My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
INSPEC32596
DRMS
>
Back File Migration
>
Inspection
>
INSPEC32596
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 9:35:13 PM
Creation date
11/18/2007 10:37:20 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Inspection
Doc Name
MINERALS PROGRAM INSPECTION REPORT
Inspection Date
4/6/2001
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.
/
2
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 />(Page 2) <br />MINE ID # OR PROSPECTING ID #: M-i9Rn-~aa <br />INSPECTION DATE: a-nF-m <br />OBSERVATIONS <br /> <br />INSPECTOR'S INITIALS: ~1C- <br />The Division conducted a monitoring and construction progress inspection of the phase II AND III areas. <br />Present during the inspection were, Mark Tidquist and Phil Barnes of CCBcV. The inspection began around <br />the phase III area, where road relocation and diversion work was continuing. Surface water diversion <br />structures located in the area were found to be in good repair, no major problem noted. Continued the <br />inspection to the Phase II pregnant solution collection pond area and collected the following readings from <br />the High and low volume solution wlledion transducer pumps. High Volume solution pump # 4 was <br />recorded at 18.4 feet of head, #S was recorded at 24.1 feet of head and #6 was recorded at 24.1 feet of <br />head. Low volume solution collection pump # 1 was recorded at .10 feet of head and # 2 were recorded at <br />.il feet of head. All measurements are in hydrostatic head. <br />Inspected the Phase I, II and III undeMrain area. Highway 67 relocation bridgework was continuing. 24 <br />inch pertorated, the 4-inch pipe and the solid 24-inch pipe were discharging. The fact that there was a <br />discharge from the solid 24-inch pipe was a bit of a puule because that pipe was not supposed to <br />discharge. 14r Branes stated that they would investigate the source, which more than likely was from <br />ponded wager at the connection to the pipe extension that was constructed to allow the bridge work. Since <br />the only so%rrce appears to be that area, and the operator agreed to send a camera to that location to verify <br />the source, no problem is noted at this time. Continued the inspection to the Phase I pregnant solution <br />collection area and recorded the following readings were collected from the high volume solution collection <br />transducers. Pump # 1 was not functioning # 2 was recorded at 31.2 feet of head and # 3 was recorded at <br />34.8 feet of head. Inspected the crusher area, it was active, no problem noted. Storm water management <br />control structures for the area appeared to be in good repair. No major problem noted. Inspected the <br />Cresson pit~area no problem noted. In anticipation of the expansion of the Squaw gulch waste storage area <br />(overburden) soil stripping and tree removal was taking place, no major problem noted. Inspected the <br />Ironclad Gl~nbe hill areas, no problem noted. While in the area, Mr. Barnes pointed out the location for the <br />new building to be used to mix explosives for the operation. <br />I & E Contact: Address <br />NAME: MR. SCOTT LEWIS <br />OPERATOR: CC&V <br />STREET: P.O.BOX 191 <br />CITY/STATE/.ZIP: VTCTOR, CO 80860 <br />^ FS <br />^ HW <br />^ HMWMD (CH) <br />^ SE <br />^ WQCD (CH) <br />^ OTHER <br />JAMES STEVENS <br />cc: ^ CE <br />^ BL <br />
The URL can be used to link to this page
Your browser does not support the video tag.