PERMFILE101653

• Permit No: C1981018A
• IBM Index Class Name: Permit File
• Doc Date: 8/24/2001
• Doc Name: B Seam Rock Dust Hole RDH-2
• Section_Exhibit Name: Map 154
• Media Type: M
• Archive: Yes

ED
4
18'
9.
m i
io
ROAD DUST CONTROL ADDITIVE STORAGE TANK CONTAINMENT
2%
2:1\ / 21
1
C. /L
GRAVEL SURFACE
21
2%
1 \ / 2Q
TYPICAL ROAD SECTION
(NOT TO SCALE)
C ❑NC, PAD FOR ROCK
DUST TANK
#4 REBAR ON
12' CENTERS
18.0'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SECTION A - A'
NO
SCALE
1. The containment berm around the pad will also serve as containment
for the topsoil pile,
2. The contours shown reflect the original ground as well
as the post reclamation contours.
3. Outlet structures for containment beryls shall be consistent with
'Typical Degasification Borehole Pads' S.A.E. demonstration.
�j 4, An estimated 324 cu, yds. of topsoil will be stripped from the
new pad area using a 5' stripping depth. No stripping will occur along the
2.0' existing road areas, Earthwork quantities for pad and road construction
J are 900 cu.yds. of cut and fill.
5, The concrete pads shown above will consist of approximately
General Notes
37.9 cu. yds.
of concrete,
Road Notes
1. Final grade and alignment was determined in the field to minimize
earthwork and to provide for drainage control.
2. Sediment
will be controlled along the roacyby graveling the surface,
J MA
P 154
add Coherex tank
BLUE MOUNTAIN ENERGY, INC.
DESERADO MINE RANGELY, COLORADO
AM ROCK DUST HOLE RDH -2
Dwg. >r D G A Dw . File Name:
�lrna 154,dw
Chk_ by. Appr. by
Scale: Date:
np, 554
9'
'
6'
a
ED
4
18'
9.
m i
io
ROAD DUST CONTROL ADDITIVE STORAGE TANK CONTAINMENT
2%
2:1\ / 21
1
C. /L
GRAVEL SURFACE
21
2%
1 \ / 2Q
TYPICAL ROAD SECTION
(NOT TO SCALE)
C ❑NC, PAD FOR ROCK
DUST TANK
#4 REBAR ON
12' CENTERS
18.0'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SECTION A - A'
NO
SCALE
1. The containment berm around the pad will also serve as containment
for the topsoil pile,
2. The contours shown reflect the original ground as well
as the post reclamation contours.
3. Outlet structures for containment beryls shall be consistent with
'Typical Degasification Borehole Pads' S.A.E. demonstration.
�j 4, An estimated 324 cu, yds. of topsoil will be stripped from the
new pad area using a 5' stripping depth. No stripping will occur along the
2.0' existing road areas, Earthwork quantities for pad and road construction
J are 900 cu.yds. of cut and fill.
5, The concrete pads shown above will consist of approximately
General Notes
37.9 cu. yds.
of concrete,
Road Notes
1. Final grade and alignment was determined in the field to minimize
earthwork and to provide for drainage control.
2. Sediment
will be controlled along the roacyby graveling the surface,
J MA
P 154
add Coherex tank
BLUE MOUNTAIN ENERGY, INC.
DESERADO MINE RANGELY, COLORADO
AM ROCK DUST HOLE RDH -2
Dwg. >r D G A Dw . File Name:
�lrna 154,dw
Chk_ by. Appr. by
Scale: Date:
np, 554