INSPEC19190

• Permit No: M1979195
• IBM Index Class Name: Inspection
• Doc Name: MINERALS PROGRAM INSPECTION REPORT
• Inspection Date: 2/26/1999
• Media Type: D
• Archive: No

• (Page 3) •
' MINE ID # OR PROSPECTING ID # M-79-195
INSPECTION DATE_February 2b, 1999 INSPECTOR'S INITIALS TAS
control plan should be submitted to the Division in form of a technical revision with
enclosed 5150.00 revision application fee. Please see page 5 for details.
7. The bone yard area contained a 5-gallon pail nearly full of waste oil and a spill of
anti-freeze. These fluids had apparently come from a nearby abandoned automobile. These
fluids were uncontained and in close proximity to the mined pit and associated water system.
The presence of the anti-freeze spill and uncontained waste oil is considered to be problem.
In accordance with Rule 3.1.5(5) of the Construction Material Rules & Regulations, the
Division requests that the permittee or operator remove and properly dispose of these fluids
and all anti-freeze contaminated soil. The Division recommends that you contact the Colorado
Department of Health, Waste Management & Hazardous Materials Division for proper disposal
procedures. Please see page 5 far details.
8. The equipment boneyard area contained 26 flatbed trailer loads and the processing plant
area contained 12 flatbed trailer loads of non-roadable mining equipment to be removed during
final reclamation. The Division estimates that a boom truck or large front end Loader and
two (2) assistants will be needed to load the equipment onto flatbed trailers. The combined
number of man-hours required is estimated to be 120 hrs.
9. Site demolition will include removal of the following items:
Boneyard Area - 2 concrete pads @ 8'• x 20' x 100' each
- 2 concrete pads @ 6" x 6' x 12' each
- 1 concrete pad @ 8" x 15' x 105'
- Broken Concrete Stockpile @ 6' x 75' x 60'
Concrete Pouring Area - remove excess concrete "lava" flow (6" x 100' x 210')
Processing Plant Area - 14 utility poles
- (4) 250 KW transformers
I - 2 medium sized fuel tanks
- 1 large fuel tank (5,000 gallon, 12' diam. x 20` long)
- 1 concrete pad @ 6" x 30' x 30'
- 1 concrete pad @ 6" x 18' x 21'
- 2 concrete fuel bunker sides @ 8" x 7' x 13' each
- 2 concrete fuel bunker sides @ 8" x 7' x 14' each _
- 1 concrete fuel bunker pad @ 8" x 13' x 14'
- 4 concrete crusher supports @ 8" x 8' x 20' each
- 3 concrete crusher supports @ 8" x 8' x 18' each
- 3 concrete crusher supports @ 8" x 10' x 10'
- 2 concrete wing walls @ 8" x 10' x 45' each
10. The following topsoil/overburden piles were measured:
N. of Boneyard Area - 853 cu.yd.; 120' x 24' x 8'
- 6,667 cu.yd.; 180' x 10' x 100'
- 3,800 cu.yd.; 36' x 6' x 475'
- 1,067 cu.yd.: 120' x 8' x 30'
- 3,833 cu.yd.; 1,150' x 30' x 3'
Northeast Lake - 4,163 cu.yd.; 223' x 84' x 6'