20221006_Mine_Maps

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PROJECT LOCATION MAP
FINAL PERMIT DRAWINGS - ISSUED FOR CONSTRUCT101
540
CARY
540 87
254
421 87
501
0
40 RALEIGH
IL50
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a
PI SBORO
SHEBORO
95
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70
301
401
40
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117
74
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70
421
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24
701
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401
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24
87
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13
117
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VICINITY MAP
PLAN INDEX
SHEET
DESCRIPTION
G-01
COVER SHEET"
CS-01
OVERALL SITI_ MAP
CS-02
MINING PLAN
CS-03
RECLAMATIO11 PLAN
DT-01
DETAILS
ISSUED PROJECT PLAN SETS
DATE
STATUS
REMARKS
7/27/2021
PERMIT DRAWINGS
FOR REVIEW
8/19/2021
FINAL PERMIT DRAWINGS
SUBMITTAL TO NCDEQ
12/17/2021
FINAL PERMIT DRAWINGS
ISSUED FOR CONSTRUCTION
9/19/ 2022
FINAL PERMIT DRAWINGS
ISSUED FOR CONSTRUCTION
9/29/2022
FINAL PERMIT DRAWINGS
ISSUED FOR CONSTRUCTION .
GORDON A. ROSE
Printed Name
Project Engineer
Professional Certification: I hereby certify
that these documents were prepared and
appl oved by me and that I am a dully
lice) Ised professional engineer under the
laws of the State of North Carolina.
1iLk"h9IV" i:..i
OCT 0 6 2022
LAND QUALITY
MINING PROGRAM
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ROBERT A. LOCKLEAR et ux LYMON CROMARTIE
JANNIE 0. LOCKLEAR DB 1908 PC 287 uj
DB 467 PC 168 LOT 10 1 4'CHLK (w—
KAIHY M HALL ys x
DB 9030 PC 375 4 2g' X X
e PIN:040059040700 x
N/F x
AUDREY SAMANTHA McKINNON /
DB 987 PC 443
PIN: 040059603900
NO OTHER BUILDINGS WERE ! IOTED
WITHIN THE 300 FOOT SETBA':K �.
FROM THE PERMIT BOUNDAR)
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N/F x x v, g,o x x X I x /
COUNTY OF ROBESON
WATER - TANK 26� g S tti
DB 485 PC 111 PP
PP I D/
x 040069777000 x
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N% 00, X x
x SEDIMENT FENCE x
C(� (AS REQUIRED)
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N/F IPF
Xx CLIFFORD W RANZAU
x IPF end wife
BRENDA RANZAU
\ \ \ DB 963 PC 603
\ PIN:040069540800
N/F
CATINA MARTIN McMILLAN
DB 1463 PC 229
PIN:040069426084
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TABLE ,: AFFECTED AREA
CATEGORY
TOTAL AFFECTED
ACREAGE OF MINE
BERMS
_PERMIT
2.66
HAUL ROADS
0.31
MINE EXCAVATION
8.04
TOTAL AFFECTED AREA
11.01
BUFFERS
1.94
PERMITTED PIT AREA
12.95
OWNER/APPLICANT:
DIAMOND CONS fRUCTORS
MINE NAME:
MONEY PIT
COUNTY:
ROBESON COUNTY
MINE PERMIT No.:
XX-XX
PERMITTED ACREAGE:
12.95
SCALE:
1 ° = 80'
TOTAL PARCEL AREA:
95.98± AC.
PLAN NOTES:
1. BASE MAPPING INFORMATION OBTAINED FROM ROBESON COUNTY, NC GIS
AND SURVEY MAPPING PROVIDED BY OTHERS.
2. SEE DETAIL SHEET FOR CROSS-SECTION AND EROSION CONTROL MEASURE
DETAILS.
3. SEE RECLAMATION PLAN FOR SEEDING AND TURF SCHEDULE.
GENERAL NOTES:
1. BOUNDARY INFORMATION, ADJACENT PROPERTY OWNER INFORMATION
LEGEND: AND PARCEL LINES OBTAINED FROM A COMBINATION OF ROBESON COUNTY
GIS INFORMATION AND SURVEY MAPPING PROVIDED BY OTHERS.
06 EXISTING GROUND CONTOURS 2. ADJACENT VEGETATION DERIVED FROM AERIAL PHOTOGRAPHY.
SF TEMPORARY SEDIMENT FENCE 3. THIS PROERTY IS WITHIN ZONE X WITH MINIMAL FLOOD RISK ACCORDING
EXISTING ROAD
TO FIRM MAP 3720024600L DATED JANUARY 5, 2007.
4. ALL DISTURBED AREAS SHALL BE SEEDED AND STABILIZED PER NCDEQ
PROPERTY BOUNDARY/PERMITBOUNDARY REQUIREMENTS.
PROPOSED GROUND CONTOURS 5. APPLICANT:
x x x DIAMOND CONSTRUCTORS
x x x 30' UNDISTURBED BUFFER 2736 GILLESPIE STREET
FAYETTEVILLE, NC 28306
25' BUFFER FOR 5' HIGH BERM
[phone]
CONSTRUCTION SEQUENCE
1. INSTALL SEDIMENT FENCE AROUND PERMIMETER BOUNDARY AS REQUI ZED.
2. STRIP LAND AND BUILD BERMS.
3. STABILIZE BERM SLOPES BY SEEDING AND FERTILIZING.
4. ENSURE A BERM IS PRESENT AT THE MINE'S WORKING PIT BOUNDARY.
5. ONCE ALL MINING OPERATION IS COMPLETE, BEGIN CREATION OF Fftl
SLOPES ALONG MINING EDGES UTILIZING BERMS AND OVERBURDEN TIC
ESTABLISH FINISHED SLOPES.
6. ONCE MINING PIT BANKS ARE PROPERLY DRESSED, PREPARE AREAS FOR
SEEDING, LIME AND FERTILIZING.
7. COMPLETE SEEDING, LIME AND FERTILIZING.
8. RESEED AREAS AS REQUIRED.
9. WHEN SITE IS STABILIZED AND READY FOR FINAL CLOSURE, REMOVE
TEMPORARY SEDIMENT FENCES AND TEMPORARY EROSION CONTROL
MEASURES.
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CS-02

REVEGETATION SURFACE TREATMENT AND SEEDING SCHEDULE
OWNER/APPLICANT:
DIAMOND CONSTRUCTORS
MINE NAME:
MONEY PIT
COUNTY:
ROBESON COUNTY
MINE PERMIT No.:
XX-XX
PERMITTED ACREAGE:
12.95
SCALE:
1" = 80'
TOTAL PARCEL AREA:
95.98± AC.
LEGEND:
106 EXISTING GROUND CONTOURS
S F — TEMPORARY SEDIMENT FENCE
EXISTING ROAD
PROPERTY BOUNDARY/PERMIT BOUNDARY
PROPOSED GROUND CONTOURS
X X X x x x x30' UNDISTURBED BUFFER
' 25' BUFFER FOR 5' HIGH BERM
PERMANENT SEEDING
SURFACE TREAMENT / SEED
SEEDING DATES:
APPLICATION RATE
TEMPORARY SEEDING:
RYE (GRAIN) - TEMPORARY
DEC. 1 - APR. 15
120 LBS./ACRE
AUG. 15 - APR. 15
GERMAN MILLET
APR. 15 - AUG. 15
40 LBS./ACRE
LIMESTONE
4000 LBS./ACRE
FERTILIZER, 10-10-10
AUG. 15 - DEC. 30
1000 LBS./ACRE
DEC. 1 - AUG. 15
750 LBS. /ACRE
STRAW MULCH
4000 LBS./ACRE
PERMANENT SEEDING:
TALL FESCUE
SEPT. 1 - OCT. 31
OR FEB. 15 - APR. 30
100 LBS./ACRE
PENSACOLA BAHIA
50 LBS./ACRE
SERICEA LESPEDEZA
10 LBS./ACRE
COMMON BERMUDAGRASS
10 LBS./ACRE
NURSE PLANT - GERMAN MILLET
- RYE (GRAIN)
APR. 15 - AUG. 15
10 LBS./ACRE
PRIOR TO MAY 1 Et
AFTER AUG. 15
40 LBS./ACRE
LIMESTONE
4000 LBS./ACRE
MULCH - GRAIN STRAW, ANCHORED
4000 LBS. /ACRE
PLAN NOTES:
1. BASE MAPPING INFORMATION OBTAINED FROM ROBESON COUNTY, NC GIS
AND SURVEY MAPPING PROVIDED BY OTHERS.
2. SEE DETAIL SHEET FOR CROSS-SECTION AND EROSION CONTROL MEASURE
DETAILS.
3. SEE RECLAMATION PLAN FOR SEEDING AND TURF SCHEDULE.
GENERAL NOTES:
1. BOUNDARY INFORMATION, ADJACENT PROPERTY OWNER INFORMATION
AND PARCEL LINES OBTAINED FROM A COMBINATION OF ROBESON COUNTY
GIS INFORMATION AND SURVEY MAPPING PROVIDED BY OTHERS.
2. ADJACENT VEGETATION DERIVED FROM AERIAL PHOTOGRAPHY.
3. THIS PROERTY IS WITHIN ZONE X WITH MINIMAL FLOOD RISK ACCORDING
TO FIRM MAP 3720024600L DATED JANUARY 5, 2007.
4. ALL DISTURBED AREAS SHALL BE SEEDED AND STABILIZED PER NCDEQ
REQUIREMENTS.
5. APPLICANT:
DIAMOND CONSTRUCTORS
2736 GILLESPIE STREET
FAYETTEVILLE, NC 28306
[phone]
SEEDING NOTES:
ALL DAMAGED AREAS SHALL BE REFERTILIZED,
RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO THIS SEEDING SCHEDULE.
HO 17 ONT., L. CONTROL
IRON STAKE , CAP�
N:410,212, 1
:2,00712 1`
Nc. GRID NA0 (2011
NEAR . 11YDRANT AND
WATER :R VALVE
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PERMIT BOUNDARY INCLUDES
BOTH SIDES OF HALLMARK
ROAD IN THIS AREA —
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30 HAUL ROAD
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PERMIT BOUNDARY IS SOUTH
SIDE OF HALLMARK ROAD
CONSTRUCTION
EN NCE ;
30 -MIN. BERM`�
& BUFFER
HALLMARK ROAD i
(PRIVATE)
17
� 30 I ' ' M N. UNDISTURBED BUFFER
FINAL EXCAVATED PIT TO —
REMAIN -AT FINAL GROUND '
'7 EXCAVATION. GROUND TO BE
;' } "� L ,✓ PREPARED FOR SEEDBED AND X
17 - _ - PERMANENT SEEDING APPLIED x5Y
WITH LIME, FERTILIZERAND�
MULCH AS REQUIRED.
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CS-03

PROPERTY
BOUNDARY/PERMIT
BOUNDARY
30' UNDISTURBED BUFFER
Y
i
SEDIMENT
FENCE
BERM Et PIT EXCAVATION SECTION (A -A')
NOT TO SCALE
EXISTING 20' HAUL ROAD
25'BUFFER
30' MIN, BERME BUFFER
7' 10' 3' 10'
BERM Et PIT EXCAVATION SECTION (B-B')
NOT TO SCALE
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EXCAVATED BORROW PIT
VEGETATIVELY STABILIZE DISTURBED
ARES BY SEEDING (BERM E PIT)
VG GROUND
TO BORROW
CAVATION
EXCAVATED BORROW PIT
VEGETATIVELY STABILIZE DISTURBED
FINISH ARES BY SEEDING (BERM E PIT)
GRADE
70E OF BERM/
TOP OF BORROW
PIT EXCAVATION
w
m � 1
U Y,
EXISTING GROUND
PRIOR TO BORROW
PIT EXCAVATION
APPX. TOE OF BC
PIT EXCAVATION
TOP OF BORROW
PIT EXCAVATION
AX.
TOP OF BORROW
PIT EXCAVATION
DIRECTION OF PIT
EXCAVATION AND
EXPANSION
DIRECTION OF PIT
EXCAVATION AND
SEDIMENT FENCE USE:
WILL RETAIN SEDIMENT FROM SMALL DISTURBED AREAS.
SEDIMENT FENCE WILL BE PLACED ALONG SLOPES AS SHOWN
ON CONSTRUCTION DETAILS. REFER TO SECTION 6.62 OF THE
NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
SEDIMENT FENCE MAINTENANCE:
INSPECT SEDIMENT FENCES DAILY AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE
SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT. REMOVE ALL FENCING
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
NOTES:
1. USE SEDIMENT FENCE ONLY WHEN DRAINAGE AREA DOES
NOT EXCEED 1/4-ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW.
2. END OF SEDIMENT FENCE NEEDS TO BE TURNED UPHILL.
3. REMOVE SEDIMENT DEEPER THAN 12" AND REPAIR ANY
UNDERMINING IMMEDIATELY.
4. PLACE WIRE FENCE 6" BELOW GRADE AND SEDIMENT FABRK-
8" DOWN AND 4" FORWARD ALONG TRENCH BOTOM.
BACKFILL AND THOROUGHLY COMPACT TRENCH WITH
NCDOT #57 STONE. FOR REPAIRS, REPLACE STONE TO
GRADE AND COMPACT AS NEEDED.
5. CONTRACTOR SHALL BE RESPONSIBILE FOR PLACEMENT AND
REMOVAL OF FENCE.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING
DISTURBED AREAS TO PRE -CONSTRUCTION CONDITION.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
SEDIMENT
FENCE FABRIC
INSTALLED TO
SECOND WIRE
FROM TOP
FRONT VIEW
STEEL POST
WIRE FENCE
-- SEDIMENT FENCE FABRIC
8" DEPTH x 4" WIDTH BACKFILLED TRENCH
EXTEND WIRE FENCE 6" BELOW GRADE
MINIMUM 10 GAUGE
LINE WIRES (TOP @
BOTTOM)
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
ANCHOR MATERIALS AS DIRECTED BY ENGINEER
(NOTE 4)
EXTEND FABRIC 8" DOWN AND 4" FORWARD
ALONG TRENCH
SIDE VIEW
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SEDIMENT FENCE
NOT TO SCALELu
20
TEMPORARY CONSTRUCTION ENTRANCE USE:
WILL PROVIDE A BARRIER AREA WHERE VEHICLES CAN DROP THEIR MUD AND GRAVEL ENTRANCE SHALL BE 50 FEET IN LENGTH AND 25 FEET
SEDIMENT AS WELL AS HELP CONTROL EROSION FROM SURFACE RUNOFF. TO IN WIDTH WITH 20 FOOT RADIUS AT EXISTING ROADWAY
-- BE LOCATED AS PER THE PLANS AND CONSTRUCTED AS PER DETAIL. REFER TO
SECTION 6.06 OF THE NCDENR EROSION AND SEDIMENT N
CONTROL PLANNING AND DESIGN MANUAL. $ '
36 MIN 4 10 OLC
TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR771
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE�F� �'17,.° 6" MIN. THICKNESS _ �763
PERIODIC TOPDRESSING WITH 2 - 3 INCH STONE. INSPECT DAILY, AND AFTER ;C�'• ;ln �<vi
EACH RAINFALL, ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT FILTER FABRIC 2-3" WASHED STONE �PQ •• ..... �iO,,:
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS Dly A.,% %ZZ
SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
DESIGN CRITERIA GRAVEL CONSTRUCTION ENTRANCE
AGGREGATE SIZE =USE 2-3 INCH WASHED STONE DIMENSION OF GRAVEL PAD
V
THICKNESS = 6 INCHES MINIMUM WIDTH = 25 FT. MINIMUM OR FUI-L WIDTH N rx Z
AT ACCESS POINTS OF VEHICULAR ENTRANCE AND EXIT AREA, LENGTH = 50 N
(31
FT, MINIMUM. LOCATION = LOCATE CONSTRUCTION ENTRANCES AND EXITS N y�
TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR Q
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADESCL
AND ENTRANCES AT CURVES IN PUBLIC ROADS. CONTRACTOR SHALL INSTALL N p Q 4
ADDITIONAL GRAVEL CONSTRUCTION ENTRANCES NOT INDICATED ON THE Z
PLANS REQUIRED FOR STAGING AND/OR BORROW AREAS AND MAINTAIN AT O.- OO
NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL SUPPLEMENT
AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL C �OPO/ f � N W Li
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DT-01