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2019-08-29_PERMIT FILE - M2019028 (3)
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2019-08-29_PERMIT FILE - M2019028 (3)
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Last modified
1/18/2025 4:08:54 AM
Creation date
8/30/2019 11:33:34 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2019028
IBM Index Class Name
PERMIT FILE
Doc Date
8/29/2019
Doc Name
Adequacy Review Response
From
J&T Consulting
To
DRMS
Email Name
AME
Media Type
D
Archive
No
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Affected Acreage Mining Plan <br /> Area acres <br /> Mined Area 189.60 <br /> Access Roads 21.56 <br /> Disturbed Land 16.36 <br /> TOTAL 227.52 <br /> Various setbacks from adjacent roads, adjacent structures, and oil and gas infrastructure will be <br /> maintained as mining occurs. All setbacks specified in the surface use agreements with the <br /> oil/gas companies will be followed. The final executed agreements are expected to be obtained <br /> in the near future and will be forwarded to the Division when they are available. A minimum 200 <br /> foot setback from any existing oil/gas facility will be maintained until that time. See Exhibit C, <br /> Mining Plan Map, and the Slope Stability Report for the mining limit configuration and <br /> information on setbacks and their locations. <br /> Products <br /> Sand and gravel will be the primary product produced from the DPG Mining site. The principal <br /> intended use for the sand and gravel is for road base and construction aggregates. <br /> Subsurface drilling and testing have verified that the DPG Mining site property contains a <br /> significant commercial deposit of sand and gravel. The depth of interbedded sandy clays and <br /> clayey to silty sands at the surface range from 3 to 12 feet. The thickness of the aggregate <br /> material ranges from 67 to 102 feet where bedrock contact occurs. <br /> Mining Methods <br /> The deposit will be dry mined and a slurry wall will be constructed around the perimeter of the <br /> mining area for Phase 1. Phase 2, 3, 4, and 5 will not be opened until the slurry wall is <br /> constructed around each phase prior to mining each phase. Design specifications for the slurry <br /> wall and quality control procedures used during construction will ensure that the reclaimed <br /> reservoir meets State Engineer's Office (SEO) performance standards. Dewatering trenches will <br /> be excavated around the perimeter of each mining area in Phases 1 — 5 prior to mining <br /> operations commencing. The depth of the ditches will vary as the mining progresses deeper into <br /> the alluvium in order to maintain the groundwater level below the active mining bottom surface, <br /> and therefore minimize the exposed groundwater surface area. The dewatering ditches will flow <br /> to a collection pond, from which the water will be pumped into a ditch, which traverses the <br /> mining phases and eventually discharged into the Cache La Poudre River. <br /> The equipment and facilities may include, but are not limited to the following: <br /> Processing Equipment <br /> Screens, crusher, conveyors, stackers, and other miscellaneous processing equipment. <br /> Earth Moving Equipment <br /> Dozers, loaders, scrapers, excavators, and compactors will be used for mining and earth <br /> moving operations. <br /> • JET Consulting,Inc. J-2 Contracting Company <br /> �' DPG Mining Site <br /> DRMS 112 Permit Application <br />
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