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PERMFILE115678
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PERMFILE115678
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Entry Properties
Last modified
8/24/2016 10:11:39 PM
Creation date
11/25/2007 1:10:24 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2001016
IBM Index Class Name
Permit File
Doc Date
3/7/2001
Doc Name
Stability Analysis for Adjacent Permanent Man-Made Structures
From
Rocky Mountain Consultants
To
Aggregate Industries
Section_Exhibit Name
EXH S
Media Type
D
Archive
No
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<br />Mr. Norm Roche <br />Match 7, 2001 <br />Page 2 <br />SITE GEOLOGY <br />~~ <br />Inc <br />In the mine area, bedrock units dip gently east-southeastward away from the Rocky Mountain Front <br />Range into the Denver Basin. Regional geologic mapping (Colton, 1978) indicates the near surface <br />bedrock at the mine is most likely claystone of the upper shale member of the Pierre Shale. The <br />mapping indicates that at the mine, bedrock is overlain by two Fluvial alluvium units known as the <br />Piney Creek and Post-Piney Creek Alluvium. <br />Logs of forty-two exploratory borings drilled at the site by Aggregate Industries West Cenral Region, <br />Inc. provide data on the site stratigraphy. The logs indicate that the general stratigraphy south of Saint <br />Vrain Creek consists of none to approximately five feet of overburden overlying approximately four <br />to nine feet of sand and gravel on top of bedrock. The boring data indicates the material overlying <br />bedrock south of Saint Vrain Creek ranges from approximately eight to eleven feet in total thickness. <br />Boring data north of Saint Vrain Creek indicates the general subsurface profile at the north part of the <br />mine consists of none to approximately five feet of overburden overlying approximately seven to 19 <br />feet of sand and grave! on top of bedrock. The boring data indicates the total thickness of material <br />overlying bedrock at the part of the mine north of Saint Vrain Creek, ranges from approximately eight <br />to 22 feet. Overburden soils are fine grained and commonly gravelly. Groundwater levels in the <br />borings range from approximately four to ten feet below the ground surface. From a geotechnical <br />standpoint, the sand and gravel will everywhere form most of the mine slope profiles. These soils are <br />generally strong and stable particularly when dewatered. <br />STRUCTURES WITHIN 200 FEET OF DISTURBED AREAS <br />The Fredstrom mine is located in an agricultural area with relatively few man-made structures. <br />Sttvctures within 200 feet of the mine limits include ponds, roads, houses, utilities and irrigation <br />ditches. For this study we did not consider irrigation ditches because agreements between the mining <br />and ditch companies will be reached prior to mining. All known man-made structures, exclusive of <br />irrigation ditches, and their approximate closest distances from the mine area limits and the mine <br />highwalls are outlined below. <br />Structure Approximate Distance <br />From Mine Limits (ft) Approximate Distance <br />From Mine Highwall (ft) <br />St. Vrain Road and utilities 30 170 <br />Waterline in and near St. Vrain Road 20 130 <br />Overhead power line on St. Vrain Road 60 210 <br />Shed south of southeast corner of mine 60 85 <br />Sheron Golden House on St. Vrain Road 1 ~0 520 <br />Suzanne Ball House on St. Vrain Road 60 250 <br />
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