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GENERAL45528
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Last modified
8/24/2016 8:14:57 PM
Creation date
11/23/2007 1:55:05 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1983033
IBM Index Class Name
General Documents
Doc Date
12/20/2001
Doc Name
GEOTECHNICAL EVALUATION OF QUARRY WALLS WALSTRUM QUARRY AL FREI AND SONS INC PN M-1983-033
From
DMG
To
ENVIRONMENT INC
Media Type
D
Archive
No
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<br /> <br />JAN-09-01 TUE ]0.40 AM DMG DURRNGO FIELD OFFICE FAX N0. 970+247+5104 P, 02 <br />' ~~. ~, <br />i~~e~iv~l <br />JOHN F. ABEL, .,R. DEC 2 62000 370 LOOKOUT VIEW COURT <br />MINING ENGINEER GOLDEN, C060G01 <br />30127&d4D7 <br />Durango Field Ottioe Fnxz7sa~e3 <br />.1H.b~a~HOmo mm <br />Division of Minerals & Geologq <br />October 31, 2000 <br />Mr. 47arren 0. Wilcox jj(/_, <br />Gunnison Gravel {.jr ~ fL~~~l <br />P.0. Box 42 ~ ~,~f`ti <br />Gunnison, CO 81230 <br />Reference: Dickerson Quarry slope stability evaluation <br />Dear Warren: <br />The ;strength of the fresh granite and fracture set <br />orientations present in the Dickerson Quarry and the quarry <br />expansion geometry are generally favorable for the long term <br />stability of the planned overall 63° slope angles (2 vertical to I <br />horizontal) for the plan~ied expansion. Figure 1 presents the <br />planned quarry expansion. The only potentially adverse fracture <br />set strikes from N33°W to N38°W and dips from 20° to 38°NE. This <br />joint set is more westerly striking and steeper dipping where <br />exposed in the existing quarry and more northerly striking and <br />flatter dipping where exposed ir. outcrops c;. the west side cf the <br />property. It is recommended that the ultimate slope in the <br />southwest corner of the quarry be flattened to 45° in order to <br />assure the long term stability of the northeast facing 'section of <br />the ultimate quarry wall. <br />GEOLOGIC INPUT <br />Fresh granite is exposed on the west wall the existing <br />quarry. The existing quarry and the Dickerson property are shown <br />on Figure 2. The fresh granite forms an over 30-foot high <br />overhanging face at the base of the west highwall. The fresh <br />granite is overlain by 40 to 60 feet of weak decomposed granite <br />and capped with up to 10 feet of the West Elk volcanic breccia. <br />The breccia thins and disappears to the south and west across the <br />property. Figure 3a shows the decomposed granite sitA ng on the <br />overhanging fresh granite face, with a detached block of the <br />massive West El Y. breccia in the foreground. Figure 3a also shows <br />the northeast dip of the contact between the decomposed and fresh <br />granite. Figure 3b shows the slot bulldozed back approximately <br />100 feet westward into the decomposed granite and thin breccia <br />capping in the center of the present west quarry wall. Figure 3b <br />also indicates the thinning of the decomposed granite and West ElY. <br />
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