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2007-08-10_REVISION - M2001107 (4)
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2007-08-10_REVISION - M2001107 (4)
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Entry Properties
Last modified
6/15/2021 2:58:14 PM
Creation date
11/21/2007 10:55:46 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2001107
IBM Index Class Name
REVISION
Doc Date
8/10/2007
Doc Name
Slope Stability Report
From
NCCI
To
DRMS
Type & Sequence
AM1
Media Type
D
Archive
No
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tieotuchnical Engineering Repx. <br />Gravel Evaluation <br />Northwest of Wetd County Roads 18 and 25 <br />Weld County, Colorado <br />Terracon Project No. 21035117 <br />Terracon <br />The borings were located in the field by the owners. Ground surface elevations at each boring location <br />were not obtained. The accuracy of boring locations should only be assumed to the level implied by <br />the methods used. <br />Lithologic logs of each boring were recorded by the field. engineer.during the- drilling operations.:: At <br />selected intervals, samples of the subsurface materials•were.takernfrom,auger cuttings: ~ s. ~;, =.~:,, <br />r...;; , . ... <br />Groundwater conditions were evaluated in.each boring:at the time of s~te,exp~loraUOn: y rvi <br />Laboratory Testing <br />All samples retrieved during the field exploration were returned to the laboratory-for observation by the <br />project geotechnical engineer and were classified: in_accordance with thet UnifiedtSoil Class~ficafion ' "` <br />System described in Appendix C. Samples of bedrock were classified in accordance with the general <br />notes for Bedrock Classification. At that time, the, field descriptions were confirmed or modified as <br />necessary and an applicable laboratory testing program, was formulated to determine engineering <br />properties of--the subsurface materials. Boring logs--were prepared-and are., presented m Appendl~A~ <br />Laboratory tests were conducted .on aelected soil;and;bedroGk sammples, and ~re~~preserited or~,the_ <br />boring logs and in Appendix B. The test;resul4s were used for the gravel evaluation A1131'aboratoty " <br />tests were performed in general accordance•with the applicable,local or. ptheF accepted~~taridards s,~;:: <br />Selected soil samples were tested for the following engineering properties: <br />• Moisture Content <br />• Grain Size <br />• Plasticity Index , <br />SITE CONDITIONS <br /> <br /> <br />Y .. <br />The site was located in an agricultural area and appeared to be cultivated for hay. There was an <br />existing residence on the west portion of the site as well as two oil and gas pump jacks, one on the <br />west portion of the site and one on the east. The si±e was vegetated in large part ~h~ith short grasses <br />and in various portions with tall native weeds. Several deciduous trees •n,~ere cbseived near ?he <br />existing residence. The site was bordered by a bluff to the west, agricultural land to the north, Weld <br />County Road 25 to the east. and by an existing grave! mining opertion to the south. <br />'1 <br />~I <br />:' <br />z • I <br />::~~ <br />i <br />.^i I <br />2 <br />
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