2012-01-24_PERMIT FILE - M2011054 ‎(3)‎

• Permit No: M2011054
• IBM Index Class Name: Permit File
• Doc Date: 1/24/2012
• Doc Name: Ex. F- Reclamation Plan Map
• From: Paul Banks
• To: DRMS
• Media Type: M
• Archive: No

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top of See notes
N.W.L. at cut regarding possible
elev. 4865 (est.) backfill scenarios
concurrent permit
grade break 10' backfilling boundary
beloiw N.W.L. at 3:1 / 2:1
slopes using
overburden
from site
base of 25'
lake -- - - -___
T:1 backfill natural
pit edge ground
(during mining)
bedrock
Typical Reclamation Side Slope Cross Section
no scale
Permanent Seed Mix for Final Reclamation
map syMMuttongrass
mon name grasses
variety
PLS / AC to use
seeding rate In PLS
(LBS / ACRE)
percent of mix { %)
•v w W
socaton
Salado
1.5
0.3
20
Mesa County Colorado
d saitgrass
Grand Junction, CO 81502
3.0
0.5
15
SCALE
rn wheatgrassc
Arciba
16.0
3,2
20
11019
rush squirceltail
1" =100°
9.0
0.9
10
1
unch wheatgrmss
Goldar
12.0
2.4
20
ngrass
1.0
0.2
15
TOTALS
42.5
7.5
100
7W W +M
1
W W
W w
/
W W
W
W W W W
W W W
W W W
W
W
it W W
Property line
Right -of -way
----- - - - - -- Permit boundary
Fence
Ditch / waterway
Overhead utility
—'* — rr — rr — rr — Floodplain
Brush line
m— Mining Limits
Paved road
---------------------
----------- - - - - -- Unpaved road
- - Existing index contour (10')
Existing intermediate contour (2')
- -- �— Proposed reclamation index contour (10')
Proposed reclamation intermediate contour (2')
Existing structure
Culvert
♦ Surface drainage
GRAPHIC SCALE
a 50 7ae
( IN FEET )
1 inch = 100ft.
Contour Interval = 2'
PREPARED UNDER THE SUPERVISION OF:
NAME DATE
GRANU�r,ra _, . �, =FICE
DlYL
IRSCLWTIONMINlltilt SAFETY
TITLE
if
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EXHIBIT F: RECLAMATION PLAN MAP
PREPARED BY:
APPLICANT:
PROJECT:
❑❑ PAUL BANKS AND ASSOCIATES, LLC
Oldcaslte Southwest Group, Inc.
Debeque Sand and Gravel Resource
720 KIPDNG ST., SUITE 117
dba United Companies
DBMS 112 Permit Application
LAKEWOOD, COLORADO 80215
(303) 274 -4277
2273 River Rood P.O. Box 3609
Mesa County Colorado
Grand Junction, CO 81502
JOB NO
DATE
SCALE
DRAWN BY
DESIGNED BY
APPROVAL
REV
SHEE1
11019
1/19/12
1" =100°
DF
P8
P8
1