PERMFILE111663

• Permit No: C1981038A
• IBM Index Class Name: Permit File
• Doc Date: 4/29/1998
• Doc Name: RECLAIMED CONFIGURATIONS ZONES 2-A, 2-B, 2-C, 2-D, & 2-E ‎(East Mine)‎
• Section_Exhibit Name: MAP 6A-5I
• Media Type: M
• Archive: Yes

SECTION 2 -A
SCALE 1" = 20' H &V
NOTES, SECTION 2 -A
1. FLATTEN THE FILL OUTSLOPE TO 2H:1V OR FLATTER.
2. SPREAD TOPSOIL ON THE SURFACE OF SLOPE AND REVEGETATE.
3. PLACE THE FILL IN APPROXIMATELY HORIZONAL LAYERS NO MORE
THAN 24 INCHES IN THICKNESS AND COMPACT BY ROUTING THE
CONSTRUCTION EQUIPMENT UNIFORMLY OVER THE FILL SURFACE.
4. COMPACTED FILL SHALL HAVE A DRY DENSITY OF AT LEAST 90%
OF THE MAXIMUM DRY DENSITY.
ORIGINAL SLOPE --
7000
EXISTING SLOPE -- /
RECLAIMED SLOPE — -� 7
6950
RECLAIMED ROAD
SECTION 2 -C
SCALE 1 " = 20' H &V
NOTES, SECTION 2 -C
1. PLACE BUTTRESS AGAINST THE TOE OF THE
SLOPE. SLOPE BUTTRESS OUTSLOPE AT 2H:1V
OR FLATTER.
2. CLEAN REMAINING CUT OF LOOSENED ROCK.
3. REGRADE THE DRAINAGE DITCH AS NEEDED
ACCORDING TO MAP 6A -5D.
4. SPREAD TOPSOIL ON THE SURFACE OF SLOPE
AND REVEGETATE.
5. PLACE THE FILL IN APPROXIMATELY HORIZONAL
LAYERS NO MORE THAN 24 INCHES IN THICKNESS
BY ROUTING THE CONSTRUCTION EQUIPMENT
UNIFORMLY OVER THE FILL SURFACE.
6. COMPACTED FILL SHALL HAVE A DRY DENSITY
OF AT LEAST 90% OF THE MAXIMUM DRY DENSITY.
7150
0RIGINAI SLOPE —�
EXISTING SLOPE ---,/ \ /
RUAU
ORIGINAL SLOPE
RFRI AIMM SI nPF� 11-11� I
WAMMINIMMKOM
�-- RECLAIMED ROAD
SECTION 2 -B
SCALE 1 " = 20' H &V
NOTES, SECTION 2 -13
1. FLATTEN THE OUTSLOPE TO 2H:1V OR FLATTER.
2, SPREAD TOPSOIL ON THE SURFACE OF SLOPE AND REVEGETATE.
7200
iw 6l11CLliQReJJ
r%D1f]IAIAI ¢I r1DC— 7
SECTION 2 -D SECTION 2 -E
SCALE 1 " = 20' H &V SCALE 1 " = 20' H &V
NOTES, SECTION 2 -D
NOTES, SECTION 2 -E
1. PLACE BUTTRESS AGAINST THE TOE OF THE
1. PLACE BUTTRESS AGAINST THE TOE OF THE
SLOPE. SLOPE BUTTRESS OUTSLOPE AT 2H:1V
SLOPE. SLOPE BUTTRESS OUTSLOPE AT 2H:1V
OR FLATTER.
OR FLATTER.
2. REGRADE THE DRAINAGE DITCH AS NEEDED
2. CLEAN REMAINING CUT OF LOOSENED ROCK.
VI
z
3. REGRADE THE DRAINAGE DITCH AS NEEDED
3. SPREAD TOPSOIL ON THE SURFACE OF SLOPE
ACCORDING TO MAP 6A -5D.
AND REVEGETATE.
0
5. PLACE THE FILL IN APPROXIMATELY HORIZONAL
AND REVEGETATE.
LAYERS NO MORE THAN 24 INCHES IN THICKNESS
5. PLACE THE FILL IN APPROXIMATELY HORIZONAL
BY ROUTING THE CONSTRUCTION EQUIPMENT
LAYERS NO MORE THAN 24 INCHES IN THICKNESS
UNIFORMLY OVER THE FILL SURFACE.
BY ROUTING THE CONSTRUCTION EQUIPMENT
6. COMPACTED FILL SHALL HAVE A DRY DENSITY
UNIFORMLY OVER THE FILL SURFACE.
1
Revised Section 4 -C cs per 7R -18, Adequacy Letter Dated Feb. 02, 1998
L.K.J.
04 -17 -98
No.
DESCRIPT70N:
I BY
DATE
REFERENCES
1
IMap No. 6A -5N
3
Ma Nos. 6A -5A thru 6A -5M
2
jMcp No. 8A -2
7150
0RIGINAI SLOPE —�
EXISTING SLOPE ---,/ \ /
RUAU
ORIGINAL SLOPE
RFRI AIMM SI nPF� 11-11� I
WAMMINIMMKOM
�-- RECLAIMED ROAD
SECTION 2 -B
SCALE 1 " = 20' H &V
NOTES, SECTION 2 -13
1. FLATTEN THE OUTSLOPE TO 2H:1V OR FLATTER.
2, SPREAD TOPSOIL ON THE SURFACE OF SLOPE AND REVEGETATE.
7200
iw 6l11CLliQReJJ
r%D1f]IAIAI ¢I r1DC— 7
SECTION 2 -D SECTION 2 -E
SCALE 1 " = 20' H &V SCALE 1 " = 20' H &V
NOTES, SECTION 2 -D
NOTES, SECTION 2 -E
1. PLACE BUTTRESS AGAINST THE TOE OF THE
1. PLACE BUTTRESS AGAINST THE TOE OF THE
SLOPE. SLOPE BUTTRESS OUTSLOPE AT 2H:1V
SLOPE. SLOPE BUTTRESS OUTSLOPE AT 2H:1V
OR FLATTER.
OR FLATTER.
2. REGRADE THE DRAINAGE DITCH AS NEEDED
2. CLEAN REMAINING CUT OF LOOSENED ROCK.
ACCORDING TO MAP 6A -5D.
3. REGRADE THE DRAINAGE DITCH AS NEEDED
3. SPREAD TOPSOIL ON THE SURFACE OF SLOPE
ACCORDING TO MAP 6A -5D.
AND REVEGETATE.
4. SPREAD TOPSOIL ON THE SURFACE OF SLOPE
5. PLACE THE FILL IN APPROXIMATELY HORIZONAL
AND REVEGETATE.
LAYERS NO MORE THAN 24 INCHES IN THICKNESS
5. PLACE THE FILL IN APPROXIMATELY HORIZONAL
BY ROUTING THE CONSTRUCTION EQUIPMENT
LAYERS NO MORE THAN 24 INCHES IN THICKNESS
UNIFORMLY OVER THE FILL SURFACE.
BY ROUTING THE CONSTRUCTION EQUIPMENT
6. COMPACTED FILL SHALL HAVE A DRY DENSITY
UNIFORMLY OVER THE FILL SURFACE.
OF AT LEAST 90% OF THE MAXIMUM DRY DENSITY.
6. COMPACTED FILL SHALL HAVE A DRY DENSITY
OF AT LEAST 90% OF THE MAXIMUM DRY DENSITY.
PREPARED FOR:
ENGINEER'S CERTIFICATION
1 hereby certify that this drawing was done D BOWIE RESOURCES, LTD.
b,, pE Nlzmue Y direct supervision and BOWIE NO. 1 MINE
.•e1 formotion presented on P.O. BOX 1488
• `tiraw• and correct to the sown£ RESOURCES, LTD. PAONIA, COLORADO 81428
�a of m�Wwele9e and belief. ONE INC
* • Z • qzy _PREPARED BY: J, E. STOVER x ASSOCIATES
2788 Compass Dr., Suite lot DESIGNED BY:
,Ames —E. Stogy of —�- - "- craoa tot, w etsoe
�6Qrado P. E^ °,X30 _ _ - -- - - " - " - DRAWN BY L.K.J.
�_F.pn °'• °e °•'_. ,`'e�'0 -- _ _ --_ _ = CHECKED BY
RECEIVED
APR 2 9 Arta
Di +rsion of Minerals B Geol�.-y
PROJECT. BOWIE NO. 1 MINE
RECLAIMED CONFIGURATIONS
ZONES 2 —A, 2 -139 2 —C2 2 —D, & 2 —E
(East Mine)
DMG I.D. No. C - 81 - 0.38 DWG. NAME: -ne- 2.8, ,ON-03
SCALE AS NOTED AMPROVED 6A -51
IZ /ry /99
004287