Download - San Pedro Mine Safeguard Project - Phase III
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30 G9G8G7
G6
G5
G4
G3 G2
G1
G68G67
G66G65
G63G62G61G60G59G54
G53G52
G51
G50
G49
G48 G47G46
G45
G43G42
G41
G40
G39
G37
G36
G35
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G33G32
G31
G30
G29 G27G26G25
G24G23
G22G21
G19
G18G17
G16G15
G14
G13G12
G11
NM-14
Oldtimer Cyn
San Francisco Cyn
LUZ DEL CIELOLONE E
AGLE
DR
Copyright:© 2013 National Geographic Society, i-cubed
San Pedro Mine Safeguard Project - Phase IIIFigure 1: TITLE SHEETNEW MEXICO ABANDONED MINE LAND PROGRAMMINING & MINERALS DIVISIONENERGY MINERALS & NATURAL RESOURCES DEPT.PROJECT NO. EMNRD-MMD-2020-04
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UV14 MM 17.27
Golden, NM
Sources: Esri, HERE, Garmin,Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS,NRCAN, GeoBase, IGN,Kadaster NL, Ordnance
INDEX OF FIGURES1. Title Sheet2. Shaft Bat Gate Closure3. Adit with Bulkhead Culvert Bat Gate, Large4. Adit with Bulkhead Culvert Bat Gate, Small5. Removable Crossbar Lock Detail6. Shaft Backfill Design7. Barbed Wire Fencing
Legend# Feature to be Safeguarded
Access RoutesExisting Access Road
State HighwayCounty RoadUnmaintained Dirt Road2-Track Dirt Road
LAND STATUSLAND OWNER/MANAGER
USDI-BLM PUBLICPRIVATESTATE TRUST
0 0.85 1.70.425Miles
0 0.85 1.70.425Kilometers
´
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Sources: Esri, HERE, Garmin,Intermap, increment P Corp.,GEBCO, USGS, FAO, NPS,NRCAN, GeoBase, IGN,Kadaster NL, Ordnance
ProjectLocation
FILL TO APPROXIMATE
SURROUNDING CONTOUR;
SLOPE AWAY FROM COLLAR
COLORED CONCRETE COLLAR;
COMPACT 12" OF FILL
UNDERNEATH COLLAR
4 - #4 HOOPS
APPROXIMATE
EXISTING GROUND
SURFACE
SCORIA FILL
12" OF COMPACTED
DRAINAGE
AGGREGATE;
COMPACT
CAREFULLY ABOVE
PUF
POLYURETHANE
FOAM (PUF)
48" DIAMETER
INNER CSP;
LENGTH AS REQ'D
96" DIAMETER
OUTER CSP;
LENGTH AS REQ'D
UNCLASSIFIED
FILL
5'-0
"
1'-0
"
MINE VOID
COLLUVIUM
1'-11
3
4
"
1'-11
3
4
"
8'-5
3
4
"
7
3
4
"
CLOSURE FRAME
ST4x2x
1
4
CROSSBARS;
8 REQ'D
L4x3x
3
8
SUPPORT
BRACKET X 2'-9
13
16
";
TWO REQ'D
STAINLESS STEEL
GRATING
DRAINAGE HOLES IN
CULVERT NEAR
BOTTOM OF SCORIA
1
1
4
" STAINLESS STEEL
GRATING, SERRATED
APPROXIMATE SHAFT
OPENING CONTOUR BELOW
2
1
8
"
3'-1
13
16
" O
.C
.
3'-6
1
8
" (T
YP
.)
8'-5
3
4
" O
-O
3
8
"x8" PLATE, OCTAGONAL
CLOSURE FRAME
4'-5
1
4
"
(OPENING IN GRATING)
2'-1
0
13
16
"
(O
PE
NIN
G IN
G
RA
TIN
G)
96"Ø CSP
RISER BELOW
COLORED CONCRETE
COLLAR, BROOM FINISH
1'-9" ±1"
2'-5
13
16
"
48"Ø CSP
RISER BELOW
ANNULAR SPACE
BETWEEN CSPS FILLED
WITH SCORIA
1
2
" DEEP CONTRACTION
JOINT (TYP.)
ST4x4x
1
4
CROSSBEAM,
TWO REQ'D
CSP
4"
4"
2
1
2
"
1
1
2
"
CLOSURE FRAME;
3
8
"x8" STEEL PLATES
1
4
"x1
1
2
" STEEL TAB
TUBULAR STEEL CROSS
BEAMS OR CROSSBARS
11
2
"
5
"
GRATED AIRFLOW CLOSURE
SECTION B-B
(RISER & COLLAR NOT SHOWN;
SYMMETRICAL AROUND CENTERLINES
OF CLOSURE FRAME)
SCALE: 1
1
2
" = 1'-0"
4
7
8
"3
"
1
4
" CLR. (TYP.)
L1
1
2
x1
1
2
x
1
4
GRATING
SUPPORT, CONTINUOUS
NOTE: ORIENT GRATING BEARING BARS
TO SPAN THE SHORTER DISTANCE
BETWEEN SUPPORTS AS SHOWN.
8"
L4x3x
3
8
x 3'-4" SUPPORT
BRACKET; TWO REQ'D.
OCTAGONAL CLOSURE
FRAME; PL
3
8
"x8"
1
8
"
ST4x2x
1
4
CROSSBARS
ST4x4x
1
4
CROSSBEAM,
TWO REQUIRED
1
2
" (TYP.)
PROVIDE FULL-DEPTH
BANDING FOR GRATING
ALL AROUND OPENING
1
1
4
"
4"
2
3
4
"
1
1
4
" STAINLESS
STEEL GRATING,
SERRATED
STEEL TAB, 12
REQ'D.; SEE DETAIL
GENERAL NOTES:
1. THIS DRAWING SHOWS THE GENERAL SHAPES AND APPROXIMATE SIZES OF THE MINE OPENINGS AND THE
CORRESPONDING LAYOUTS OF THE FRAME AND CORRUGATED STEEL PIPE (CSP). THE DRAWING SHALL BE USED AS A
GUIDE FOR FIELD LAYOUT. DETERMINE THE ACTUAL LAYOUTS AND DIMENSIONS OF THE CLOSURES IN THE FIELD
PRIOR TO FABRICATION. APPROXIMATE DIMENSIONS ARE:
- SHAFT G14: 5.5' DIAMETER SHAFT IN INTERIOR OF FEATURE WIDENING TO 10.5' WIDE x 11' LONG PIT. FEATURE IS
35' DEEP FROM TOP OF PIT.
- SHAFT G23: 4.5' WIDE BY 5' LONG SHAFT IN INTERIOR OF FEATURE WIDENING TO 10.5 WIDE BY 11' LONG PIT.
FEATURE IS 14' DEEP FROM TOP OF PIT.
2. MINIMIZE THE AMOUNT OF ROCK AND OTHER DEBRIS THAT FALL INTO THE MINE OPENING DURING CONSTRUCTION
3. TRIM AND REMOVE VEGETATION AROUND MINE FEATURE AS REQUIRED TO CONSTRUCTION CLOSURE..
4. INSTALL THE INNER CSP AGAINST THE SHAFT'S COLLIVUM SIDE WALLS WITH POLYURETHANE FOAM (PUF). ALLOW
PUF TO CURE AND COVER ALL PUF SURFACES COMPLETELY WITHIN ONE HOUR OF INSTALLATION TO PREVENT UV
DEGRADATION.
5. AFTER INSTALLATION OF INNER CSP, EXCAVATE WASTE PILE TO UNDISTURBED COLLUVIUM AS DIRECTED BY THE
AML PROGRAM. INSTALL 12" THICK LAYER OF COMPACTED DRAINAGE AGGREGATE ON A LEVEL BASE AROUND THE
SHAFT.
6. INSTALL OUTER CSP ON TOP OF DRAINAGE AGGREGATE. FILL VOID SPACE BETWEEN CULVERTS WITH SCORIA.
7. BACKFILL OUTSIDE OF OUTER CSP USING UNCLASSIFIED FILL. COMPACT AS DIRECTED BY AML PROGRAM.
8. THOROUGHLY COMPACT ALL FILL UNDERNEATH THE CONCRETE COLLAR.
9. SLOPE THE FINISH GRADE TO DRAIN STORM WATER DOWNHILL AND AWAY FROM THE COLLAR.
10. PUT
3
4
" CHAMFER ON CONCRETE EDGE.
11. FOR DRAINAGE, DRILL TWO
1
4
" DIAMETER HOLES IN CSP JUST ABOVE PUF PLUG. TREAT CUT/DRILLED AREAS IN CMP
WITH ZINC-RICH PAINT AS PER ASTM A780.
MINING AND MINERALS DIVISION
ABANDONED MINE LAND PROGRAM
NEW MEXICO ENERGY, MINERALS, AND NATURAL RESOURCES DEPARTMENT
SCALE:
3
8
" = 1'-0"
SECTION A-A'
SCALE:
3
8
" = 1'-0"
PLAN
SCALE: 1
1
2
" = 1'-0"
STEEL TAB DETAIL
SCALE: 1
1
2
" = 1'-0"
SECTION B-B'
BACK OF ADIT
ARROYO BANK COLLUVIUM CONSISTING OF
WEAKLY CEMENTED SILT, GRAVEL, AND
COBBLES IN ARROYO BANK. DO NOT REMOVE
MATERIAL ON BACK OR RIBS OF ADIT.
REMOVE PILE OF
LOOSE MATERIAL TO
FIRM COLLUVIUM.
EXCAVATE BOTTOM
OF ADIT TO MAKE
ROOM FOR GATE AS
NEEDED.
TWO 4"Ø PVC
PIPES TO SIDES
OF GATE
ASSEMBLY
BAT GATE
ASSEMBLY
42"Ø CSP
MINE VOID
NATIVE ROCK
PLATING OVER
EXPOSED
GROUT
OUTSIDE OF ADIT
HISTORICAL
ROCK WALL
WITHIN ADIT.
LEAVE IN PLACE.
3'-0"
6"
6"
1'-1
3
8
" (TYP.)
2'-8
5
16
" O - O
3
8
"x4"x8" PLATE
1'-0
5
8
" 8"
TS4x2x
1
4
POSTS
7
3
8
"8
1
2
"
3
'-
5
1
2
"
3'-1
7
16
"
2'-2
9
16
"
5
3
4
"
3
8
"x4" PLATE
3
8
"x3"x3" PLATES,
4 REQ'D.
3
4
"x6" BOLTS,
4 REQ'D.
TS4x2x
1
4
CROSSBARS
OCTAGONAL GATE
FRAME,
3
8
"x6" PLATES,
SET ON CSP INVERT
FILL ANNULAR SPACE
WITH NON-SHRINK
GROUT
REMOVABLE CROSSBAR,
SEE DETAIL IN FIGURE 5
NO GROUT IN THIS SPACE
SMALL MAMMAL ENTRY
6"
TS4x2x
1
4
CROSSBAR
GROUT
42"Ø CSP
OCTAGONAL
GATE
FRAME
REMOVABLE
CROSSBAR
ASSEMBLY,
SEE DETAIL
IN FIGURE 5
3'-1
1
8
" IN
SID
E
SMALL
MAMMAL
ACCESS
BOLT
(TYP.)
BOLT
(TYP.)
1"
42"Ø
CSP
TS4x2x
1
4
CROSSBAR
8
3
8
"
7
3
4
"7
3
4
"
5
3
4
"
3
9
16
"
1
15
16
"
7
3
4
"
42"Ø CSP WITH
BAT
GATE; CENTER
CULVERT
HORIZONTALLY
AND
VERTICALLY
IN MINE
OPENING
4" PVC PIPE
4" PVC PIPE
2"
2"
ADIT OPENING
GENERAL NOTES:
1. THE SHAPE AND DIMENSIONS SHOWN FOR THE ADIT OPENING ARE
APPROXIMATE, AND ARE SHOWN FOR FEATURE G25 SPECIFICALLY.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION.
APPROXIMATE DIMENSIONS OF THE ADIT ARE 10' WIDE X 4.5 ' TALL. CULVERT
SHALL BE CENTERED IN OPENING.
2. THE ADIT IS LOCATED WITHIN AN ARROYO BANK. WEAKLY CEMENTED
COLLUVIUM CONSISTING OF SILT, GRAVEL, AND COBBLES FORMS THE BACK
AND RIBS OF THE ADIT. USE CAUTION TO NOT DISTURB THE BACK OR RIBS OF
THE ADIT. DO NOT REMOVE ROCK FROM THE GROUND SURFACE ABOVE THE
ADIT OR FROM THE BACK OR RIBS INSIDE OF THE ADIT UNLESS APPROVED
BY THE PROJECT MANAGER OR PROJECT ENGINEER.
3. AN HISTORIC ROCK WALL IS LOCATED APPROXIMATELY 12' WITHIN THE ADIT.
DO NOT DISTURB THIS FEATURE.
4. STEEL PLATES AND SHAPES FOR THE BAT GATE ASSEMBLY SHALL BE
WEATHERING STEEL AS SPECIFIED. WELD ALL JOINTS. PLATES FOR BOLTS,
BOLTS AND NUTS SHALL BE WEATHERING OR STAINLESS STEEL.
DOUBLE-NUT ALL BOLTS. ROUND OR CHAMFER ALL EXPOSED EDGES AND
CORNERS. CONSTRUCT THE BAT GATE TO ELIMINATE SURFACES ON WHICH
MOISTURE OR DEBRIS CAN BE TRAPPED.
5. GROUTED ROCK BULKHEAD SHALL BE CONSTRUCTED FROM NON-SHRINK
GROUT AND SOUND, DURABLE NATIVE ROCK FROM THE VICINITY OF THE
FEATURE AS LARGE AS PRACTICABLE AND NO SMALLER THAN 6" IN LEAST
DIMENSION. PLACE ROCK BULKHEAD AS SHOWN AND ACROSS FULL HEIGHT
AND WIDTH OF ADIT OPENING. DO NOT BLOCK THE CSP OPENING.
6. GROUT SHALL BE QUIKRETE NON-SHRINK GROUT, OR APPROVED
EQUIVALENT. GROUT SHALL BE MIXED TO FLOWABLE CONSISTENCY FOR
FILLING IN OUTER GAPS OF BAT GATE, AND TO PLASTIC CONSISTENCY FOR
CONSTRUCTION OF BULKHEAD. GROUT SHALL BE MIXED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
7. PAINT VISIBLE PORTIONS OF CSP (INSIDE AND OUTSIDE) WITH NATINA STAIN
OR APPROVED EQUIVALENT FOR CAMOUFLAGE. COLOR SHOULD BLEND IN
WITH THE BULKHEAD AS DIRECTED BY THE PROJECT MANAGER.
8. INSTALL SURVEY MARKER INTO GROUT OR ADJACENT COMPETENT ROCK AS
DIRECTED BY THE PROJECT MANAGER.
MINING AND MINERALS DIVISION
ABANDONED MINE LAND PROGRAM
NEW MEXICO ENERGY, MINERALS, AND NATURAL RESOURCES DEPARTMENT
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
BAT GATE ELEVATION
FRONT VIEW
SCALE: 1/2" = 1'-0"
SCALE: 1" = 1'-0"
BAT GATE SECTION
Feature G25 Adit
BACK OF ADIT
OVEREXCAVATE
COLLUVIUM
APPROXIMATELY 12"
ON BOTTOM OF
ADIT
BAT GATE
ASSEMBLY
18"Ø CSP
MINE VOID
NATIVE ROCK
PLATING OVER
EXPOSED
GROUT
OUTSIDE OF ADIT
3'-0
"
ARROYO BANK COLLUVIUM
CONSISTING OF WEAKLY
CEMENTED SILT, GRAVEL, AND
COBBLES
EXCAVATE
BEYOND CULVERT
FOR BAT ACCESS
DO NOT
EXCAVATE
BACK OR RIBS
OF ADIT
NO GROUT IN THIS SPACE
1'-3
15
16
" O-O
6
5
8
" (T
YP
.)
OCTAGONAL GATE FRAME,
3
8
"x8" PLATES,
SET ON CSP INVERT
18"Ø CSP
FILL ANNULAR SPACE
WITH NONSHRINK GROUT
3
8
"x8" PLATES
3
8
"x3"x6" PLATES,
3 REQ'D.
3
4
"x5" BOLTS,
3 REQ'D.
4"
8"
5
3
4
" 3
4
"Ø BOLT
OCTAGONAL GATE FRAME,
3
8
"x8" PLATES,
CENTERED IN CSP
1'-6
1
4
"
GROUT
5
11
16
"
3
8
"x8" PLATES
3'-0"
18"Ø CSP
EXISTING ADIT
OPENING
18"Ø CSP WITH BAT
GATE;
CENTER CULVERT
HORIZONTALLY
AND VERTICALLY IN
MINE OPENING.
COLLUVIUM
OVEREXCAVATE
BOTTOM OF ADIT
APPROXIMATELY 12"
TO MAKE ROOM FOR
GROUTED ROCK
BULKHEAD.
GROUTED
ROCK
BULKHEAD
1'-0
"
GENERAL NOTES:
1. THE SHAPE AND DIMENSIONS SHOWN FOR THE ADIT OPENING ARE
APPROXIMATE, AND ARE SHOWN FOR FEATURE G26 SPECIFICALLY.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION.
APPROXIMATE DIMENSIONS OF THE ADITS G26 AND G27 ARE 3' WIDE X 1.5'
TALL X 15-27' DEEP.
2. THE ADIT IS LOCATED WITHIN AN ARROYO BANK. WEAKLY CEMENTED
COLLUVIUM CONSISTING OF SILT, GRAVEL, AND COBBLES FORMS THE BACK
AND RIBS OF THE ADIT. USE CAUTION TO NOT DISTURB THE BACK OR RIBS OF
THE ADIT. DO NOT REMOVE ROCK FROM THE GROUND SURFACE ABOVE THE
ADIT OR FROM THE BACK OR RIBS INSIDE OF THE ADIT UNLESS APPROVED
BY THE PROJECT MANAGER OR PROJECT ENGINEER.
3. OVEREXCAVATE BOTTOM OF ADIT APPROXIMATELY 12 INCHES TO MAKE
ROOM FOR BULKHEAD. EXCAVATE BEYOND END OF CULVERT TO MAKE ROOM
FOR BAT FLIGHT. CULVERT SHALL BE CENTERED IN EXCAVATED OPENING.
4. STEEL PLATES AND SHAPES FOR THE BAT GATE ASSEMBLY SHALL BE
WEATHERING STEEL AS SPECIFIED. WELD ALL JOINTS. PLATES FOR BOLTS,
BOLTS AND NUTS SHALL BE WEATHERING OR STAINLESS STEEL.
DOUBLE-NUT ALL BOLTS. ROUND OR CHAMFER ALL EXPOSED EDGES AND
CORNERS. CONSTRUCT THE BAT GATE TO ELIMINATE SURFACES ON WHICH
MOISTURE OR DEBRIS CAN BE TRAPPED.
5. GROUTED ROCK BULKHEAD SHALL BE CONSTRUCTED FROM NON-SHRINK
GROUT AND SOUND, DURABLE NATIVE ROCK FROM THE VICINITY OF THE
FEATURE AS LARGE AS PRACTICABLE AND NO SMALLER THAN 6" IN LEAST
DIMENSION; HOWEVER, ROCK APPROXIMATELY 2" IN SIZE MAY BE USED ON
BULKHEAD ON TOP OF ADIT DUE TO SPACE RESTRICTIONS. PLACE ROCK
BULKHEAD AS SHOWN AND ACROSS FULL HEIGHT AND WIDTH OF ADIT
OPENING. DO NOT BLOCK THE CSP OPENING.
6. GROUT SHALL BE QUIKRETE NON-SHRINK GROUT, OR APPROVED
EQUIVALENT. GROUT SHALL BE MIXED TO FLOWABLE CONSISTENCY FOR
FILLING IN OUTER GAPS OF BAT GATE, AND TO PLASTIC CONSISTENCY FOR
CONSTRUCTION OF BULKHEAD. GROUT SHALL BE MIXED ACCORDING TO
MANUFACTURER'S INSTRUCTIONS.
7. PAINT VISIBLE PORTIONS OF CSP (INSIDE AND OUTSIDE) WITH NATINA STAIN
OR APPROVED EQUIVALENT FOR CAMOUFLAGE. COLOR SHOULD BLEND IN
WITH THE BULKHEAD AS DIRECTED BY THE PROJECT MANAGER.
8. INSTALL SURVEY MARKER INTO GROUT OR ADJACENT COMPETENT ROCK AS
DIRECTED BY THE PROJECT MANAGER.
MINING AND MINERALS DIVISION
ABANDONED MINE LAND PROGRAM
NEW MEXICO ENERGY, MINERALS, AND NATURAL RESOURCES DEPARTMENT
SCALE: 1/2" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
BAT GATE ELEVATION
FRONT VIEW
SCALE: 3/4" = 1'-0"
SCALE: 1" = 1'-0"
BAT GATE SECTION
Feature G26 Adit
Feature G27 Adit
PLATE ASSEMBLY
SIDE BAR
REMOVABLE
CROSSBAR
3
8
" SIDE BAR
LOCKING BOLT WITH
PIPE SLEEVE
BRACKET
1
16
" C
LE
AR
1
16
" C
LE
AR
GROUT (AT BAT GATES)
BEARING PLATE
1
2
" CHAMFER
(TWO REQUIRED)
3"
3
16
"x1
1
2
" DRAINAGE SLOT
THROUGH BRACKET;
TWO REQUIRED
PLATE ASSEMBLY
REMOVABLE
CROSSBAR
1
2
" CHAMFER
BEARING PLATE
1
1
2
"Ø PIPE SLEEVE
(SCH. 40 OR 80,
ASTM A53 OR A106)
LOCKING BOLTBRACKET
1
7
8
"
2" 1
3
4
"
1
4
" CLEAR
3
4
"
SIDE BAR
BB
A
A
PLATE ASSEMBLY
L4x3x
3
8
BRACKET; WELD
TO PLATE ASSEMBLY
3
1
2
"x 4"x
3
8
" BEARING
PLATE;
WELD TO REMOVABLE
CROSSBAR
3
4
"Ø HOLE
PIPE SLEEVE
5
8
"x11x1
1
2
"
LOCKING BOLT
REMOVABLE CROSSBAR
STAINLESS STEEL NUT;
WELD TO BEARING PLATE
1
2
"Ø "MANGANAL" BARS,
CONTINUOUS WELD TO
INSIDE TOP OF
REMOVABLE CROSSBAR
AT EACH END
1
1
2
"x3"x
3
8
" SIDE BAR
(BOTH SIDES);
WELD TO PLATE
ASSEMBLY AND BRACKET
4
1
8
"
1
3
8
"Ø
1
16
" CLEAR
1
16
" CLEAR
GENERAL NOTES:
1. STEEL PLATES AND SHAPES SHALL BE WEATHERING STEEL. WELD ALL JOINTS, EXCEPT AS
OTHERWISE INDICATED. CONSTRUCT THE LOCK TO ELIMINATE SURFACES ON WHICH MOISTURE OR
DEBRIS CAN BE TRAPPED. JOINTS SHALL BE TIGHT SO THAT MOISTURE CANNOT ENTER BETWEEN THE
PLIES OF MATERIAL. ROUND OR CHAMFER ALL EXPOSED SHARP CORNERS AND EDGES.
2. "MANGANAL" BARS SHALL BE HIGH MANGANESE STEEL WITH 12% TO 14% MANGANESE. EACH BAR
SHALL EXTEND THE FULL LENGTH OF EACH REMOVABLE CROSSBAR.
3. ALONG THE BOTTOM OF EACH REMOVABLE CROSSBAR, DRILL
1
2
" DIAMETER HOLES AT 1'-0" O.C.
4. THE CONTRACTOR SHALL PROVIDE THE NUTS (
5
8
"Ø - 11 UNC CLASS 2A THREAD). THE PROJECT
MANAGER WILL SUPPLY THE LOCKING BOLTS.
5. COAT THE THREADS OF THE LOCKING BOLTS WITH LPS1 LUBRICANT AND INSTALL FIRMLY WITH 50 TO
75 POUNDS OF TORQUE.
SECTION A-A
ELEVATION
SECTION B-B
(BOTTOM VIEW)
(OPPOSITE SIDE SYMMETRICAL)
MINING AND MINERALS DIVISION
ABANDONED MINE LAND PROGRAM
NEW MEXICO ENERGY, MINERALS, AND NATURAL RESOURCES DEPARTMENT
RE
MO
VA
BL
E B
AR
D
ET
AIL
F
OR
C
UL
VE
RT
B
AT
G
AT
E
MINING AND MINERALS DIVISION
ABANDONED MINE LAND PROGRAM
NEW MEXICO ENERGY, MINERALS, AND NATURAL RESOURCES DEPARTMENT
TYPICAL
MINING AND MINERALS DIVISION
ABANDONED MINE LAND PROGRAM
NEW MEXICO ENERGY, MINERALS, AND NATURAL RESOURCES DEPARTMENT