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FINAL PERMIT DRA WINGS - ISSUED FOR CONSTRUCTION
DATE: DECMER 17, 2021
540 CARY
540 87
264
421 87
501
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64
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SHEBORO
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SANFORD
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PLAN INDEX
SHEET
DESCRIPTION
G-01
COVER SHEET
CS-01
OVERALL SITE MAP
CS-02
MINING PLAN
CS-03
RECLAMATION PLAN
DT-01
DETAILS
ISSUED PROJECT PLAN SETS
DATE
STATUS
REM/.RKS
7/27/2021
PERMIT DRAWINGS
FOR 2EVIEW
8/19/2021
FINAL PERMIT DRAWINGS
SUBhdTTAL TO NCDEQ
12/17/2021
FINAL PERMIT DRAWINGS
ISSUE D FOR CONSTRUCTION
GORDON A. ROSE
Printed Name
Project Engineer
Professional Certific,tion: I hereby certify
that these document were prepared and
approved by me and that I am a dully
licensed professional engineer under the
laws of the State of I lorth Carolina.
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CATINA MARTIN McMILLAN
DB 1463 PG 229 %
PIN:040069426084
20'WIDE INGRESS AND EGRESS
EASEMENT PER DB 485, PG 111
20'WIDE INGRESS AND EGRESS
EASEMENT PER DB 963, PG 603
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TABLE OF AFFECT LD AREAS
CATEGORY
TOTAL AFFECTED
ACREAGE OF MINE
PERMIT
BERMS
2.66
HAUL ROADS
0.31
MINE EXCAVATION
8.04
TOTAL AFFECTED AREA
11.01
BUFFERS
1.94
PERMITTED PIT AREA
12.95
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30' MIN. UNDISTURBED BUFFER
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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:
95.98j- AC.
LtUtNU:
106 EXISTING GROUND CONTOURS
Sf TEMPORARY SEDIMENT FENCE
EXISTING ROAD
PROPERTY BOUNDARY/PERMIT BOUNDARY
PROPOSED GROUND CONTOURS
x x x
x x x x 30' UNDISTURBED BUFFER
' 25' BUFFER FOR 5' HIGH BERM
Et BUFFER v '
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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 3720O24600L 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]
PROPERTY BOUNDARY
11P
F & PERMIT BOUNDARY
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CONSTRUCTION SEQUENCE
1. INSTALL SEDIMENT FENCE AROUND PERMIMETER BOUNDARY AS REQUIRED.
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 FINAL
SLOPES ALONG MINING EDGES UTILIZING BERMS AND OVERBURDEN TO
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.
GRAPHIC SCALE
0 40 80
AS SHOWN (IN FE _T)

REVEGETATION SURFACE TREATMENT AND SEEDING SCHEDULE
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
AF
TOIL
L 30' MIN. UNDISTURBED BUFFER
_L
75
IOU
8 BUFFER_ �•`
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
SF TEMPORARY SEDIMENT FENCE
EXISTING ROAD
1P PROPERTY BOUNDARY/PERMIT BOUNDARY
PROPOSED GROUND CONTOURS
Ix
X x X X X Xi
30' UNDISTURBED BUFFER
25' BUFFER FOR 5' HIGH BERM
,
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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 I2EFERTILIZED,
RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO THIS SEEDING SCHEDULE.
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PIN: 040069540800
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CS-03

PROPERTY
BOUNDARY/PERMIT
BOUNDARY
SEDIMENT
DIRECTION OF PIT
FENCE
EXCAVATED BORROW PIT
EXCAVATION AND
30' UNDISTURBED BUFFER
25BUFFER
►�
EXPANSION
x _ _ it, 2'
10, 310'
'
VEGETATIVELY STABILIZE DISTURBED
c
FINISH
ARES BY SEEDING (BERM B, PIT)
M
GRADE
`
TOE OF BERM/
Z
TOP OF BORROW
PIT EXCAVATION
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TOP OF BORROW
PIT EXCAVATION
EXISTING GROUND
PRIOR TO BORROW
-
S
PIT EXCAVATION
F
PIT ALLOWED TO FILL WITH WATER
UPON COMPLETIONOF MININGAS
PART P FINAL N.
3 MAX
WATER LEVEL MAY VARY DUE TO
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SEASONAL FLUCTUATIONS,
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FINISH
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GRADE
APPX. TOE OF BORROW
3`
PIT EXCAVATION
BERM It PIT EXCAVATION SECTION
If A')
NOT TO SCALE
DIRECTION OF PIT
EXCAVATED BORROW PIT
EXCAVATION AND
EXISTING 2U HAUL ROAD
30' MIN. BERM a BUFFER
EXPANSION
i
10' 3' 10'
VEGETATIVELY STABILIZE DISTURBED
FINISH
ARES BY SEEDING (BERM a PIT)
GRADE
TOE OF BERM/
Z
TOP OF BORROW
PIT EXCAVATION
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TOP OF BORROW
y
PIT EXCAVATION
P1
EXISTING GROUND
,5"
PRIOR TO BORROW
� a
PIT EXCAVATION
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PIT ALLOWED TO FILL WITH WATER
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MINING AS
UPON OMPLETIONFINAL O
PART M N.
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SEASONAL FLUCTUATIONS.
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FINISH
GRADE
APPX. TOE OF BORROW
PIT EXCAVATION
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BERM E1 PIT EXCAVATION SECTION (B-B'I
NOT TO SCALE
8' MAX. STANDARD STRFNGTH FARRIC WITH WIRF FFNCF
STEE
WIRE FENCING
WOVEN FILTER FABRIC
GENERAL NOTES
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE,
4. HIRE FENCING SHALL BE AT LEAST #10 GAGE MTH A MINIMUM OF 6 LINE WIRES WITH 12"
STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
6. WIRE MESH SHALL BE MIN. 13 GAGE NTH MAXIMUM 12" OPENINGS.
7. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF SLOPES
GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS THE COLOR ORANGE IS RESERVED
FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS.
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
10. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
NOTES:
A. GRAVEL PAD TO BE 12'x5O' A
B. TURNING RADIUS SUFFICIENT T
LARGE TRUCKS IS TO BE PRO)
C. ENTRANCE(S) SHOULD BE LOC
FOR MAXIMUM UTILITY BY ALL
VEHICLES.
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH
STONE WILL BE NECESSARY; KEEP SOME HANDY.
E. ANY MATERIAL WHICH STILL MAKES IT ONTO
THE ROAD MUST BE CLEANED UP IMMEDIATELY.
F. GEOTEXTILE FABRICS SHALL BE USED BENEATH STONE
TO IMPROVE STABILITY OF THE FOUNDATION.
G. APPLICABLE AT ALL POINTS OF INGRESS
& EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTTENANCE MUST BE PROVIDED.
IRE TIES
N
STEEL POST
HIRE FENCING
FILTER FABRIC
15 WASHED STONE
TRENCH AND
THOROUGHLY
MAINTENANCE NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE FABRIC
SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER
THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
ENGINEERING DIVISION —�
5�w 433 HAY ST. 28301
[phone]
http://www.favettevillene gov
HIGII HAZARD
TEMPORARY SILT FENCE
Rev. Date: 18JAN10
Not to Scale �1 C
Review Date: 01JAN19
ENGINEERING DIVISION
433 HAY ST, 28301
[phone]
littp://www.fayettevillene.gov
GRAVEL CONSTRUCTION
ENTRANCE/EXIT
Rev. Date: 1 -- �ti o..�
Not to Scaalele
Review Date: O1JAN19 Il
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