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OVERALL SITE PLAN
THOMAS BORROW PIT
NOV 08 2021 RALPH THOMAS JR
_ NC MINING PERMIT 16-83
CARTERET COUNTY
1'=200' OCTOBER 25, 2021
APPLICATION FOR MODIFICATION
PAGE 1 OF 4
PREPARED BY CAROLINA GEOLOGIC:

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8' MAX. WITH WIRE
I t8' MAX. WITHOUT WIRE
MIDDLE AND VERTICAL WIRES
SHALL BE 121/t GAUGE MIN.
TOP AND BOTTOM STRAND -
SHALL BE 10 GAUGE MIN.
WIRE
NOTES FILTRATION GEOTEXTILE
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTRATION GEOTEXTILE
A MINIMUM OF 36" IN WIDTH AND
FASTEN ADEQUATELY TO THE WIRE
AS DIRECTED.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE,
FILTRAT
B47228 EC-1 Carteret County
Project Special Provisions
Erosion Control
STABILIZATION REOUIREMENTS:
Stabilization for this project sball comply with the time frame guidelines as specified by the
NCO 010000 general construction permit effective August 3, 2011 issued by the North Carolina
Department of Environment and Natural Resources Division of Water Quality. Temporary or
permanent ground cover stabilization shall occur within 7 calendar days, from the last land -
disturbing activity; with the following exceptions in which temporary or permanent ground cover
shall be provided in 14 calendar days from the last land -disturbing activity:
• Slopes between 2:1 and3:1, with a slope length of 10 RL or less
• Slopes 3:1 or flatter; with a,slope of length of 50 ft. or less
• Slopes 4:1 or flatter
The stabilization timeframefor High Quality Water (HOW) Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HQW) Zones are defined
by North Carolina Administrative Code 15A NCAC 04A.0105 (25). Temporary and permanent
ground cover stabilization shall be achieved in accordance with the provisions in this contract
and as directed.
SEEDING AND MULCHING: (East)
The kinds of seed and. fertilizer, and the rates of application of seed, fertilizer, and limestone,
shall be as stated below, During periods of overlapping dates, the kind of seed to be used shall.
be determined. Ali rates are in pounds per acre.
All Roadway Areas
March 1 - August 31 September I - February 28
50# Tall Fescue 50# Tall Fescue
10# Centipedes 10# Centipede
25# Bemmdagmss (hulled) 35# Bemrudagrass (upbulied)
500# Fertilizer 500# Fertilizer
4000# Limestone 40W# Limestone
Waste and Borrow Locations
March 1 - August 31 September I - February 28
75# Tall Fescue 75# Tall Fescue
25# Bermudagrass (hulled) 35# Bermudagrass (unhulled)
5001S Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
12/2I2014
24" MAX.
(18" MIN.)
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
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-- ERECT LINE BRACES BETWEEN END, CONNER OR
m GATE KSTS AT INTERVALS NOT EXCEEDING
Z o 924 FEET.
0- THIS MAXIAIUM INTERVAL MAY BE REOUOEO BY
THE ENGINEER ON CURVES "ERE THE DEGREE
a OF CURVATURE IS GREATER THAN 3 DEGREES.
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Cn PLACE LINE BRACES AT THE END OF EACH ROLL
- I ( e" e' `V OR PIECE OF WOVEN WIRE,
QI �+--BRACE POSTS II
r^ M A LINE BRACES
00 m p (MAXI" SPACING 824')
PLACE THE BRACE WIRE AROUND THE POST. DRAW WINE TAUT BY TWISTING BETWEEN
00 'n X) EACH POST. THIS APPLIES TO ALL SPACE WINES. NOTCH POETS FOR BRACES.
co MPLACE TWO GALVANIZED 12e OR THREE GALVANIZED 100 ON ALL BRACES AT EACH END.
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TO FIT
�j BOILTEHINGE
� NINOE CLAMP
to naaurneOH USE LATCH DEVICE APPROVED
BY THE ENGINEER,
HINGE ASSEMBLY, AS DETAILED,
IB SUGGESTED. suasTITuTION
MAY BE MADE SUBJECT TO
68LT H�i',� APPROVAL BY THE ENGINEER.
T i OF 3 12 REQUIRED) USE AW' DIAMETER GALVANIZED
ry�T STEEL PIPE GATE FRAME EXCEPT
id . O AS SHOWN HERE.
---------------- __.----
B4722B
i EC-2 Carteret County
Note: 50# of Bahiagrass may be sebstimted for either Centipede or Bennudagrass only upon
Engineer's request.
.Aliproved Tall Fescue Cultivars
2v° Millennium Duster
Magellan Rendition
Avenger Endeavor
Masterpiece Scorpion
Barlexas Escalade
Matador Shelby
BarleXas B Falcon B,
L TV & V Matador GT Signia
Bailer Fidelity
Millennium Silverstar
Barrington Finesse 11
Montauk Southern Choice 11
Bittmorc Firebird
Mustang 3 Stetson
Bingo Focus
Olympic Gold Tarheet
Bravo Grande ll
Padre Titan Ltd
Cayenne Greenkeel
Ir Paraiso Titanium
Chapel Hill Greystme
Picasso Tomahawk
Chesapeake Inferno
Piedmont Tatter
Constitution justice
Pure Gold Trooper
Chipper Jaguar
Prospect Turbo
Coronado Kalahari
Quest Ultimate
Coyote Kentucky
I Rebel Exeda Watchdog
Davinat Kitty Haw
Rebel Sentry Wolfpack
Dynasty Kitty Ha
2000 Regiment It
Dominion Lexington
Rembrandt
On cut Bud fill slops 2:1 or stee
Centipede shall be applied at the rate of 5 pounds per acre
and add 20N of Sericea LespedezajRom
January 1 - December 31.
I
Fertilizer shall be 10-20-20 anai
A different analysis of fertilizer may be used provided the
1-2-2 ratio is maintained and the
of application adjusted to provide the same amount of plant
food as a 10-20-20 analysis and
rected.
Native Grass Seeding and Mulching (East)
Native Gnus Seeding and Mulch'- shall be performed on the disturbed areas of wetlands and
riparian areas, and adjacent to S
Relocation construction within a 50 foot zone on both
sides of the stream or depressio
Ineastued from top of stream bank or center of depression.
The stream bank of the stream r
on shall be seeded by a method that does not alter the
typical cross section of the stye
bank. Native Gress Seeding and Mulching shall also be
performed in the permanent soil
enforcement mat section of preformed Boozer holes, and in
other areas as directed.
The kinds of seed and fertilizer, lid the rates of application of seed, fertilizer, and limestone,
shall be as stated below. During:#Tiods
of overlapping dates, the kind of seed to be used shall
be determined. All rates are in Do" per acre.
12/2/2014
DEPTH
FENCE CORNER
USE MEN CORNER ANGLE IB IS- OR GREATER
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POST FOR BLOCKING DRIVEY4sV6
OR OTHER ENTRANCES
INSTALL IN ADDITION TO FENCE MERE
SHOWN IN P-ANS OR WHERE DIRECTED BY THE ENGINEER
CROSS SECTION A - A
HORIZONTAL SCALE: V-30'
VICINITY MAP
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1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
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2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
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BY ALL CONSTRUCTION VEHICLES.
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3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
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PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
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4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY,
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
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BE DETERMINED BY THE ENGINEER.
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7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
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BY THE ENGINEER.
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INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
15
10
CATEGORY
CURRENT AFFECTED
ACREAGE
PROPOSED CHANGE TO
AFFECTED ACREAGE
TOTAL AFFECTED
ACREAGE
Tailings/Sediment Ponds
0.00
0.00
0.00
Stockpiles
0.00
0.00
0.00
Waste piles
0.00
0.00
0.00
Processing Areas/Haul Roads
1.07
0.00
1.07
Mine Excavations
4.82
7.00
11.82
Other (Please explain)
1.07
0.75
1.82
Total Affected Acreage
6.96
7.75
14.71
Total Permitted Acreage
6.96
14.71
NOV 08 2021
20
Designer
Scale
As SHOWN
Drawn By
Date
lab No.
Checked By
THOMAS BORROW PIT
�BEAUFORT CARTERET
NORTH CAROLINA
DETAILS
Sheet No.
30F4

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