(:LAMA'I'lON <br />423 Centennial Building, 1313 Sherman Street <br />Denver. Colorado 60203 Tel. (303) 839-3567 <br />David C. Shelton <br />Director <br />July 31, 1980 <br />TO: Jim Herron l \ <br />r `~ <br />FROM: Jim Pendleton //•~- ` `""~ <br />i <br />RE: Rienau No. 2~~COaZ M' e's Application for Sub-Main Extension Beneath <br />Curtis Cre <br />I have reviewed Northern Coal Company's additional analysis of line,~ment <br />occurance and its implication for their planned undermining of Cur*i z: <br />Creek. I now agree that tteir hypothesis that "linkage or communication <br />with adjacent strata such that the potential drainage or depletion. of <br />Curtis Creek from subsidence or groundwater movement along fractures <br />and=joints, is unlikely or wou ld be minimal" (ref. pg, 4, letter from t Q~ <br />F <br />Shaeffer and Curske dated July 25, 1980). ~~~I~;~ <br />'\ <br />~ ~ <br />As I expressed in my memo of July 18, 1980, in approving the advancement tt~~jtt~ <br />of sub-mains beneath Curtis Creek, I recommend that we include the following p~ ti`~~~' <br />stipulations: nr~ k <br />1) A detailed plan for the sub-main advancement be prepared and submitted ..1Xw` <br />by the applicant detailing the location of sub-mains, dimensions and _\\ <br />methods of advance. <br />2) A single sub-main be advanced and monitored completely. <br />3) All appropriate adjacent groundwater wells be monitored on at least <br />a daily basis, preferably continuously recorded. Groundwater wEll <br />monitoring should cormnence several weeks prior to the advancement <br />of the initial sub-main and should continue until equilibrium is <br />achieved, following the advancement. <br />9) An additional surface flaw gauging station should be installed upstream from <br />the proposed sub-main location. This station in combination with the <br />existing station immediately downstream from the Rienau N2 should be <br />continuously recorded commencing several weeks prior to excavation <br />and continuing until equilibrium has been achieved. 1~ <br />n ~ ~~~ P, <br />-~` W ~ P~ <br />
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