My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1992-08-18_REVISION - M1988112 (2)
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1988112
>
1992-08-18_REVISION - M1988112 (2)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/19/2021 7:56:25 PM
Creation date
11/21/2007 8:09:12 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988112
IBM Index Class Name
Revision
Doc Date
8/18/1992
Doc Name
REVIEW OF MODIFICATIONS TO EXISTING GROUND WATER MONITORING SYSTEM BATTLE MOUNTAIN GOLD MINE 08/92
From
HYDROKINETICS INC
To
MLRD
Type & Sequence
TR8
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
5
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
~II II~'I~II~~I~~ ~I~ <br />999 <br />August, 18, 1992 <br />H `i'L~F.'6 k'I IJETIC'=;, INC <br />• <br />12975 W. 24th kl. <br />Golden, (Applewood) Colorado, 80401 <br />(303) 237-SSfiS <br />Dr. James A. PendletOri <br />Technical and Scientific Coordinator <br />Colorado Mined Land Reclamation Division <br />1313 Sherman Street, Room 215 <br />Denver, Colorado 89203 <br />.13_=Tc:3 E9 <br />• <br />RE: Review of "Modifications to Existing Ground Water <br />Monitoring System, Battle Mountain Gold Mine, August, 1992." <br />Dear Mr. Pendleton: <br />As we discussed by phone, we have some concerns with the <br />recently released study concerning "Modifications to the Existing <br />Ground Water Monitoring System" at Battle Mountains San Luis Mine. <br />The drilling and well testing achieved a number of the goals <br />initially established, but some unanswered questions remain. <br />Additional information on the geology of the site was collected, <br />the direction of ground water flow was established as the gradient <br />was defined, and information on the hydraulic conductivity of the <br />material in the upper portion of the aquifer was developed. This <br />has all been accomplished in a professional and well documented <br />manner. However, specific information on the porosity, or more <br />importantly the effective porosity, of the aquifer maternal was not <br />collected. Additionally, the aquifer tests were not coruducted for <br />a long enough duration to allow drawdown to occur in the other test <br />wells, and no monitor wells were installed. Consequently, no <br />values for the storage coefficient of the aquifer can be <br />calculated. The report suggests this deficiency was caused by the <br />time restraints imposed by MLRB, though we anticipate such <br />restraints could have been resolved if needed to collect accurate <br />data. <br />The report utilizes the data collected to project ground water <br />flow velocities. The assumption is made that the effective <br />porosity is 25~. Since porosity is inversely proportional to <br />groundwater flow velocity, an accurate value for this parameter is <br />important. The 25$ value may be appropriate, but there is no <br />supporting data to confirm this to be true. <br />P.R~ <br />~:vu::d l\`a~ei Ncdr; ilnr.c EnrinC2nRe ~=eoloet GrnF)hctiCS l: axechnie al C~.~~•~nlrn N:: <br />
The URL can be used to link to this page
Your browser does not support the video tag.