My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-05-29_REVISION - M1980244
DRMS
>
Day Forward
>
Revision
>
Minerals
>
M1980244
>
2010-05-29_REVISION - M1980244
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:12:32 PM
Creation date
6/28/2011 12:42:28 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
REVISION
Doc Date
5/29/2010
Doc Name
VLF Earthworks Field Monitioring and summary weekly report
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.
/
78
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
Location <br />This Week <br />(tons) <br />Cumulative <br />(tons) <br />Comments <br />E Cresson Clay Processing <br />5,015 <br />139,483 <br />S Cresson Clay Processing <br />0 <br />201,199 <br />Processing in area complete. <br />Squaw Gulch Processing <br />0 <br />35,816 <br />Processing in area complete. <br />Total <br />5,015 <br />371,887 <br />• <br />amec <br />Earth 8 Environmental <br />G) PSSA Ore Slope Construction <br />1) VLF <br />Construction of the remaining portion of the PSSA ore slope continued between stations <br />G4 +00 ( + / -) and G16 +00 ( + / -), approximately 0 to 225 feet left of centerline using a CAT D -6 <br />LGP dozer and a CAT 279 skid steer loader. Existing ore was pushed over the previously <br />certified secondary geomembrane, constructing the toe of the slope (if applicable). Geotextile <br />was placed over any geomembrane within three feet of the slope toe. A 10 -ton smooth drum <br />roller was used to compact the surface of the ore slope 2' or more above the geomembrane and <br />a plate compactor was used to compact the remaining portion of the slope. <br />H) Low Volume Collection System <br />1) Low Volume Solution Collection Piping <br />Placement of the low volume collection system continued at the LVCSF placement area shown <br />in Figure 6, advancing in front of the placement. Four -inch CPeP was placed and sandbagged <br />in accordance with design drawings, constructing the mainline and the tertiary lines. The <br />secondary geomembrane in the area was accepted prior to pipe placement. <br />2) Low Volume Solution Collection Fill (LVSCF) <br />Low volume solution collection fill (LVSCF) material placement within the Phase 5 VLF <br />continued. LVSCF was placed in the area show in Figure 6. The LVSCF was hauled from the <br />processing area to the placement area using CAT 740 haul trucks loaded by a 988 front -end <br />loader. The LVSCF was placed in a 3 -foot lift using a CAT D -6 LGP dozer and a CAT D -7 <br />LGP dozer, expect were haul routes were established. Haul route consisted in five -foot lifts, to <br />be spread into 3 -foot lifts later. Laborers were present at all times during placement holding the <br />low volume collection piping in place, removing debris /sandbags, and assisting the dozer <br />operator with lift thickness. All LVSCF was placed on previously approved secondary <br />geomembrane. AMEC field representatives observed placement constantly during the shift. <br />I) Material Processing <br />1) East Cresson Clay Borrow Area <br />Processing of SLF material continued this week. A CAT 320 excavator, a CAT 330 excavator, <br />a CAT 950 front -end loader, and tandem -axel haul trucks were used to excavate, haul, and <br />process the material. <br />2) Low Volume Solution Collection Fill Material <br />Processing of Low Volume Solution Collection Fill material continued at the Dump 4 LVSCF <br />Process. A CAT D -10 dozer and a skid steer loader were used to process the material. <br />VLF Weekly Report WE 06.12.10.D <br />
The URL can be used to link to this page
Your browser does not support the video tag.