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PERMFILE101415
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PERMFILE101415
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Entry Properties
Last modified
8/24/2016 9:55:42 PM
Creation date
11/24/2007 7:53:59 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2004078
IBM Index Class Name
Permit File
Doc Date
5/10/2005
Doc Name
CDOPT Obj Ltr- Slope Stability
From
Civil Resources LLC
To
CDOT
Media Type
D
Archive
No
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Mr. Joe Intermill <br />May 9, 2005 <br />Page 2 <br />TABLE 1: SUMMARY OF BULK SAMPLE GRADATIONS <br />SW TKO -Lupton Lakes Site <br />~~ <br />CIVIL RES'JU RCES,LLC <br />Location Classification Gradation <br />Test <br />Pit Observed Top <br />of Aggregate, <br />ft Depth of <br />Sample, ft Gravel <br />(%) Sand <br />(%) Fines <br />(%) Percent <br />Passing US <br />#50 Sieve Percent <br />Passing US <br />#100 Sieve Percent <br />Passing US <br />#200 Sieve <br />TP 1 3 4 21.0 78.6 0.4 13.0 2.0 0.4 <br />TP 2 4 5.5 33.0 64.0 3.0 11.0 4.0 3.0 <br />TP 3 4 5.5 23.0 75.6 1.4 12.0 3.0 1.4 <br />TP 4 3 6 25.0 74.4 0.6 7.0 1.0 0.6 <br />TP 5 4 7 38.0 45.0 17.0 39.0 29.0 17.0 <br />TP 6 3 6.5 23.0 76.0 1.0 4.0 2.0 1.0 <br />TP 7 4 8 25.0 74.7 0.3 4.0 1.0 0.3 <br />TP 8 4 5.5 28.0 71.7 0.3 3.0 1.0 0.3 <br />TP 9 3 6 20.0 78.4 1.6 7.0 3.0 1.6 <br />TP 10 3 4 42.0 57.1 0.9 3.0 1.0 0.9 <br />AVERAGES = 5.8 27.7 69.6 2.7 10.3 4.7 2.7 <br />Other mitigating factors with regard to slope stability include: <br />• Mining slopes could be forced to fail and would not go flatter than a 1.4 (horizontal) to one (vertical) <br />due to the internal friction strength of the aggregate material (36 degrees). So, even if this material <br />failed to its "angle of repose" at 1.4:1, the failure surface would still be 30 feet within the property <br />limits. <br />• Although alluvium is conservatively modeled without cohesion, negative pore pressures and <br />cementing properties of natural minerals as groundwater dissipates can create near vertical mining <br />walls. Typically, the natural angle of repose is not achieved until the alluvium has been <br />mechanically sieved and stockpiled. <br />• CDOT could file a complaint at any point during the mining if erosion or mining slopes encroach or <br />endanger the Highway 85 structure and the DMG would require corrective action. <br />We believe that the proposed mining surface will provide a very high level of protection of the Highway 85 <br />structure above and beyond what is required based on technical analyses. <br />Please call if you have further questions or concerns about the Lupton Lakes Project. <br />Sincerely, <br />Civil Resources, LLC /9 <br />i~~i9'~s~~f i'~~. <br />Brad L. Hagen, P.E. <br />Civil Engineer l Principal <br />Z:brojetslSW Investment Group -1231SW TKO Joint VenWmIDMG PERMITVMequacy Rxviev.106jector letlers\CDOTCDGT-finalsbpestabil-050308.doc <br />
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