PERMFILE131315

• Permit No: C1980007A
• IBM Index Class Name: Permit File
• Doc Date: 7/30/1997
• Doc Name: Load Out Area Plan View & Site Details
• Section_Exhibit Name: Exhibit 66 Pond MB-4 Drawing 2
• Media Type: M
• Archive: Yes

`i
,m
v,00
Y�1
SEE DRAWING 1 FOR EXTENT
OF CONCRETE PAVING
<-01.
8' SPIGOT TYPE CAST IRON
SHEAR GATE WITH 18" LIFTING
HANDLE. NEENAH FOUNDARY
COMPNN /R5005-D3 OR
EOUN
LOAD OUT AREA PLAN VIEW
Scale: I"=10'
ELEVATION Li
- 6081.6 - 6081.6
GRADED UNPAVED SURFACE 6' 15' 6'
1.�
CAULK JOINT
11Y
SECTION A
1 M
8' PVC TO
SEDIMENT TRAP
10 FLOOR OF TRENCH SLOPES UNIFORMLY
FROM POINT 12' DEEP TO 18" DEEP-
12' 110 WELDED WIRE FABRIC
O.C. BOTH WAYS
STANDARD
b
Jr.1 '
10 WELDED WIRE FABRIC
O.C. BOTH WAYS
SECTION B
SCALE: 3/4" = 1' -0"
TRENCH DRAIN DETAIL
1 1
SCALE: 3/4" =
MAXIMUM SPACING FOR DUMMY OR CONSTRUCTION JOINTS
10' BOTH WAYS
u `
�1 CONCRETE PAVEMENT DETAIL
1
SCALE: 1 -1/2" = 1' -0„
g " -- 3/4" CHAMFER NOTE:
EACH SIDE CONSTRUCT CONCRETE WALL FROM OUTSIDE FACE TO
OUTSIDE FACE OF LOAD OUT FACILITY FOUNDATION
- PIERS AS SHOWN IN LOAD OUT AREA PLAN VIEW THIS
DRAWING (APPROX 42' -3' LONG). PROVIDE VERTICAL
-. CONSTRUCTION JOINT AT MIDPOINT IN WALL.
N5 REINF BARS
12" O.C. BOTH DIRECTIONS
4 1/2' EXPANSION JOINT MATERIAL
- -- -, 3" FILLET
PITCH TO DRAIN
6" CONCRETE
PAVEMENT
I
I
NEW TRENCH DRAIN
2'-9 "t -- - --
8" a,
OUTLINE OF EXISTING LOAD OUT
05 BENT REINF FACILITY FOUNDATION PIERS
4 #5 REINF BARS Y BARS 12" O.C.
SECTION Y -Y' - CONCRETE WALL DETAIL
(SEE LOAD OUT AREA PLAN VIEW - THIS DRAWING)
1.
SCALE: 3/4" = 1' -0"
6' CONCRETE AS SHOWN ON GRADING
PLAN (DWG. NO. 1) ALL CONCRETE TO
BE PLACED WITH WELDED WIRE FABRIC
/10 WIRE 6' O.C. BOTH WAYS
�� SECTION - NORTH TRACK
1 4
NOT TO SCALE
PROVIDE STRAIGHT VERTICAL JOINT IN CONCRETE
ALIGNED WITH ENDS OF TIES. STOP
REINFORCING 2' ON EITHER SIDE OF JOINT
CHAMFER EDGE OF
6' CONCRETE PAVING RAILROAD TIE
a
�l- w
PROVIDE STRAIGHT VERTICAL JOINT IN CONCRETE J
ALIGNED WITH ENDS OF TIES. STOP �7
REINFORCING 2' ON EITHER SIDE OF JOINT
3/4' EXPANSION JOINT MATERIAL
AROUND FULL DEPTH OF CONCRETE
CONTACT (TYPICAL OF ALL RAILROAD
TIES IN CONTACT WITH CONCRETE)—
1- CONCRETE BETWEEN TIES. 6' CONCRETE ELSEWHERE
AS SHOWN ON GRADING PUN (DWG. NO. 1) ALL
CONCRETE TO BE PLACED WITH WELDED WIRE FABRIC
BALLAST BY OTHERS 010 WIRE 6' O.C. BOTH WAYS
SECTION - SOUTH TRACK AT CONCRETE PAVED AREA
NOT TO SCALE
DRAWING No. DRAWING TITLE
t PROPOSED AND EXISTING SITE PLAN
W — -
O 3 SEDIMENT TRAP AND RETENTION POND DETAIL
z -
W- - -- - - - - -- - _ -- - -- —
Li
W- -- - - - -- --- - - - - -- - - - -..
No
DESCRIPTION
BY
CHKD.
APPROVED
DATE
7/97
A
ISSUED FOR CONSTRUCTION BIDDING AND PERMITTING
BRJ
ALS
MHL
W
7/97
MHL
7/97
RUNOFF
COMPACTED SOIL
DEPARTMENT OF HIGHWAYS CLASS AX STRUCTURAL CONCRETE (4000 PSI, 6 1/2 SACKS OF
. �... ♦
❑
z
' '
u -
—
—
O
O
6. AFTER EXCAVATION TO THE NEW REQUIRED GRADE OR PRIOR TO PLACING NEW
CONSTRUCTION ON EXISTING NATIVE EARTHEN MATERIAL, THE SUBGRADE SHALL BE
FILTERED WATER
SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND RECOMPACTED TO A DENSITY OF 907E
I
OF STANDARD PROCTOR. EXCESS MATERIAL OR UNSUITABLE MATERIAL SHALL BE DISPOSED
L,
AT THE OWNER'S LOWER REFUSE PILE. ALL FILL SHALL BE PLACED IN MAXIMUM 8 INCH
SECTION A -A
LIFTS AND EACH LIFT COMPACTED TO A DENSITY OF 95% OF STANDARD PROCTOR,
GENERAL NOTES:
W
7. THE EXISTING DETENTION POND SHALL BE EXCAVATED TO REMOVE ALL UNSUITABLE
1. WEDGE LOOSE STRAW BETWEEN THE
MATERIAL AS DETERMINED BY THE OWNER'S REPRESENTATIVE. THE MATERIAL SHALL BE
STAKED BALES.
DISPOSED OF AT THE OWNER'S LOWER REFUSE PILE. THE AREA SHALL BE BACKFILLED TO
2. INSPECT AND REPAIR FILTERS AFTER EACH INLET FILTER
STORM EVENT. REMOVE
THE NEW CONTOURS SHOWN ON THE DRAWINGS IN MAXIMUM 8 INCH LIFTS AND EACH LIFT
SEDIMENT WHEN ONE
COMPACTED TO A DENSITY OF 95% OF STANDARD PROCTOR.
HALF OF THE FILTER DEPTH HAS BEEN FILLED.
MAXIMUM SPACING FOR DUMMY OR CONSTRUCTION JOINTS
10' BOTH WAYS
u `
�1 CONCRETE PAVEMENT DETAIL
1
SCALE: 1 -1/2" = 1' -0„
g " -- 3/4" CHAMFER NOTE:
EACH SIDE CONSTRUCT CONCRETE WALL FROM OUTSIDE FACE TO
OUTSIDE FACE OF LOAD OUT FACILITY FOUNDATION
- PIERS AS SHOWN IN LOAD OUT AREA PLAN VIEW THIS
DRAWING (APPROX 42' -3' LONG). PROVIDE VERTICAL
-. CONSTRUCTION JOINT AT MIDPOINT IN WALL.
N5 REINF BARS
12" O.C. BOTH DIRECTIONS
4 1/2' EXPANSION JOINT MATERIAL
- -- -, 3" FILLET
PITCH TO DRAIN
6" CONCRETE
PAVEMENT
I
I
NEW TRENCH DRAIN
2'-9 "t -- - --
8" a,
OUTLINE OF EXISTING LOAD OUT
05 BENT REINF FACILITY FOUNDATION PIERS
4 #5 REINF BARS Y BARS 12" O.C.
SECTION Y -Y' - CONCRETE WALL DETAIL
(SEE LOAD OUT AREA PLAN VIEW - THIS DRAWING)
1.
SCALE: 3/4" = 1' -0"
6' CONCRETE AS SHOWN ON GRADING
PLAN (DWG. NO. 1) ALL CONCRETE TO
BE PLACED WITH WELDED WIRE FABRIC
/10 WIRE 6' O.C. BOTH WAYS
�� SECTION - NORTH TRACK
1 4
NOT TO SCALE
PROVIDE STRAIGHT VERTICAL JOINT IN CONCRETE
ALIGNED WITH ENDS OF TIES. STOP
REINFORCING 2' ON EITHER SIDE OF JOINT
CHAMFER EDGE OF
6' CONCRETE PAVING RAILROAD TIE
a
�l- w
PROVIDE STRAIGHT VERTICAL JOINT IN CONCRETE J
ALIGNED WITH ENDS OF TIES. STOP �7
REINFORCING 2' ON EITHER SIDE OF JOINT
3/4' EXPANSION JOINT MATERIAL
AROUND FULL DEPTH OF CONCRETE
CONTACT (TYPICAL OF ALL RAILROAD
TIES IN CONTACT WITH CONCRETE)—
1- CONCRETE BETWEEN TIES. 6' CONCRETE ELSEWHERE
AS SHOWN ON GRADING PUN (DWG. NO. 1) ALL
CONCRETE TO BE PLACED WITH WELDED WIRE FABRIC
BALLAST BY OTHERS 010 WIRE 6' O.C. BOTH WAYS
SECTION - SOUTH TRACK AT CONCRETE PAVED AREA
NOT TO SCALE
DRAWING No. DRAWING TITLE
t PROPOSED AND EXISTING SITE PLAN
W — -
O 3 SEDIMENT TRAP AND RETENTION POND DETAIL
z -
W- - -- - - - - -- - _ -- - -- —
Li
W- -- - - - -- --- - - - - -- - - - -..
A
AREA INLET WITH GRATE
:1 GENERAL NOTES
ENGINEERING RECORD
BY
DATE
3. GALVANIZED STEEL SHEET PILING SHALL BE FURNISHED WITH A POSITIVE INTERLOCK
DESIGNED
MHL
7/97
Of
z
DRAWN
CHECKED
BRJ
7/97 _
7/97
ALS
W
APPROVED
MHL
7/97
RUNOFF
COMPACTED SOIL
DEPARTMENT OF HIGHWAYS CLASS AX STRUCTURAL CONCRETE (4000 PSI, 6 1/2 SACKS OF
A
AREA INLET WITH GRATE
:1 GENERAL NOTES
1. ALL CONCRETE THICKNESSES AND SIZES OF REINFORCING STEEL OR MESH GIVEN ON THE
DRAWINGS ARE FOR BID PURPOSES ONLY. INFORMATION WALL BE CONFIRMED OR CHANGED
SUBSEQUENT TO SOIL SAMPLING AND TESTING PRIOR TO CONSTRUCTION.
2. GALVANIZED INTERLOCKING STEEL SHEET PILING SIMILAR AND EQUAL TO THAT FURNISHED
BY BIG R MANUFACTURING COMPANY, GREELEY, COLORADO, IS THE MATERIAL OF
PREFERENCE FOR THE POND WALLS. IF THE CONTRACTOR ELECTS NOT TO USE STEEL
SHEET PILING A SUBSTITUTE DESIGN FOR REINFORCED CONCRETE SHALL BE SUBMITTED BY
THE CONTRACTOR FOR APPROVAL. THE DESIGN SHALL BE STAMPED BY A COLORADO
- PROFESSIONAL ENGINEER AND SHALL CONTAIN ALL DETAIL NECESSARY FOR CONSTRUCTION
PURPOSES.
STRAW BALES STAKED WIR1
�N i
TWO STAKES PER BALE A I
3. GALVANIZED STEEL SHEET PILING SHALL BE FURNISHED WITH A POSITIVE INTERLOCK
RUNNING THE FULL LENGTH OF THE SHEETS. THICKNESS SHALL BE 10 GAUGE. THE STEEL
PLAN VIEW
USED IN THE FABRICATION OF THE SHEET PILING SHALL MEET OR EXCEED THE
REQUIREMENTS OF ASTM A 444 OR A 446 GRADE A. STEEL SHALL BE GALVANIZED PER
ASTM A 525 WITH A MINIMUM OF A CLASS G 210 COATING. THE SECTION MODULUS SHALL
BE A MINIMUM OF 3.33 CUBIC INCHES PER SECTION AND 2.23 CUBIC INCHES PER FOOT.
El
4. ALL CONCRETE SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE COLORADO
RUNOFF
COMPACTED SOIL
DEPARTMENT OF HIGHWAYS CLASS AX STRUCTURAL CONCRETE (4000 PSI, 6 1/2 SACKS OF
. �... ♦
❑
V
' '
u -
IMMEIM
O
6. AFTER EXCAVATION TO THE NEW REQUIRED GRADE OR PRIOR TO PLACING NEW
CONSTRUCTION ON EXISTING NATIVE EARTHEN MATERIAL, THE SUBGRADE SHALL BE
FILTERED WATER
SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND RECOMPACTED TO A DENSITY OF 907E
I
OF STANDARD PROCTOR. EXCESS MATERIAL OR UNSUITABLE MATERIAL SHALL BE DISPOSED
L,
AT THE OWNER'S LOWER REFUSE PILE. ALL FILL SHALL BE PLACED IN MAXIMUM 8 INCH
SECTION A -A
LIFTS AND EACH LIFT COMPACTED TO A DENSITY OF 95% OF STANDARD PROCTOR,
GENERAL NOTES:
7. THE EXISTING DETENTION POND SHALL BE EXCAVATED TO REMOVE ALL UNSUITABLE
1. WEDGE LOOSE STRAW BETWEEN THE
MATERIAL AS DETERMINED BY THE OWNER'S REPRESENTATIVE. THE MATERIAL SHALL BE
STAKED BALES.
1. ALL CONCRETE THICKNESSES AND SIZES OF REINFORCING STEEL OR MESH GIVEN ON THE
DRAWINGS ARE FOR BID PURPOSES ONLY. INFORMATION WALL BE CONFIRMED OR CHANGED
SUBSEQUENT TO SOIL SAMPLING AND TESTING PRIOR TO CONSTRUCTION.
2. GALVANIZED INTERLOCKING STEEL SHEET PILING SIMILAR AND EQUAL TO THAT FURNISHED
BY BIG R MANUFACTURING COMPANY, GREELEY, COLORADO, IS THE MATERIAL OF
PREFERENCE FOR THE POND WALLS. IF THE CONTRACTOR ELECTS NOT TO USE STEEL
SHEET PILING A SUBSTITUTE DESIGN FOR REINFORCED CONCRETE SHALL BE SUBMITTED BY
THE CONTRACTOR FOR APPROVAL. THE DESIGN SHALL BE STAMPED BY A COLORADO
- PROFESSIONAL ENGINEER AND SHALL CONTAIN ALL DETAIL NECESSARY FOR CONSTRUCTION
PURPOSES.
STRAW BALES STAKED WIR1
�N i
TWO STAKES PER BALE A I
3. GALVANIZED STEEL SHEET PILING SHALL BE FURNISHED WITH A POSITIVE INTERLOCK
RUNNING THE FULL LENGTH OF THE SHEETS. THICKNESS SHALL BE 10 GAUGE. THE STEEL
PLAN VIEW
USED IN THE FABRICATION OF THE SHEET PILING SHALL MEET OR EXCEED THE
REQUIREMENTS OF ASTM A 444 OR A 446 GRADE A. STEEL SHALL BE GALVANIZED PER
ASTM A 525 WITH A MINIMUM OF A CLASS G 210 COATING. THE SECTION MODULUS SHALL
BE A MINIMUM OF 3.33 CUBIC INCHES PER SECTION AND 2.23 CUBIC INCHES PER FOOT.
El
4. ALL CONCRETE SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE COLORADO
RUNOFF
COMPACTED SOIL
DEPARTMENT OF HIGHWAYS CLASS AX STRUCTURAL CONCRETE (4000 PSI, 6 1/2 SACKS OF
. �... ♦
PORTLAND CEMENT, AIR CONTENT BETWEEN 5% AND 896, AND BLENDED LOCAL AGGREGATE).
V
' '
5. FILL MATERIAL WILL BE MADE AVAILABLE BY THE OWNER FROM THE MINE SITE.
IMMEIM
1. ALL CONCRETE THICKNESSES AND SIZES OF REINFORCING STEEL OR MESH GIVEN ON THE
DRAWINGS ARE FOR BID PURPOSES ONLY. INFORMATION WALL BE CONFIRMED OR CHANGED
SUBSEQUENT TO SOIL SAMPLING AND TESTING PRIOR TO CONSTRUCTION.
2. GALVANIZED INTERLOCKING STEEL SHEET PILING SIMILAR AND EQUAL TO THAT FURNISHED
BY BIG R MANUFACTURING COMPANY, GREELEY, COLORADO, IS THE MATERIAL OF
PREFERENCE FOR THE POND WALLS. IF THE CONTRACTOR ELECTS NOT TO USE STEEL
SHEET PILING A SUBSTITUTE DESIGN FOR REINFORCED CONCRETE SHALL BE SUBMITTED BY
THE CONTRACTOR FOR APPROVAL. THE DESIGN SHALL BE STAMPED BY A COLORADO
- PROFESSIONAL ENGINEER AND SHALL CONTAIN ALL DETAIL NECESSARY FOR CONSTRUCTION
STRAW BALES
��� 8. GRADE SURFACE OF CONCRETE TO SPOT AND CONTOUR ELEVATIONS SHOWN ON
' " DRAWINGS. THE PLANE OF THE SURFACE SHALL NOT DEVIATE MORE THAN 1/4 INCH IN 10
NOT TO SCALE FEET IN ANY DIRECTION.
30 2' NOTES:
2 12 2 12 2 1. MINIMUM DIMENSIONS OF CONCRETE
2' SLAB IS 30' X 16'. SLAB SIZE MAY BE
INCREASED A MAXIMUM OF 2' IN EITHER
DIRECTION TO ACCOMMODATE A STANDARD
SHED.
1 TER t 2. CONTRACTOR SHALL SUBMIT DETAIL 2'
TANKS BY OTHERS TANKS DIAMETER
S BY OTHERS 12'
16' OF METAL SHED ENCLOSURE FOR
APPROVAL. SHED SHALL HAVE TWO
DOORS ON NORTH SIDE, EACH WITH A
12.5' X 15' MINIMUM OPENING.
2'
GLYCOL STORAGE
PLAN VIEW
12' DIAMETER 12' DIAMETER
TANKS BY OTHERS TANKS BY OTHERS
6 CONCRETE SLAB WITH COMPACTED SUBCRADE
/10 WELDED WIRE FABRIC
6 D.C. BOTH WAYS
SIDE ELEVATION
6055 nn
2' MINIMUM CLEARANCE
OVER TOP OF TANKS —
r LS'
I I 12' DIAMETER
12.5' TANKS BY OTHERS
0.5' J
GLYCOL STORAGE DETAIW
SCA: "
LE1 = 10'
END ELEVATION I
� RAILROAD
RAILROAD I
p�❑ EXIS ING GRmI UND
- NEW ONCRE7 SURFACE
_..I -(� mETAIN�L(XJCtEDRAWItjG)
0.00 40 r.o
SECTION X -X' - GENERAL DETAIL
(SEE LOAD OUT AREA PLAN VIEW - THIS DRAWING)
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 5'
VERTICAL ]EXAGGERATION — 2:1
PREPARED BY
SHEPHERD MILLER
PREPARED FOR „
IV
MOUNTAIN COAT COMPANY
Wes( Flk Mine
PO Box 591
Somerset, Colorado 81434
Telephone: [phone]
6' CAST IRON PIPE
FILLED WITH CONCRETE
(SEE DETAIL 7, THIS DRAWING)
H CONCRETE ENCASEMENT
BOLLARD DETAIL
18' MIN 1• � 1
NOT TO SCALE
Permit Number
1!2 o z%'C
Class: Permil /�
Sectio_ /Exhibit ._.�1._._ ._ ._. _._._._._._. _._._.
Class: C3 Revision
Type/ :
Class: O Report O Hydro OGeneral
Doc Type' - _— _ __- -___.
- _— __— __ —_- -_
❑Application (Coal only) O Bond O Enforcement nspec ion
„11u 1u.
o�,•J��OE H. �
Eo•%
' E
JL.
3,9 997
CP
W•
�IYIYion �, n1lNbiw,� U 4v„ �� .":.:. 0
OF C
TITLE
LOAD OUT AREA PLAN VIEW
AND SITE DETAILS
PROJECT: 11 -407 DATE: JULY 1997
SCALE' AS SHOWN IA�� �" 11407002 2
PURPOSES.
STRAW BALES STAKED WIR1
�N i
TWO STAKES PER BALE A I
3. GALVANIZED STEEL SHEET PILING SHALL BE FURNISHED WITH A POSITIVE INTERLOCK
RUNNING THE FULL LENGTH OF THE SHEETS. THICKNESS SHALL BE 10 GAUGE. THE STEEL
PLAN VIEW
USED IN THE FABRICATION OF THE SHEET PILING SHALL MEET OR EXCEED THE
REQUIREMENTS OF ASTM A 444 OR A 446 GRADE A. STEEL SHALL BE GALVANIZED PER
ASTM A 525 WITH A MINIMUM OF A CLASS G 210 COATING. THE SECTION MODULUS SHALL
BE A MINIMUM OF 3.33 CUBIC INCHES PER SECTION AND 2.23 CUBIC INCHES PER FOOT.
STAKE TWINE
4. ALL CONCRETE SHALL MEET OR EXCEED THE SPECIFICATIONS OF THE COLORADO
RUNOFF
COMPACTED SOIL
DEPARTMENT OF HIGHWAYS CLASS AX STRUCTURAL CONCRETE (4000 PSI, 6 1/2 SACKS OF
. �... ♦
PORTLAND CEMENT, AIR CONTENT BETWEEN 5% AND 896, AND BLENDED LOCAL AGGREGATE).
V
' '
5. FILL MATERIAL WILL BE MADE AVAILABLE BY THE OWNER FROM THE MINE SITE.
li MIN
6. AFTER EXCAVATION TO THE NEW REQUIRED GRADE OR PRIOR TO PLACING NEW
CONSTRUCTION ON EXISTING NATIVE EARTHEN MATERIAL, THE SUBGRADE SHALL BE
FILTERED WATER
SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND RECOMPACTED TO A DENSITY OF 907E
OF STANDARD PROCTOR. EXCESS MATERIAL OR UNSUITABLE MATERIAL SHALL BE DISPOSED
AT THE OWNER'S LOWER REFUSE PILE. ALL FILL SHALL BE PLACED IN MAXIMUM 8 INCH
SECTION A -A
LIFTS AND EACH LIFT COMPACTED TO A DENSITY OF 95% OF STANDARD PROCTOR,
GENERAL NOTES:
7. THE EXISTING DETENTION POND SHALL BE EXCAVATED TO REMOVE ALL UNSUITABLE
1. WEDGE LOOSE STRAW BETWEEN THE
MATERIAL AS DETERMINED BY THE OWNER'S REPRESENTATIVE. THE MATERIAL SHALL BE
STAKED BALES.
DISPOSED OF AT THE OWNER'S LOWER REFUSE PILE. THE AREA SHALL BE BACKFILLED TO
2. INSPECT AND REPAIR FILTERS AFTER EACH INLET FILTER
STORM EVENT. REMOVE
THE NEW CONTOURS SHOWN ON THE DRAWINGS IN MAXIMUM 8 INCH LIFTS AND EACH LIFT
SEDIMENT WHEN ONE
COMPACTED TO A DENSITY OF 95% OF STANDARD PROCTOR.
HALF OF THE FILTER DEPTH HAS BEEN FILLED.
STRAW BALES
��� 8. GRADE SURFACE OF CONCRETE TO SPOT AND CONTOUR ELEVATIONS SHOWN ON
' " DRAWINGS. THE PLANE OF THE SURFACE SHALL NOT DEVIATE MORE THAN 1/4 INCH IN 10
NOT TO SCALE FEET IN ANY DIRECTION.
30 2' NOTES:
2 12 2 12 2 1. MINIMUM DIMENSIONS OF CONCRETE
2' SLAB IS 30' X 16'. SLAB SIZE MAY BE
INCREASED A MAXIMUM OF 2' IN EITHER
DIRECTION TO ACCOMMODATE A STANDARD
SHED.
1 TER t 2. CONTRACTOR SHALL SUBMIT DETAIL 2'
TANKS BY OTHERS TANKS DIAMETER
S BY OTHERS 12'
16' OF METAL SHED ENCLOSURE FOR
APPROVAL. SHED SHALL HAVE TWO
DOORS ON NORTH SIDE, EACH WITH A
12.5' X 15' MINIMUM OPENING.
2'
GLYCOL STORAGE
PLAN VIEW
12' DIAMETER 12' DIAMETER
TANKS BY OTHERS TANKS BY OTHERS
6 CONCRETE SLAB WITH COMPACTED SUBCRADE
/10 WELDED WIRE FABRIC
6 D.C. BOTH WAYS
SIDE ELEVATION
6055 nn
2' MINIMUM CLEARANCE
OVER TOP OF TANKS —
r LS'
I I 12' DIAMETER
12.5' TANKS BY OTHERS
0.5' J
GLYCOL STORAGE DETAIW
SCA: "
LE1 = 10'
END ELEVATION I
� RAILROAD
RAILROAD I
p�❑ EXIS ING GRmI UND
- NEW ONCRE7 SURFACE
_..I -(� mETAIN�L(XJCtEDRAWItjG)
0.00 40 r.o
SECTION X -X' - GENERAL DETAIL
(SEE LOAD OUT AREA PLAN VIEW - THIS DRAWING)
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 5'
VERTICAL ]EXAGGERATION — 2:1
PREPARED BY
SHEPHERD MILLER
PREPARED FOR „
IV
MOUNTAIN COAT COMPANY
Wes( Flk Mine
PO Box 591
Somerset, Colorado 81434
Telephone: [phone]
6' CAST IRON PIPE
FILLED WITH CONCRETE
(SEE DETAIL 7, THIS DRAWING)
H CONCRETE ENCASEMENT
BOLLARD DETAIL
18' MIN 1• � 1
NOT TO SCALE
Permit Number
1!2 o z%'C
Class: Permil /�
Sectio_ /Exhibit ._.�1._._ ._ ._. _._._._._._. _._._.
Class: C3 Revision
Type/ :
Class: O Report O Hydro OGeneral
Doc Type' - _— _ __- -___.
- _— __— __ —_- -_
❑Application (Coal only) O Bond O Enforcement nspec ion
„11u 1u.
o�,•J��OE H. �
Eo•%
' E
JL.
3,9 997
CP
W•
�IYIYion �, n1lNbiw,� U 4v„ �� .":.:. 0
OF C
TITLE
LOAD OUT AREA PLAN VIEW
AND SITE DETAILS
PROJECT: 11 -407 DATE: JULY 1997
SCALE' AS SHOWN IA�� �" 11407002 2