My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSPEC24395
DRMS
>
Back File Migration
>
Inspection
>
INSPEC24395
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 9:24:06 PM
Creation date
11/18/2007 9:55:01 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Inspection
Doc Date
7/21/1994
Doc Name
RESPONSE TO PROBLEM NOTED CONTAINED IN INSPECTION REPORT FORM OMLR DATED JULY 14 1994 OA OC OVERSIGH
From
CRIPPLE CREEK & VICTOR GOLD MINING CO
To
DMG
Inspection Date
7/14/1994
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.
/
7
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
T <br />Prior to our responses below, we note that in our discussions with OMLR staff today, it may <br />have been assumed by some of the staff that the observations of July 14, 1994 related to the <br />main underdrain or to an underdrain that was anticipated to carry a measurable amount of flow. <br />As was recognized in the inspector's report and as is further described later in this report, this <br />drain was a "secondary finger drain" in which "some dampness" was observed. Further, we <br />underscore that prior to the inspector's amval on the site, placement of material that was less <br />suitable had been halted by Golder and Bateman and removal and replacement had been <br />scheduled. <br />Critical Components Requiring_Frequent Field Ouality Assurance and Quality Control (l/31: <br />Addressing the OMLR questions in a different order than listed, CC&V believes the following <br />are the critical components that require frequent QA/QC inspections in the context of the Mined <br />Land Reclamation Board Permit M-80-244: <br />1. Leach facility foundation including toe berm foundation preparation and <br />placement of structural fill. <br />2. Underdrain installation (pipes, pipe bedding material, drain rock, structural fill <br />cover. geotex[ile and VLDPE). <br />3. Leak detection trenches and sumps (configuration, placement of liner, placement <br />of drain pipe and gravel material). <br />4. Toe fill berm (material/placement/compaction). <br />5. Soil liner fill (material/placement/compaction). <br />6. Geomembrane installation (oversight of installation and testing). <br />7. Geotextile installation (surface preparation, placement, cover). <br />8. Placement of leak collection pipes, access tubes, piezometer, and gravel material. <br />9. Placement of pump caisson bearing surfaces and caissons and placement of <br />surrounding fill. <br />10. Liner cover (gravel) installation (material/placement). <br />Frequency of Field Quality Assurance for Critical Components (#I): <br />The frequency of QA/QC visual, in-field, inspection (as contrasted with laboratory testing) will <br />vary slightly between some of the critical components. The frequencies for each component are <br />specified in the following tabulation. Also listed are the majority of the aspects that will be <br />2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.