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TOP AND BOTTOM STRAND -
SHALL BE 10 GAUGE MIN.
WIRE
8' MAX. WITH WIRE
(6' MAX. W3THOUT WIRE} I
MIDDLE AND VERTICAL WIRES
SHALL BE 121t GAUGE MIN.
FILTRATION GEOTEXTILE
NOTES
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
B-4722B EC-1 Carteret County
Project Special Provisions
Erosion Control
STABILIZATION REQUIREMENTS•
Stabilization for this project shall comply with the time frame guidelines as specified by the
NCG-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 ft, or less
• Slopes 3:1 or flatter, with a slope of length of 50 :ft. or less
• Slopes 4:1or flatter
The stabilization timeframe for High Quality Water (HQW) Zones shall be 7 calendar days with
no exceptions for slope grades or lengths. High Quality Water Zones (HOW) Zones are defined
by North Carolina Administrative Code I SA NCAC 04A,0105 (25), Temporary and perrnanem
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. All rates are in pounds per acre.
All Roadway Areas
March 1- August 31. September 1- February 28
50# Tall Fescue 50# Tall Fescue
10# Centipede JOE Centipede
25# Bermudagrass(hulled) 35# Bermudagrass(unbolted)
500# Fertilizer 500# Fertilizer
4000# Limestone 4000# Limestone
Waste and Borrow Locations
March I - August 31 September I - February 28
75# Tall Fescue 75# Tall Fescue
25# Bermudagrass (hulled) 35# Bermudagrass (unhulled)
500# Fertilizer 5000 Fertilizer
4000# Limestone 4000# Limestone
12/2/2014
24" MAX.
(18" MIN.)
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EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
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aPAGE PoBTI lI ENO OR BRACE POST
WOVEN WIRE FENCE
END OR BATE LOCATION
ERECT LINE BRACES BETWEEN ENO, CORNER OR
DATE POSTS AT INTERVALS NOT EXCEEDING
324 FEET.
THI8 MAXIMUM INTERVAL MAY BE REDUCED BY
THE ENGINEER ON CURVES WHERE THE SOME
OF CURVATURE IS GREATER THAN 3 DEGREES.
PLACE LINE BRACE$ AT THE END OF EACH ROLL
OR PIECE OF WOVEN WIRE.
LINE BRACES
(MAXIMUM SPACING 324')
PLACE THE BRACE WERE AROUND THE POST. DRAW WIRE TAUT BY TWISTING BETWEEN
EACH POET. THIS APPLIES TO ALL GRACE WIRES. NOTCH POSTS FOR BRACES.
PLACE TWO GALVANIZED 12d OR THREE GALVANIZED 10d ON ALL BRACES AT EACH END.
CURVEO TO FIT
4
o��CUAaED Tp FIT
DIANETEfl OF
SOLT HINGE
(z Ra,wtRem USE LATCH DEVICE APPFIOV50
BY THE ENGINEER.
HINGE ASSEMBLY, AS DETAILED,
IS SUGGESTED. SUBSTITUTION
MAY BE WADE SUBJECT TO
BOLT HINBE APP'%Giy BY THE ENOINEER. iv
(2 REOUTAED{ USE 1aAB DIAMETER GALVANIZED
STEEL PIPE DATE FRAME EXCEPT �+
AS SHOWN HERE. L
FENCE CORNER
08E WHEN CORNER ANGLE IS 15° OR GREATER
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4'11- _1I ' -1
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U U U U
POST FOR BLOCKING DRIVEWAYS
OR 2IHE6. ENTRANCES
INSTALL IN ADDITION TO PENCE. WHERE
SHOWN IN PLANS OR WHERE DIRECTED BY THE ENGINEER
r14" NOMINAL DIAMETER
II r h.NOMINAL DIAMETER I MB WIRE TMTBTEO-Y II
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GRACE
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1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
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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
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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.
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5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
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INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
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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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8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
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FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
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CLASS 'A' STONE " �' ��.
in 0
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NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
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15
15
__.. -___-_
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EX SILT FENCE
10
-
TO REMAIN
15
EX SILT FENCE
_- _ - -. _ _
_. TO. REMAIN__.
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10' _
___. __. .. .,___,__. --_.__ _. _ _...._
UNEXCOAVATED
_._.. ___.._._._ _ _.._.__ DUFFER_ -._.. _..
_.. -5
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HAULROAD UNEXCAVATEO
_- __.___..- - -
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_____..._._._�-_ _...._..__ -.-_ ...._. __ .._... __:.._ _...._ ..-_ 20EXCAVATION
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9
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_.__... TVANAKEWEIT4 BUFFER
JTWATER DEPTH BORROW PIT AREA DEPTH
._.. _ __....
-10
3.y.
- _
v 20�._25
CROSS SECTION A - A
HORIZONTAL SCALE: 1"=30'
BA722B EC-2 Carteret County
Note: 50# of Bahiagrass may be substituted for either Centipede or Bermuciagrass only upon
Engineer's request.
Approved Tall Fescue Cultivais
2vd Millennium Ouster Magellan Rendition
Avenger Endeavor Masterpiece Scorpion
Barlexas Escalade Matador Shelby
Badexas R Falcon IF, 111,3 & V Matador GT Signia
Barrem Fidelity Millennium Sitverstar
Barrington Finesse 11 Montauk Southern Choice 11
Bittmom Firebird Mustang 3 Stetson
Bingo Focus Olympic Gold Tarheel
Bravo Grande H Padre Titan Ltd
Cayenne Greenkeeper Paraiso Titanium
Chapel Hill Gteystoce Picasso Tomahawk
Chesapeake Inferrro Piedmont Tacer
Constitution Justice Pure Gold Trooper
Chipper Jaguar Prospect Turbo
Coronado Kalahari Quest Ultimate
Coyote Kentucky 31 Rebel Exeda Watchdog
Davinci Kitty Hawk I Rebel Sentry Wolfpack
Dynasty Kitty hawk 2100 Regiment I1
Dominion Lexington Rembrandt
On cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 pounds per acre
and add 20# of Seri= Lespedera from January I - December 31.
Fertilizer shall be 10-20.20 analysis. A different analysis of fertilizer may be used provided the
I-2-2 ratio is maintained and the rate of application adjusted to provide the Same amount of plant
food as a 10-20-20 analysis Bud as dincred.
Native Gnu Seeding and Mulching (East)
Native Gress Seeding and Mulching than be performed on the disturbed areas of wetlands and
riparian areas, and adjacent to Snean Relocation construction within a 50 foot Zone on both
sides of the stream or depression. measured from top of stream bank or center of depression.
The Stream bank of the stream relocation shall be seeded by a method that does not alter the
typical cross section of the strum bank. Native Grass Seeding and Mulching shall also be
performed in the perrnanent suit reitforcement mat section of prefonned scour holes, and in
others as directed.
The kinds of seed and fertilizer, ariepe rates of application of seed, fertilizer, and limestone,
shall be as stated below. During pers of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounq per acre.
12/2/2014
VICINITY MAP
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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
�' • ��l•IL��
Designer Scale
AS SHOWN Drawn 8y Date THOMAS BORROW P11
Checked By )ob No.
IBEAUFORT CARTERET
NORTH CAROLINA
Sheet No.
30F4

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1 `\
DITCH 1 - - CAMA 75' AEC
404 JURISDICTIONAL NHW -1 /LIMITS / -�
NON -TIDAL CAMA 30
( ) OF COASTAL �� `` I \\\
(OUTSIDE OF PROJECT AREA) - WETLANDS _ _ _ _ - - _ - - _ -- _ ��- -------
LEGEND
_ _ - -''
BUF i
__------ i I ► i 1 fi I ,� , -'' LEGEND
/ ,�---------------_____.--------------' ,� I 1 i if
/ 1 I WETLANDS
_ T --.--- 7
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\\ 77.
EXISTING HAUL ROAD - -
1 !
400 FOOT WETLANDS
NHW-2 / LIMITS - - - - - - - - - - - - - - - - - - - - - - =CAMA DITCH 1 EXISTING �\ BUFFER (PER AUGUST 2015
LAYDOWNAREA EXISTING_ f �, � REPORT PREPARED BY
OF COASTAL (TIDAL) TRAILER �
f_--F�Iszrr EnGE — >r—_.-— --- --- — — — — — — U -- ;�� � ENOCH ENGINEERS, P.A.)
WETLANDS / -- - - - - - - _..+ - -. _. - _ —__—___— _ _—
OF GRAVEL
-------------------=-
�. �. .� �. �. �. �- i AMA DITCH 6 r
I
�e 404 WETLAND B I _
----CAMADITCH2------------------ --\\\ - � � � (TIDAL) EXISTING CONTOUR
----------------- 1 I C_�
(TIDAL) rr
1 I I
-------_�_ --_ 'I �..__
PROPERTY LINENHW-3 / LIMITS --- ------ --_--------------------
OF COASTAL
WETLANDS ------------------------------------- -- ----- -
/ — — — — 1 `\ SILT FENCE
\---------------------- —/ _--
---------�_—_—/l
1 1
NHW-4 CAMA DITCH 3— r I`
—
► I 1 1
HAUL ROAD
(APPROXIMATE) e - i (TIDAL) �\. 1 ! /I,! 1 ,_-_--- - -`,\
` EXISTING GRAVEL
/ .---------------------- ---------------- _---------;--------- I � CONSTRUCTION
ENTRANCE
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_.—..__.._.. _._-- _-- ------------- _------- T---\------- 0
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CAMA COASTAL AMA DITCH 3 1 ;`
C C i
WETLANDS - ---� -T
(WITHIN DITCH) �� -----------
am+ me+ mr, . ate. mar . . . . . .
NHW-5
(TIDAL)
--_.__---_---�__v�,
-----------------CAMA DEH 3 -------------
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(TIDAL)
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CAMA 30'---
BUFFER
CAMA 75' AEC
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GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
III. • _—IIII-
IIIII■—IIIIIIIIIII,
Designer Scale
WR Drawn By Pare
3/
MP 3/25/2021 THOMAS BORROW PIT
Checked By 706 No.
gL 02170158.10 BEAUFORT CARTERET
NORTH CAROLINA
JURISDICTIONAL FEATURES
.40- WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 275111 t: 919.469.33401 license #: C-08321 www.wIthersravenel.com
Sheet No.
40F4