My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
GENERAL36155
DRMS
>
Back File Migration
>
General Documents
>
GENERAL36155
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 7:56:50 PM
Creation date
11/23/2007 8:37:57 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
General Documents
Doc Date
4/30/1997
Doc Name
CRESSON MINE HEAP LEACH PAD-STATUS OF LOW VOLUME SOLUTION COLLECTION SYSTEM FOR PHASE 2-CC&VG
From
DMG
To
BERHAN KEFFELEW
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.
/
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
<br />Memo to Berhan Keffelew <br />CC&VG LVSCS ALR Response <br />pays 5 <br />within one (1) day. The standby pump will be <br />repaired or replaced within five (5) working days. <br />(3) In the event that monitored inflow of an LVSCS <br />exceeds 90~ of the rated capacity of any pump(s) <br />installed within that LVSCS, the Division will be <br />notified within one (1) day, and any deficient <br />pump(s) will be replaced within five (5) days with <br />pumps whose fluid pumping capacity is at least 125 <br />of the new maximum LVSCS inflow rate. An <br />appropriate larger standby pump will also be <br />acquired and thereafter maintained on site within <br />five (5) days. <br />(3) The prohibition on fluid head in excess of 2.0 feet on the <br />lowermost composite liner continues in full effect. The <br />Division intends that nothing in this or any future permit <br />revision compromise this existing permit performance standard. <br />If the fluid head within either of the LVSCSs ever exceeds the <br />specified maximum level of 2.0 feet, the Division will <br />commence enforcement action against CC&VG. Further, in that <br />event, CC&VG should, as specified in the existing permit, <br />implement the existing "2~ exceedence" Response Actions: <br />• reduce head oa liner; <br />• plot rate of LVSCS flowrate versus solution elevation; <br />• note when LVSCS flowrate falls within acceptable <br />envelope; aad <br />• maintain solution levels within acceptable limits during <br />all periods of operation. <br />Please do not hesitate to contact me if you desire any additional <br />edification regarding the opinions expressed above. <br />cc: Jim Stevens <br />Bruce Humphries <br />Mike Long <br />Doc: C:\WP51\CRESSDN\LVSCSALR.RES <br />JP/Jp <br />
The URL can be used to link to this page
Your browser does not support the video tag.