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REV11019
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REV11019
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Entry Properties
Last modified
8/25/2016 1:22:00 AM
Creation date
11/21/2007 10:19:04 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1974004
IBM Index Class Name
Revision
Doc Date
1/14/1994
Doc Name
QUARRY WALL STABILITY TR -001 MOBILE PREMIX SPECIFICATION AGGREGATE QUARRY FN M-77-004
From
DMG
To
BILL YORKFEIRN
Type & Sequence
TR1
Media Type
D
Archive
No
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• <br />its iiiriiiii~~~i iii • <br />STATE OF COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Departrtmm of Natural Resources <br />1 ] 13 Sherman St ,Room 215 <br />Denver, CO 80203 <br />Phone: 00)1 8663567 <br />FAX: 0071872-8106 <br />DATE: January 14, 1994 <br />TO: Bill York-Feirn <br />FROM: Allen Sorenson ~~ <br />OF <br />~~ <br />~~ <br />~ /~46 ~ <br />Roy Romer <br />Governor <br />Michael R. Long <br />Division Director <br />RE: Quarry Wall Stability, Technical Revision TR-001, Mobile <br />Fremix, Specification Aggregate quarry, File No. M-77-004 <br />Please refer to the attached sketch for an illustration defining <br />the nomenclature used in this memorandum. <br />Information contained in both the 1981 and 1994 report:3 prepared <br />for Mobile Premix by Robert Merrill give general operating <br />parameters related to slope stability at the Spec-Ag Qu<Irry. The <br />operator should commit to specific pit wall parameters e77forceable <br />by the Division. Based on review of the Merrill reports, the <br />following parameters would currently be appropriate: <br />Quarry Wall West North South <br />Controlling N-S strike E-W strike E-W strike <br />Structure 60° E dip 45° S dip 65° N d.ip <br />Max. Bench 40 feet 40 feet 40 feet. <br />Height <br />Min. Catch 15 feet 15 feet 15 feet <br />Bench width <br />Max. Bench- 60 degrees 45 degrees 65 degrees <br />Face Angle <br />In the portion of TR-001 signed by John Hickman, it is ste-ted that <br />Mobile Premix has made "close observations at the quarry of the <br />variations in rock types, joints, and fractures associated with a <br />metamorphic rock of this type". Since this type of continual <br />observation of the structural geology of the pit walls is critical <br />to ensure pit wall stability, the Division will require the <br />operator to create a separate section in each annual reclamation <br />report that will include data and narrative to disseminate <br />information gathered through observations and measurements. related <br />to structural geology in the pit walls. Mobile Premi:c should <br />undertake a mapping program at least annually to mea::ure the <br />orientation, character (roughness, openness, in-filling), <br />
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