My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP03098
CWCB
>
Water Supply Protection
>
Backfile
>
3001-4000
>
WSP03098
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 12:48:38 PM
Creation date
10/11/2006 11:32:16 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.765
Description
White River General
State
CO
Basin
Yampa/White
Water Division
6
Date
10/1/1979
Author
David E Fleming
Title
Environmental Assessment Report - Rangely Project - Taylor Draw Reservoir
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
76
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).
Show annotations
View images
View plain text
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />002591 <br /> <br />constructed in the porous upper portions of the bedrock to prevent <br />seepage, The cutoff trench will be backfilled with select impervious <br />material (1). <br /> <br />2. Bedrock Geology <br /> <br />The reservoir basin behind the proposed Taylor Draw Dam lies <br />on a bedrock of Mesa Verde Group sandstones, shales, and claystones. <br />These rocks are exposed as rims and ledges of the more resistent sand- <br />stone beds, and surround the broad valley of the meandering White <br />River (1), <br /> <br />The dam site is founded on bedrock of the lowermost Iles <br />formation of the Mesa Verde Group and the uppermost Mancos Shale, <br />both of late Cretaceous Age. The contact is conformable and indistinct <br />as the gray marine shales of the Mancos formation grade upward into <br />thin bedded sandstones, claystones, and sandy shales, and finally to <br />the thick massive sandstones of the lower Iles formation. In the <br />vicinity of the dam these rocks dip about three or four degrees north- <br />east, or generally upstream and toward the left abutment. Thick beds <br />of Iles formation sandstones outcrop at the right abutment and along <br />the edge of a terrace near the left abutment, Moving the axis of the <br />dam slightly upstream from the site originally proposed for the <br />Rangely Project will decrease the slope of the right abutment and <br />considerably reduce the cutting necessary to flatten the slope of this <br />abutment. It will be necessary to reduce the slope of the right abut- <br />ment in order to obtain a positive seal between the impervious'core of <br />the dam and the bedrock (1), <br /> <br />Drilling and water tests performed during previous investiga- <br />tions of the site revealed the bedrock to' be primarily interbedded <br /> <br />11-11 <br /> <br />-'~ <br />
The URL can be used to link to this page
Your browser does not support the video tag.