My WebLink
|
Help
|
About
|
Sign Out
Home
Search
DWR_3391215
DWR
>
Dam Safety
>
2019
>
02
>
DWR_3391215
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/20/2019 7:33:20 AM
Creation date
2/20/2019 7:33:00 AM
Metadata
Fields
Template:
Dam Safety
Document Date
6/17/1981
Document Type - Dam Safety
Report
Division
3
Dam ID
200224
Subject
HOMESTAKE TAILING POND, LOWER DAM - LETTER REPORT, PHASE I REMEDIAL MEASURES
DWR Send/Recipient
DSB
Outside Send/Recipient
DAPPOLONIA CONSULTING ENGINEERS, INC.
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
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
Fa <br />2. Hydraulic pressure testing of the intact rock will be performed to <br />measure the rock permeability. A single packer positioned at the top <br />of the rock will be used. Measurement of the static water level in <br />the rock will be made during test. - <br />Piezometer Installation <br />(' 1. A standpipe -type piezometer, using 1 1/2 inch PVC pipe, will be <br />used. <br />(� 2. A screened or slotted tip of approximately 5 to 10 feet length <br />will be used. The slotted length will be surrounded with a well - <br />graded sand and a bentonite seal placed above and below it. <br />I. 3. The location of the slotted length will be selected by the field <br />engineer. If there are unusually high pressures and/or high perme- <br />ability in the rock, the piezometer will be set in the rock. <br />If not, the piezometer will be set in the alluvium over the most <br />pervious interval., <br />r_w <br />t <br />
The URL can be used to link to this page
Your browser does not support the video tag.