My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP43914
DRMS
>
Back File Migration
>
Report
>
REP43914
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 12:46:15 AM
Creation date
11/27/2007 10:04:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Report
Doc Name
GEOTECHNICAL INVESTIGATION WEST PIT EXCESS SPOIL DISPOSAL SITE COLOWYO COAL MINE MOFFAT CNTY COLO
Permit Index Doc Type
Waste Pile/Fill Report
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
43
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
-3- <br />Generally, the shales are dark gray in color. Coal seams occur in thicknesses of I <br />to about 12 feet. The sedimentary bedrock dips north-northwest at about 5 <br />degrees. <br />The soils which mantle the surface are probably the result of in-place <br />weathering of the formational materials. The thickness of surficial soils ranges <br />from nearly 0 to os much as 10 feet on the higher portions of the site. In The <br />valley areas near the toe of the proposed spoil, our borings encountered up to <br />30 feet of sandy clays. These clays contained fragments of sandstone and <br />claystone and we believe they are colluvial in origin. <br />The bedrock formation exposed in the mine appeared relatively impervious. <br />Where water percolates down Through the near surface soils, we believe it will <br />tend to perch on the surface of the relatively unweathered formation rock. <br />Groundwater may olso occur within some of the fractured coal seams lower in The <br />formation. <br />FIELD INVESTIGATION <br />Our field investigation included field reconnaissance of the proposed spoil <br />disposal ores and drilling of I I exploratory borings at the approximate locations <br />shown on Sheet I and Fig. I. The borings were drilled with a 4-inch diameter, <br />continuous-flight auger powered by a Truclc-mounted, C!ME-55 drill rig. Samples <br />were obtained at approximately 5 foot intervals. To determine the relative <br />stiffness of materials encountered, penetration resistance tests were performed <br />during sampling. The samplers used included a 2.5-inch (O.D.) California-type <br />barrel and a 2.0-inch (O.D.) split spoon. These sampling devices were driven using <br />a 140-pound hammer falling 30 inches. Our geologist was on site to direct <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.