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2015-01-16_PERMIT FILE - M2015001 (2)
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2015-01-16_PERMIT FILE - M2015001 (2)
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Last modified
8/24/2016 5:56:40 PM
Creation date
1/20/2015 8:58:30 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2015001
IBM Index Class Name
Permit File
Doc Date
1/16/2015
Doc Name
New 112c Application- Pt. 2- Exs. Q -to- End.
From
Crossfire Aggregate Services, LLC
To
DRMS
Email Name
GRM
RCO
Media Type
D
Archive
No
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GEOTECHNICAL EVALUATION <br /> CROSSFIRE BONDS GRAVEL PIT <br /> BONDAD,COLORADO <br /> JOB NO. 3124JS057 <br /> 1.0 PURPOSE <br /> This report contains the results of our geotechnical evaluation for the development of a gravel pit <br /> in Bondad, Colorado. The purpose of these services is to provide information and discussion <br /> regarding: <br /> • the potential impact of geologic hazards on the proposed improvements and development <br /> area <br /> • the potential impact of mining or reclamation operations on geologic hazards within or in <br /> the vicinity of the development area <br /> • evaluation of maximum allowable slope heights and angles for short-term and long-term <br /> conditions for cut and fill operations that may occur on the project site, and the potential <br /> impact of the slopes on nearby improvements <br /> • recommendations for reducing potential for off-site impacts due to mining operations <br /> The results of the field exploration and the field and laboratory testing programs are presented in <br /> the Appendices. <br /> 2.0 PROJECT DESCRIPTION <br /> The development is located on the west side of County Road 213, near the intersection of County <br /> Road 213 and Highway 550. The location of the proposed gravel pit is shown on the attached Site <br /> Location Map (Figure 1). The limits of the proposed gravel pit area are shown on the attached Site <br /> Plan (Figure 2). <br /> The project is currently in its preliminary design stage and therefore details regarding the <br /> anticipated excavation depths, stockpile locations, and proposed improvements were not available. <br /> It is understood that the clay overburden will be removed to expose the underlying granular <br /> deposits (sand, gravel, cobbles and boulders), and stockpiled on-site for future use as backfill. The <br /> granular deposits will be mined, processed on-site, and transported for use off-site. The <br /> excavations to mine the granular deposits are expected to extend to the top of the sandstone <br /> bedrock. The mined area will then be reclaimed by backfilling the excavations created by mining <br /> operations with the clay overburden. <br /> 1 <br />
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