2013-05-22_PERMIT FILE - M2013023 ‎(2)‎

• Permit No: M2013023
• IBM Index Class Name: Permit File
• Doc Date: 5/22/2013
• Doc Name: Map M-3, Ex. C, Mining Plan Map and Ex. D, Reclamation Plan Map
• From: ABDCAD, LLC
• To: DRMS
• Email Name: TOD
• Media Type: M
• Archive: No

BOUNDARY MARKERS AT EACH
CORNER AND AT INTERVALS AND
WIRE FENCE ON THE NORTH, WEST,
EAST AND SOUTH BOUNDARIES
SHALL BE PLACED TO ENSURE ALL
OFFSITE AREAS WILL NOT BE
DISTURBED BY MINING OPERATIONS
STORMWATER ROCK FILTER (TYPICAL)
CLEANED AND SCREENED 1 1/2" GRAVEL
BERM
APPROXIMATELY 18" TO 24" TALL AND
APPROX.
100' -0" LONG X T -0" WIDE AT THE BASE.
BOUNDARY MARKERS AT
EACH CORNER AND AT
INTERVALS AND WIRE FENCE
ON THE NORTH, WEST, EAST
AND SOUTH BOUNDARIES
SHALL BE PLACED TO
ENSURE ALL OFFSITE AREAS
WILL NOT BE DISTURBED BY
'MINING OPERATIONS
0I
500' -0"
EXHIBIT C
MINING PLAN MAP
j SCALE: 1" = 100'- 0"
COMMENCE
MINING
OPERATION
STOCKPILES WILL BE
REMOVED AND
RECLAIMED
MATERIAL
,•,• "ILE
u „ MATERIAL
�` a STOCKPILE
MATERIAL
STOCKPILE
DIRECTION OF
MINERAL EXTRACTION
TERIAL
REENER
DIRECTION OF
MINERAL
AL EXTRACTION
.R
4.
MAN- MADE - STRUCTURE: -
3 WIRE FENCE
MINING PLAN -AREA OF 10'- 0" 1
THICK STRAIGHT WALL
DIRECTION OF
MINERAL
EXTRACTION
TOPSOIL
gTnrKPII . F
NOTE:
IF GROUNDWATER IS EXPOSED DURING MINING
OPERATIONS EVERY EFFORT WILL BE MADE TO STOP FLOW
AND MITIGATE ANY FUTURE GROUNDWATER SEEP.
NO EXPLOSIVES WILL BE USED DURING THE MINING
OPERATION.
WHILE EXCAVATING A HIGHWALL WILL BE CREATED. THE
WALL WILL BE APPROXIMATELY 10' -0" HIGH, AT 1:1 SLOPE,
AND POTENTIALL DEEPER TO EXTRACT MATERIAL, AND
APPROXIMATELY 850' -0" IN LENGTH ALONG THE SOUTH
BOUNDARY AT ANY GIVEN TIME DURING THE MINING
OPERATION. DEEPER CUTS SHALL BE BACKILLED TO
PERMIT DEPTHS WITH -IN 30 DAYS OF EXCVATION.
THE TOPSOIL STOCKPILE WILL BE PLANTED WITH A GRASS
MIX INCLUDING: SIDEOATS GRAMA 1.1 LBS PER ACRE,
WESTERN WHEAT GRASS 2.0 LBS PER ACRE, BLUE GRAMA
0.3 LBS PER ACRE, LITTLE BLUESTEM 0.7 LBS PER ACRE,
AND INDIAN RICEGRASS 0.4 LBS PER ACRE.
r-�
PORTABLE TOILET PORTABLE PI
OFFICE
NEW 110 PERMIT BOUNDARY
■' (9.9 ACRES
MAN -MADE STRUCTURE:
IRRIGATION GATION DITCH
MINE ENTRANCEIEXIT
ENTRY/
EXIT /
MAN -MADE STRUCTURE:
l CENTER PIVOT SPRINKLER'I
500' -01, \
MINING PLAN - AREA OF 10'- 0"
THICK STRAIGHT WALL
PROPERTY OWNER:
BRADY COEN
P.O. BOX 181
WILEY, CO 81092
J
"L BOUNDARY MARKERS AT EACH
CORNER AND AT INTERVALS AND
-- -WIRE FENCE ON THE NORTH,
WEST, EAST AND SOUTH
BOUNDARIES SHALL BE PLACED
TO ENSURE ALL OFFSITE AREAS
WILL NOT BE DISTURBED BY j
MINING OPERATIONS
PROPERTY OWNER:
BOURNE LIMITED PARTNERSHIP
33111 HWY 196
WILEY, CO 81092
t
SCALE: 1" = 100'
EXISTING ELEVATION
EXHIBIT D
RECLAMATION PLAN MAP
SCALE: 1" = 100'- 0"
EXISTING ELEVATION
6" TOPSOIL AND GRASS SEED
NEW PERMIT BOUNDARY
( 9.9 ACRES)
AND GRASS SEED
NOTE:
THE SEED BED WILL BE PREPARED FOR
SEEDING BY TILLING THE TOP SOIL, RE-
COMPACTING THE SEED BED, AND
PLANTING.
RIVERSIDE AGGREGATES, LLC PLANS TO
APPLY 6" OF TOPSOIL TO THE SITE AND
ESTIMATES APPROXIMATELY 10,650 C.Y. OF
TOPSOIL IS NEEDED TO RECLAIM THE 9.9
ACRES OF LAND. THE ESTIMATED COST FOR
MATERIAL IS $10,650.00.
THE TOTAL ESTIMATED VOLUME USED TO
BACKFILL THE PIT FOR RECLAMATION IS
BASED ON A PROPOSED SLOPE EQUAL TO
4:1 BEGINNING AT THE NORTH BOUNDARY
OF THE MINING AREA AND SLOPING TO THE
EXISTING ELEVATION AT THE
NORTHWESTERN BOUNDARY. IT IS
ESTIMATED THAT THE MAXIMUM LENGTH OF
SLOPE ANGLE OF THE HIGHWALL WILL BE
40' TO 50' AT ANY GIVEN TIME DURING THE
MINING OPERATION.
MAP LEGEND
PERMIT BOUNDARY
PROPERTY LINE
EXISTING ACCESS ROAD
MATERIAL STOCK PILE
AREA OF 10' -0"
STRAIGHT WALL
_ -
TOPSOIL STOCKPILE
- - DITCH LATERAL
-- - -- - -- FENCE LINE
r
r
EXISTING ELEVATION
IRRIGATED FARM LAND
EXISTING ELEVATION
PROPERTY OWNER:
BOURNE LIMITED PARTNERSHIP
33111 HWY 196
WILEY, CO 81092
PROPERTY OWNER:
BRADY COEN
P.O. BOX 181
WILEY, CO 81092
w
U
J
J
a
Q
U
0
C
m
m
•U
J
J
a
W
m N
c�o
co '
z
0Orn
z
L_
N
a
1.4 00
in - rn
0
a
U
w
O
O
z-
z
Q
U
w m
H
I-
u xw
w W
2
N
H
a
z Q0
a�
Q� M
U
w
u
u
w
0
a
DATE:
5/21/2013
SCALE:
SHEET:
U
J
J
Q
U
j
C
m
W
•U
J
J
a
W
m N
c�o
co '
z
0Orn
L_
N
a
1.4 00
in - rn
o
DATE:
5/21/2013
SCALE:
SHEET: