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2023-08-31_ENFORCEMENT - M1982121
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2023-08-31_ENFORCEMENT - M1982121
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Last modified
9/18/2023 1:32:44 PM
Creation date
9/18/2023 11:54:44 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1982121
IBM Index Class Name
Enforcement
Doc Date
8/31/2023
Doc Name
Rock Failure Analysis and Stability Report
From
RMR Aggregates, Inc.
To
DRMS
Email Name
ACY
THM
Media Type
D
Archive
No
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WL D UFF RMR Aggregates, Inc. <br /> U N ❑ E R G R 0 U N C Rock Failure Analyses and Stabilization Report <br /> ENGIN E E R I N G,INC Mid Continent Limestone Quarry <br /> 1. PROJECT BACKGROUND <br /> 1.1. GENERAL DESCRIPTION <br /> A headwall ground event occurred on the West Wall of the Mid Continent Limestone Quarry (Figure <br /> 1) on January 18, 2023. Mr. Robert Wagner of RMR Aggregates, Inc. (RMRA) reached out to Kilduff <br /> Underground Engineering, Inc. (KUE) the following day to discuss the potential causes of failure. KUE <br /> Principal Geologist Sean Sundermann, PG, CEG and Senior Construction Specialist Jim Johnson <br /> performed a site walk of the site on January 26, 2023 with RMRA staff to evaluate the current <br /> condition the slope and initial assessment of the root cause of the event. At that time a general scope <br /> of work was developed to evaluate the geotechnical factors that led to the West highwall ground <br /> event and to assess the long-term stability of the West and East sides of the highwall in its current <br /> state. This report is the program deliverable that delivers on the following scope of work items: <br /> • Description of findings from multiple site reconnaissances; <br /> • Kinematic analyses of failure modes; <br /> • Long Term Steady-State stability analysis; <br /> • Rockfall modeling; <br /> • Rockfall mitigation recommendations for current configuration; <br /> • Geotechnical input to long-term stabilization plan; and <br /> • Mechanical stabilization scheme. <br /> Results and findings of the above scope of work are summarized in the report sections below. Photos, <br /> field measurements, and model runs from multiple analyses are provided in the attached appendices: <br /> Appendix A—2023 Field Photographs <br /> Appendix B— Discontinuity and Structure Measurements <br /> Appendix C— Kinematic Analyses <br /> Appendix D— Planar Failure <br /> Appendix E— Rockfall Modeling <br /> Appendix F—July 2023 West Face Field Photographs <br /> Appendix G—Active Stabilization Design <br /> 1.2. REGIONAL AND QUARRY GEOLOGY <br /> The quarry lies primarily within the Mississippian-age Leadville Limestone, a very fossiliferous, <br /> massive, coarse to finely crystalline limestone and dolomite formation, as mapped by the Colorado <br /> Geological Survey (Kirkham et al., 20081). The unit is described by Kirkham et al. as 200 feet thick in <br /> the site area. The Leadville Limestone formation consists of gray to bluish-gray, coarse to finely <br /> crystalline limestone underlain by Dolomitic limestone with 20 feet to 30 feet of varying amounts of <br /> sand expected in the basal unit. Underlying the Leadville Limestone is the Upper Devonian-age <br /> 1 Kirkham, R., Streufert, R., Cappa,J.,Shaw,C.,Allen,J.,and J.Jones,2008, Geologic map of the Glenwood Springs quadrangle, <br /> Garfield County,Colorado;Colorado Geological Survey, Map Series 38,scale 1:24,000. <br /> Page 1 <br /> 535 16th STREET,SUITE 620 1 DENVER,CO 80202 1 (303)732-3692 1 WWW.KILDUFFUNDERGROUND.COM <br />
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