INSPEC37072

• Permit No: M1980244
• IBM Index Class Name: Inspection
• Doc Date: 6/10/2004
• Doc Name: Inspection Report
• From: DMG
• To: Cripple Creek & Victor Gold
• Inspection Date: 5/27/2004
• Media Type: D
• Archive: No

ORIGINAL -PUBLIC FILE
(Page 2)
MINE ID # OR PROSPECTING ID #: nn_iean_~ee
INSPECTION DATE: 5/~~rnd INSPECTORS INITIALS: ~~
OBSERVATIONS
The Division conducted a construction progress and monitoring inspection of
the site on 5/27/04/ Present during the inspection were Mark Tidquist and
Tim Comer of CC&V.
Inspected the Phase IVC leach pad extension area. Clay and Geomembrane
deployment was being conducted along the South West corner of the expansion
area. The deployed liner was walked and inspected; the deployed liners
appeared to meet the approved specifications. Patrick Harrle of Golder
Engineering, the design and QA/QC firm, was on site at the time of the
inspection.
Inspected the Phase I, II, III and IV leach pad areas and recorded the
following readings from the Pregnant solution collection systems for the
high and low volumes.
Phase I high volume solution collection transducer # 1 was recorded at 30.1
# 2 was at 34.3 and #3 was at 33.S.Low volume Transducer # 1 was at .21 and
# 2 was at .57. Piezometer for the pond was at 34.8 feet
Phase II & III high volume solution collection transducer # 4 was recorded
at 27.3 #5 was at 21.1 and # 6 was at 27.9. Low volume transducer # 1 was
at .06 and # 2 was at .45. Piezometer for the pond was recorded at 28.6
feet.
Phase IV high volume solution collection transducer # 7 was recorded at
21.1 # 8 was at 20.1 #9 was at 21.3 and # 10 was at 21.7. Low volume
transducer # 1 was recorded at 12.3 and # 2 was at 5.7 inches of
hydrostatic head. (ALL OTHER TRANSDUCER READINGS ARE IN FEET OF HYDROSTATIC
HEAD).
I & E Contact Address
NAME: MR PHIL BARNES
OPERATOR: CC&V
STREET: P_(~ B(~x 191
CITY/STATE/ZIP: VICTnR Cnl nRAl~n RORbn
CC:
Harry Posey (e-mail)
cc: r CE
r BL
r FS
r HW
r HMWMD (CH)
r
r SE
r WQCD (CH)
r OTHER