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PERMFILE45871
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PERMFILE45871
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Last modified
8/24/2016 10:48:11 PM
Creation date
11/20/2007 12:30:49 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
m2004044
IBM Index Class Name
Permit File
Doc Date
6/15/2004
Doc Name
Application Part 3 - Gravel Mine Slope Stability Analysis
From
Aggregate Industries - WCR Inc.
To
DMG
Media Type
D
Archive
No
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TETRATECH RMC <br />GEOLOGY <br />Mr. Mike Refer <br />May 12, 2004 <br />Page 2 <br />The mine site is located in the alluvial valley of the South Platte River. Geologic mapping at the site <br />(Smith, et al., 1972)t indicates the mine is on the recent alluvial terrace of the South Platte River. <br />Geologic mapping site by Trimble and Machette (1979)Z indicates this terrace corresponds with the <br />Piney Creek and Post Piney Creek Alluvium. The mapping also indicates that the bedrock <br />underlying the alluvium is most likely claystone and sandstone of the Arapahoe formation. Detailed <br />mapping based on drill logs (VanSlyke, et al, 1988)3 also indicates that the underlying bedrock is <br />the Arapahoe Formation. <br />Data for these analyses was extracted from 77 exploratory borings drilled at the site by ADCO <br />Consultants and 53 exploratory borings drilled at the site by Tetra Tech RMC. The logs indicate <br />that the general subsurface profile consists of approximately one to 10 feet (three feet typical) of <br />silty sand overburden overlying approximately five to 46 feet (23 feet typical) of sand and gravel on <br />top of claystone bedrock. The total thickness of the alluvial deposit encountered in the borings <br />ranges from approximately four to 50 feet (30 feet typical). Groundwater depths in the mine area at <br />the time of drilling ranged from approximately eight to 12 feet below the ground surface, but are <br />expected to be higher during irrigation and periods of higher runoff. <br />Typically, the sand and gravel will form most of the mine slope. These soils aze generally strong <br />and stable, particularly when dewatered. The Tucson Gravel Mine adjacent to this site to the north <br />has nearly vertical walls. The presence of a mud lens within the gravel in parts of the site represents <br />a weaker zone and has been included in the calculations below. <br />STRUCTURES WITH 200 FEET OF DISTURBED AREAS <br />The known, permanent, man-made structures within 200 feet of the proposed mine area are listed <br />below: <br />- Tucson Road, including pavement and utilities <br />- Highway 7 (160th Avenue) ,including pavement and utilities <br />- Buildings at northeast comer of west cell <br />- Gas well, tank, and pipeline at west side of west cell <br />- Power poles along the west side of the west cell <br />- Brighton Ditch along the west side of the west cell <br />- Brighton Retum Ditch along the south end of the southwest cell <br />- Gravel road on west side of southwest cell <br />Smith, Schneider, and Petri, 1967, "Groundwater, South Platte River Basin," USGS Water Supply Paper 1658. <br />Trimble &Machette, 1979, "Geologic Map ojtbe Greater Denver Area, Front Range Urban Corridor, Colorado," USGS <br />Map I-856-H. <br />VanSlyke, Romero, Momveo, and Wacinski, 1988, "Geologic St/vcmre, Sandstone/Sibstone fso[ith, and Location ojNon- <br />Tributary Ground Water for the Arapahoe Aquifer, Denver Basin, Colorado," DBA-3, Colorado Division of Water <br />Resources. <br />
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