My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PERMFILE128154
DRMS
>
Back File Migration
>
Permit File
>
300000
>
PERMFILE128154
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 10:25:17 PM
Creation date
11/25/2007 5:43:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981010
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Doc Name
table of contents through A-72
Section_Exhibit Name
APPENDIX V DESIGN & CONTRUCTION FOR GROUN WATER WELLS & PUMP TESTS
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.
/
81
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
<br />A-2.36 YAl~A ALLUVIUM TEST <br />• <br />A pump test was conducted on the alluvial aquifer at William Fork Company's <br />gravel pit to define the aquifer properties. A sump was dug with a backhoe in the <br />alluvium for the pump test. Two sand points were installed near the sump for <br />observing drawdowns from the sump pumping. The sump was approximately 20 feet in <br />diameter prior to pumping and was approximately 12 feet in diameter a[ the water <br />surface during most of the pump test. <br />The centrifugal pump in the sump was started on 9:38 a.m. on November 21, <br />1985. The pump test was conducted for approximately 24 hours. The average pumping <br />rate was 15 gpm. Barometric pressure was recorded during the pump teat and was <br />found to be insignificant in affecting water levels. Table A-43 presents the <br />pumping information for this pump test. <br />YAMPA ALLUVIUM OBSERVATION WELL A <br />A sand point with a two foot length of screen was installed 24 feet from the <br /> <br />center of the sump and called well A. The bottom of the sand point was installed 8.9 <br />feet below the top of the land surface. Table A-44 presents the drawdown data for <br />observation well A while Figures A-52 and A-53 show the plots of the drawdown data. <br />The drawdow data for both observation wells was corrected for aquifer thinning see <br />Section A-3.0 of Appendix A, Aquifer-Test Theory) because the alluvial aquifer ie an <br />unconfined aquifer. Slightly over one-half of a foot of drawdown was observed in <br />well A in 24 hours. <br />A-24 <br />REVISED FEB 13 '67 <br />
The URL can be used to link to this page
Your browser does not support the video tag.