2008-04-22_PERMIT FILE - C1981017 ‎(10)‎

• Permit No: C1981017
• IBM Index Class Name: PERMIT FILE
• Doc Date: 4/22/2008
• Section_Exhibit Name: Chapter II-B Appendix II-B-5 Part 2
• Media Type: D
• Archive: No

I1AlD-CONTINENT RESOURCES, INC.
PRODUCERS OF THE FAMOUS COAL BASIN COKING COAL
BOX 1 S8
CARBONDALE, COLORADO 81623
~10•CONTINENT RESOURCES.INC
5 PLAINFIELO ROAD • SUITE 220
WILLOWEIROOK ILLINOIS 60521
May 23, 1988
Ms. Candace Thompson
Hydrologist
Mined Land Reclamation
1313 Sherman Street, Room 423
Denver, CO 80203
RE: Technical Revision Request For Light Lse Road At The Sutey
Refuse Disposal Area.
Dear Ms. Thompson,
TEIEPMONE
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Mid-Continent Resources hereby requests a Technical .Revision to
Permit #C-017-81 for the construction of a light use road at the
Sutey Refuse Disposal Area (Figure 1). This road is needed to
allow access to the new conveyor construction area and the
occasional monitoring of the completed conveyor.
• As will be noted on figure 1 the proposed location of the new
road takes off from the switch-back of the existing road. The
location of the new road will lie entirely within our permit
boundary area. The overall grade will be 9.5~ with a maximum
pitch grade of 10% (Figure 2).
The length of the new road will be 1850 feet. Assuming an average
road width of 15', and an additional 15' for the cuts and fills,
the total acreage of disturbance will be 1.27 acres. The ridge.
where the road is to be located is composed mainly of Mancos
Shale with very little topsoil available. A conservative average
depth of topsoil in this area is 6". Therefore, 1030 yards of
topsoil will be removed and stockpiled at the approved Sutey
topsoil location.
The construction sequence for this road will be as follows:
1) All topsoil will be removed and stockpiled.
2) A 24" diameter culvert will be placed at station 0+00
(junction of existing road and new road).
3) Where cuts are in unconsolidated material the slope will
be 1V:1.5H. Cuts in Mancos Shale will be 1V:0.25H.
When operations cease, and final reclamation has begun, the road
will be put back to its approximate original contour and
reclaimed. The bonding calculations for this road are as follows:
156