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PERMFILE127677
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PERMFILE127677
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Entry Properties
Last modified
8/24/2016 10:24:48 PM
Creation date
11/25/2007 5:04:06 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006078
IBM Index Class Name
Permit File
Doc Date
12/8/2006
Doc Name
Adequacy Review Response
From
Hart Environmental
To
DRMS
Media Type
D
Archive
No
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~~ SCOTT, COX & ASSOCIATES, INC. <<mxdting rngirx>~~rs • :un~et~cv> <br />December 6, 2006 <br />Hart Environmental <br />P.O. Box 1303 <br />Boulder, Colorado 80306 <br />Attn: Mr. Michael Hart <br />Project: 06605 <br />Dear Mr. Hart: <br />At your request, and pursuant to the rules and regulations of the Colorado <br />Mined Land Reclamation Boazd (6.4.19 -Permanent Man-Made Structures), Mr. <br />Ed Glasgow, P.E., Scott, Cox & Associates, Inc. reviewed data submitted to my <br />by Hart Environmental, has reviewed existing geologic data (boring logs) from <br />the neighboring Idaho Creek Pit and has conducted a field inspection of the <br />proposed Camenish Borrow Pit (to be located north of Weld County Road 20 ~z <br />and west of Weld County Road 7 in Weld County, Colorado). Additionally, we <br />inspected the performance of the existing cut faces at the adjacent Idaho Creek <br />Pit and the nearby Cottonwood Pit. The purpose of this inspection and data <br />review was to provide you with offset recommendations between areas <br />proposed for excavation and existing permanent man-made structures. We <br />understand that the only item that meets the strict criteria requiring such offset is <br />a dirt road. <br />No borings or test pits have been completed at this site. The available boring log <br />documentation (which we obtained during the investigation for the foundation <br />systems of the proposed -silos on the adjacent Idaho Creek Pit) shows that the soil <br />profile at that site consisted of an average of approximately 3 feet of overburden <br />(consisting of topsoil, clay, sand and undifferentiated materials logged as <br />overburden) atop approximately 12 feet of sand and gravel. The groundwater <br />table was noted at a depth of approximate 2 feet below the existing ground <br />surface. Claystone bedrock was encountered below the sand and gravel. We <br />understand that you antiapate approximately 5 feet of overburden underlain by <br />approximately 15 feet of sand and gravel, based on experience at the adjacent <br />Idaho Creek Pit. Therefore, this report we will assume a maximum mined depth <br />of 20 feet. <br />II ;U ,lih lbr.~l L'~~iil~li•i.f~iL ic~f~n ~{U ;I11 _;II4. 111 {Iiil I.iA ~;n ;; l-~,l-;,~~- <br />
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