2009-07-13_PERMIT FILE - M2009054 ‎(3)‎

• Permit No: M2009054
• IBM Index Class Name: Permit File
• Doc Date: 7/13/2009
• Doc Name: Ex. Reclamation Plan Map
• From: All-Rite Paving
• To: DRMS
• Media Type: M
• Archive: No

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�' ,'SIGN 4390 — \
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WATER TANKS
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/ Y EXISTING PERMIT M- 2004 -055
BOUNDARY
SIGN.
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SIGN. s"
(4400,
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(4400) / C
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ATER TANK
FEED SITE \
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25' %SETBACK( - —
I 25' $ETBK
(4410) -
PROPERTY BOUNDARY
�- -- "'- • "" °• ° °. �_ " �\ 3 STRAND BARBED WIRE WITH
200'
SETBACK \\ /
\ / PROPOSED PERMIT BOUNDARY
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POWER POLES -250' O.C. / I
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GRAPHIC SCALE
zoo o 100 zoo wo
( IN FEET )
1 inch = 200 ft.
LEGEND
®............ PROPOSED PERIBOUNDARY
EXISTING PERM
.— __- - - - - -- PROPERTY LIN
200' SETBACK
—. -- MINING PHASE
_... _...— ...— ... —...— DITCH / WATERWAY
OVERHEAD UTILITY LINE
—w —w — WATER LINE
PAVED ROAD
---- ------ --------- -- - - --- UNPAVED ROAD
EXISTING INDEX CONTOUR (10')
_. EXISTING INTERMEDIATE CONTOUR (2')
PROPOSED INDEX CONTOUR (10)
_� -- - - PROPOSED INTERMEDIATE CONTOUR (2')
C EXISTING STRUCTURE
REFERENCES:
TOPOGRAPHICAL CONTOURS FROM USDS DEN
FOR MANZANOL COLORADO 7.5' QUADRANGLE.
NATIVE GRASS SEED MIX
SPECIES
VARIETY'
PLS
(LBS/ACRE)
PERCENT OF
III N
SIDE OATS GRAMA
VAUGHN
4.5
50
BLUE GRAMA
LOVINGTON
:0.75
25
WESTERN WHEATGRASS.
ARRIBA
1.6
10
SAND DROPSEED
NATIVE
0.03
5
GALLETA GRASS
(CARPOPSIS)
I
B•2
5
SWITCHGRASS
BIACKWELL
0.25
5
TOTAL
7'32
100
r
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l l
l
ATER TANK
FEED SITE \
p 1
I
/
25' %SETBACK( - —
I 25' $ETBK
(4410) -
PROPERTY BOUNDARY
�- -- "'- • "" °• ° °. �_ " �\ 3 STRAND BARBED WIRE WITH
200'
SETBACK \\ /
\ / PROPOSED PERMIT BOUNDARY
\ 1
w I,
i A
lI \ l I I
POWER POLES -250' O.C. / I
\ v
'QSW-Al axu�
GRAPHIC SCALE
zoo o 100 zoo wo
( IN FEET )
1 inch = 200 ft.
LEGEND
®............ PROPOSED PERIBOUNDARY
EXISTING PERM
.— __- - - - - -- PROPERTY LIN
200' SETBACK
—. -- MINING PHASE
_... _...— ...— ... —...— DITCH / WATERWAY
OVERHEAD UTILITY LINE
—w —w — WATER LINE
PAVED ROAD
---- ------ --------- -- - - --- UNPAVED ROAD
EXISTING INDEX CONTOUR (10')
_. EXISTING INTERMEDIATE CONTOUR (2')
PROPOSED INDEX CONTOUR (10)
_� -- - - PROPOSED INTERMEDIATE CONTOUR (2')
C EXISTING STRUCTURE
REFERENCES:
TOPOGRAPHICAL CONTOURS FROM USDS DEN
FOR MANZANOL COLORADO 7.5' QUADRANGLE.
NATIVE GRASS SEED MIX
SPECIES
VARIETY'
PLS
(LBS/ACRE)
PERCENT OF
III N
SIDE OATS GRAMA
VAUGHN
4.5
50
BLUE GRAMA
LOVINGTON
:0.75
25
WESTERN WHEATGRASS.
ARRIBA
1.6
10
SAND DROPSEED
NATIVE
0.03
5
GALLETA GRASS
(CARPOPSIS)
NATIVE
B•2
5
SWITCHGRASS
BIACKWELL
0.25
5
TOTAL
7'32
100
N
:
1. AVAILABILITY MAY DICTATE THE NEED FOR SUBSTITUTION OR OMISSION.
2. PURE LIVE SEED POUNDS PER ACRE; RATES SHOWN ARE FOR DRILL SEEDING. DOUBLE RATES
FOR BROADCAST SEEDING.
3. PERCENT OF MIX CALCULATED ON A SEEDS- PER - SQUARE -FOOT BASIS.
4. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE LAND PLANNER (BANKS AND GESSO, LLC;
303 - 274 -4277)
J; GATED SITE ACCESS
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GRAVEL ACCESS ROAD, 16' WIDE '\
RECLAIMED WITH SOIL AND SEEDED
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NOTES:
1. COMMON MINING PHASE BORDERS RECLAIMED WITH LATER
PHASE NEAR VERTICAL HIGH WALL REMAIN TEMPORARILY.
2. TWO EXISTING STOCKPILES ON SITE USED FOR RECLAMATION
3. RECLAMATION SOIL MEDIUM CONSISTS OF OVERBURDEN,
REJECT MATERIAL, AND / OR MANURE.
4. RECLAMATION SOIL SPREAD 3 TO 5 INCHES OVER GRADING
SURFACE.
5. STORMWATER BASIN AREA WILL BE GRADED OVER TO BLEND
WITH THE SLOPE AND SEEDED.
6. RECLAIMED SLOPES ARE A MAXIMUM OF 4:1
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PREPARED UNDER THE SUPERVISION OF:
z r, J 7c 7h/ &9
NAME DATE
T ITLE /
b
EXHIBIT F: R
PREPARED BY: Af'Pl 1:
NM BANKS AND GESSO, LLC. ALL -RITE PAVING & REDI -MIX, INC.
■■ LAKEWOOD, COLORADO 80215 CANON O CITY, X CO 81215
1 PER OWNER REVIEW DRF 8/3/09 (303) 274 -4277
0 ISSUED FOR REVIEW DRF -- JOB NO DATE SCALE DRAWN BY
IEV. DESCRIPTION ` ^- BY DATE 09002 5/6/09 Y =200' DIRT
/
/
J; GATED SITE ACCESS
I � A
I \
I A V I
/
GRAVEL ACCESS ROAD, 16' WIDE '\
RECLAIMED WITH SOIL AND SEEDED
I i
V I
\ I
\ I
NOTES:
1. COMMON MINING PHASE BORDERS RECLAIMED WITH LATER
PHASE NEAR VERTICAL HIGH WALL REMAIN TEMPORARILY.
2. TWO EXISTING STOCKPILES ON SITE USED FOR RECLAMATION
3. RECLAMATION SOIL MEDIUM CONSISTS OF OVERBURDEN,
REJECT MATERIAL, AND / OR MANURE.
4. RECLAMATION SOIL SPREAD 3 TO 5 INCHES OVER GRADING
SURFACE.
5. STORMWATER BASIN AREA WILL BE GRADED OVER TO BLEND
WITH THE SLOPE AND SEEDED.
6. RECLAIMED SLOPES ARE A MAXIMUM OF 4:1
I
I
I
I
I
PREPARED UNDER THE SUPERVISION OF:
z r, J 7c 7h/ &9
NAME DATE
T ITLE /
b
EXHIBIT F: R
PREPARED BY: Af'Pl 1:
NM BANKS AND GESSO, LLC. ALL -RITE PAVING & REDI -MIX, INC.
■■ LAKEWOOD, COLORADO 80215 CANON O CITY, X CO 81215
1 PER OWNER REVIEW DRF 8/3/09 (303) 274 -4277
0 ISSUED FOR REVIEW DRF -- JOB NO DATE SCALE DRAWN BY
IEV. DESCRIPTION ` ^- BY DATE 09002 5/6/09 Y =200' DIRT
L.(aSIGN
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IATION PLAN W
PROJECT:
PROCTOR PIT
DRMS 112 APPLICATION
OTERO COUNTY
COLORADO
NED BY APPROVAL REV
GT PB
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IATION PLAN W
PROJECT:
PROCTOR PIT
DRMS 112 APPLICATION
OTERO COUNTY
COLORADO
NED BY APPROVAL REV
GT PB