My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REP33376
DRMS
>
Back File Migration
>
Report
>
REP33376
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 12:09:48 AM
Creation date
11/27/2007 6:29:36 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Name
APPENDIX A FIELD INVESTIGATION TESTING AND ANALYSES APPENDIX A
Permit Index Doc Type
STABILITY 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.
/
33
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
owNER : Merrick b Company <br />pao,lECT : Mt. Gunnison Coal Mine RARING N0. /1-7 <br />LOCATION: $OmeTSe t. COlOradO <br />COORDINgT ES N. 403,225 E 1,446,040 ELEV. 6.433.9 pAGE 1 OF 1 <br />Z <br />O- S <br />~ Q <br />Q N <br />W S tl <br />6W y U ~ <br />Q <br />= <br /> <br />Q y <br />i <br />A LL <br />a <br />4Q <br />u y <br />j <br />f ~~ <br />DESCRIPTION OF SOILS <br />E LL <br />a N <br />' <br />'~ Ca <br />Jm0 N 3 <br />J <br />W <br />~ <br />, <br />a <br />J H <br />~ <br />m U <br /> ~ cl Clay, silty, slightly sand. Dark brown with roots, <br /> i cl soft, moist. Topsoil. <br /> ~ <br />, Clay, gravelly and sandy. Light to medium brown <br /> ~ with some red-brown portions and gravel to boulder <br /> i <br />size sandstone fragments. Slightly moist to moist, <br />5 ~ medium to very stiff. Occasionally carbonaceous. <br /> i <br /> i~ <br /> i~ <br /> i <br /> i <br /> i <br /> i <br />10 ~ <br /> i <br /> <br /> i <br /> i <br /> i <br /> ~ 13 <br />18 <br /> , <br />15 ~ <br /> i, <br /> i <br /> i <br /> i <br /> i <br /> ~ 16 <br />18 <br /> , <br />20 i <br /> i <br /> i <br /> i <br /> i <br /> i~ <br /> ~ 50/7" <br />25 ~ <br /> <br /> Sandstone <br />30 Solid stem augering and sampling completed at 29.5 <br /> ft. on 7-3-80. No ground water encountered during <br /> augering. PVC casing set to 25.5 ft. below collar. <br /> Note: Soil at this location was previously sampled <br /> to a depth of ten feet during a geotechnical <br /> investigation for the road. <br />LOG OF BORI N G <br />GEO-HYDgO CONSULiING,INC. <br />PLATE A-7 <br />
The URL can be used to link to this page
Your browser does not support the video tag.