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OTHOMAS BORROW PIT
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3101 HWY 70 , BEAUFORT , CARTERET COUNTY , NORTH CAROLINA
MARCH 25 , 2021
VICINITY MAP ����_ _ INDEX OF SHEETS
111=2,000" __— - --
COVERSHEET
R I I I EXISTING CONDITIONS SHEET 1
JURISDICTIONAL FEATURES SHEET2
PROPOSED CONDITIONS SHEET3
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MURRAY DR \ PROPOSED CONDITIONS SHEET4
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\ EROSION CONTROL SHEETS
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CROSS SECTIONS SHEET 6
SITE
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1 EROSION CONTROL DETAILS SHEET 7
PERMIT BOUNDARY
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"^ N HAP,BUR 02
PWEP«°9a N z
PROPERTY LINE SITE
If ON F D4 Beaufort ( u l— PIT SUMMARY
Deed Cow i dsz 1 2 1 ��
FAeld 4 �--
JACk50N OR
^� CATEGORY AREA (AC)
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�E„o M h Hen
Beau t w oin E 1
C UNEXCAVATED BUFFER 0.57
HAUL ROAD 1.07
LL— MINE EXCAVATION 4.82
1
-
OTHER 0.50
TOTALPERMITAREA 6.96
-1
6
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N 1
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1' I RECEIVE
APR 2 9 2021
N HARBOR DR /
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APPLICANT/OWNER PREPARED BY:
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RALPH THOMAS
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106 PLEASANT DRIVE
WithersRavenet
BEAUFORT, NORTH CAROLINA 28516op
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252-241-1927
[e-mail] 115 MacKenan Drive I Cary, NC 27511 I t: 919.469.3340 1 license#: C-0832 l www.withersravenel.com
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IDVdELLING
—DINELL,NG --
�� I DAVIS, MARION G
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ARTHUR,RICHARD EARL TRUSTEE 3134 HWY 70 EAST
BEAUFORT, INC
_ 3137 HWY 70 EAST — PIN: 731803318997000
BEAUFORT, NC
DB 353 PG 77
PIN: 731803114965000 BARN TRAILER /T
PB 255008 PG 68317 ! ``
LEGEND
PROPERTY LINE —
EXISTING SILT FENCE EXISTING HAUL ROAD SHED
V A\ GXISTIN CONSTRUCTION ENTRANCE
®rp w w .w _ n�� ® ems—�—�w
404 JURISDICTIONAL
EXPERNIANENTDn-�RSiON DITCH , ' EXISTING
�j s w�R�nos
PREVIOUSLY PERMITTED T ,' x\LAYDOWN AREA Jr I GUTHRIE, ELIZABETH C ETAL WETLANDS
0 375'x200'WASTE AREA o ;io,`e Ex cE X EXISTING TRAILER
'; I cEi J BEAUFORT, INC
(CARTE-2018-017)
';1 EE IRE FEN E —� PIN: 731803410671000
PERMITTED DISTURBED -------- . ! ( DB 1205 PG 208
AREA#1 = 227AC.
= EXISTING CONTOUR
- I C-�
WIN
EXISTING SILT FENCE
Iv
PREVIOUSLY PERMITTED ±ri, lui ( GUTHRIE, ELIZABETH C ETAL
3098 HWY 70 EAST
330'z330' SORRO�V ("!" EX FTi-N „` BEAUFORT, PROPERTY LINE
PROPERTY LINE _. _ _. _..._• w w
AREA (CARTE-2018-018) I PiN: 7 3 1 80331 1 52600 0
psi �
PERMITTED DISTURBED
DB 1205 PG 208
AREA=4.46 AC. »__
JR DITCH (TIDAL)
RITTER, ALFRED ETAL SHUYLER 1 aER ^.iT BOUNDARY T3101 HWY 70 RALPH LT
BEAUFORT, NC ` EXISTING BARN k 31BEA FORT, NCST PROPER f I
PIN: 730804800857000'
DB S PG 170 �.w. PIN: 731803114048000 ?Y LINE —�
PB 255008 PG 683i 7 DB 1271 PG 17 DEMICHELE, JOHN
t t 3137 HWY 70 EAST- COASTAL WETLANDS
BEAUFORT, NC
PIN:731803309823000
DB 588 PG 418
1 EMERALD PROPERTY MANAGEMENT LLC DITCHES-NON-TIDAL (404)
3009 HWY 70 EAST
BEAUFORT, INC
PIN:731803208532000 r
DB 1540 PG 282
UFSLLC
300S HWY 70 EAST
BEAUFORT, NC
PIN: 731803208304000
DB 1082 PG 259
71NE
PROPER
BAUCOM, WILLIE
2985 HWY 70 EAST
BEAUFORT, NC
PIN: 731701194809000
DB 771 PG 903
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NOTES:
1. PROPERTY AND TOPOGRAPHIC INFORMATION IS PROVIDED BY
i
o. CARTERET COUNTY GIS.
c
2. TOPOGRAPHIC INFORMATION INSIDE THETIM ITS OF TOPO'BOUNDARY
PROVIDED BY WITHERS RAVENEL SURVEY DATED 1/8/2021.
Y 3. WETLAND DELINEATION WAS FIELD VERIFIED BYTOMCHARLESWiTrs
`i
z USACE ON MAY 30,2017.
4. DELINEATION OF COASTAL WETLAND,MHW LINE,AND LIMITS OF CAMA
z JURISDICTION WAS FIELD VERIFIED BY BRAD CONNELL WITH NCDCM ON
j MAY 17,2017.
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w GRAPHIC SCALE
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E1 inch=200 ft.
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0
ao
o No. Revision Date By Designer Scale / W i th a rs Rave n e l SheeWo.
WR 3/25/2' THOMAS BORROW PIT 1
EXISTING CONDITIONS
o Drawn By Date
� MP 3/25/2021
Engineers I Planners I Surveyors
� Checked By Job No.
BL 02170158.10 BEAUFORT CARTERET NORTH CAROLINA 115 MacKenan Drive I Cary,NC 275111 t:919.469.33401 license#:C-08321 www.withersravenel.com
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DITCH 1 '
404 JURISDICTIONAL CAMA 75' AEC — f � � ` \ : -\, r—
NHW -1 LIMITS
(NON-TIDAL) OF COASTAL CAMA 30'
(OUTSIDE OF PROJECT AREA) BUFFER
— WETLANDS _ _ '—'
- - - - - - - - - - - - - - - - - - -- ��- - - - - - - �u
LEGEND
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- —
! ; I WETLANDS
EXISTING HAUL ROAD
400 FOOT WETLANDS
NHW-2 / LIMITS - - - - - - - - - - - - - - - - - - - -- --
CAMA DITCH 1 l ! I
OF COASTAL EXISTING n BUFFER (PER AUGUST 2015
LAYDOWN AREA EXISTING_
(TIDAL) �. TRAILER i�' '--�\ � � REPORT PREPARED BY
�lszl �cE�G� \ - - - - - - - _ . ® - - - - - U-
- - - - - - - - - - - - - -_ - I I I ENOCHENGINEERS' P.A.WETLANDS OF GRAVEL r
-------------
- _ _ - - - _ _ — _ - - - - ----------------------\\- !
!I
,\ / ! AMA DITCH I6404 WETLAND B
�-� EXISTING CONTOURCAMA DITCH 2
(TIDAL) (TIDAL)
— — — — — — — — — — — — — — — — — — — — — — — — — —
, • I I
NHW-3 / LIMITS - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - •-- - - - - - - - --- m__ _.._ - -- - - - - - - - - i I, I — — PROPERTY LINE
OF COASTAL ;; -
WETLANDS
- - - - - - - - - - - - - - - J I I
_ - - - - - - — �_ — - - - - - - I
I I SILT FENCE
' - - - - - - - - - -{' - - - - - - - - - - - -
-- -- I I I HAUL ROAD
NHW-4 \ \
d CAMA DITCH 3
(APPROXIMATE) (TIDAL) \\ I I` I '' _ _ _ •
EXISTING GRAVEL
- - - - - - - - - - - - - - - - - - - - - +- - - - - - - - - � I
I CONSTRUCTION
\ \\ ! r ENTRANCE
------ - -------
— I
CAMA COASTAL
WETLANDS
CAMA DITCH 3
— I
(TIDAL)
(WITHIN DITCH)
- - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
\ I ,
_ -- - - - - - - - - - - - -
CAMDITCH3 — - - - - — = - - - - �
i
(TIDAL) -�
I vI I
NHW-5 — _ — - - - - - - - - I \
I I ! I \
CAMA 30'
Lr; BUFFER i A
ry
CAMA 75' AEC
/ I \
/ '\
9 I \\ l
K / \
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O I J
La ' GRAPHIC SCALE
/ / 1
60 0 30 60 120
m
o
I 1 inch=60Ft.
0
0
N
No. Revision Date By Designer Scale
"R 1"=60 ;! WithersRavenel Sheet No.
Drawn By Date THOMAS BORROW PIT JURISDICTIONAL FEATURES 2
b MP 3/25/2021
1 Engineers Planners Surveyors
Checked By Job No.
i
BL 02170158.10 BEAUFORT CARTERET NORTH CAROLINA 115 MacKenan Drive I Cary,NC 275111 t:919.469.3340 1 license#:C-0832 I www.withersravenel.com
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. t , \
CAMA 75'AEC /
I
PREVIOUSLY PERMITTED CAMA 30' BUFFER
375'x200'WASTE AREA
(CARTE-2018-017) I
PERMITTED DISTURBED — — — — — — — — — — — — — — T
AREA#1 =2.27 AC. / / 1 (
PROPERTY BOUNDARY � / — — — — —
- - - - - - - - U - - - - -
•I•I ---. —..——..._.—.:—._,--—1�I?1�I—1,I I1�I '—rII —..,II I),I:.—. .-. ;.M.._...�,"...�—`4�I��;!`1J�1����Sfo1.ir�)�..�".�,-.�;r.tf',". : ;i—: _. ..:�- _. -_ -. . _... ,.._ ._-_��•...-.�:�. '. ;-..,c- �.,...'r='ice
LEGEND
- 'y::� �",,; _�i-- r�. ��► — �\\�---r\ �—..Ir�—'..=ter TR-AIL E�R
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EXISTINUL�ROA
- - ------------- ------
Ii i1 I
I-
—.
_--_ 404 JURISDI
CTIONAL
_ _ - -
EXISTING
PERMIT BOUNDARY EXISTING WETLANDS
_18 -16 -14 6.96ACRES —
mx�n IIl
-- ------------------------------------------- - - - - - -i ------------
11
--
OF GRAVEL
- - ------- - - -
/
I
EXISTING CONTOU
R
I EXISTING PERMANENT _------- - - - - - - - - ----- - - - - - - - - - - - - — — — — — — — - - - - -
WOVEN WIRE FENCE TYP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Z PROPERTY LINEZ -2
-� -------------------- T - - - - - - - ------------ ------- - - - - - - - — — —
- DC L
J1` / - \ -" — �
BORROW PIT AREA '--`4 - i I i i 1 1 i i ,' - : , : HAUL ROAD
—'- c—-,i i i l 1 I• I
ti -. i�= =
I .
111 D ,� IIIIII D \
PREVIOUSLY PERMITTED 330'x330' BORROW AREA
�CrR `v " "
` ' (CARTE-2018-018)
/
q + /z PERMITTED DISTURBED AREA=4.46AC. / \
II i
II EXISTING GRAVE L
MI `: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
0V I CONSTRUCTION
ENTRANCE
[\-
�Vi I1 COASTAL WETLAND ` — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / — — — — — — — — — -1 J1 � j
i I I ENDS AT HAUL ROAD \ 2 i
EXIST NG EXCAVATION) i�\
I i C UNEXCAVATED BUFFER
11
I I It I I MINING EXCAVATION \ � — j
II 1
LIMITS
--- - - - - �i •�UNEXCAVATEDBUFFER _
— — — — — — — — — — — — — — — —
-- - - — �I
— — — — — — — — — — — — — —
- - - - - - - - � - - - -: - - - - - - - - - - - - - - -. � PERMIT BOUNDARY
J I
- - — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - 1- -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DITCH (TIDAL)
CAMA 30' BUFFER t I I
CAMA 75'AEC
COASTAL WETLANDS
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DITCHES-NON-TIDAL (404)
x � J
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1 inch=80 Ft.
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No.
R2V1510n Date By Designer Scate
�^ "=80'
Drawn By WR Date 1 THOMAS BORROW PIT PROPOSED CONDITIONS �� W� thersRavenel Sheer No.
o MP 3/25/2021 •�
^ Checked By Job No. / Engineers I Planners I Surveyors {J
BL 02170158.10 BEAUFORT CARTERET NORTH CAROLINA 11�Ma, k-1,a,:Drivel, ary.NC275111t:919.469.33401license#:C-0832Iwww.withersravenef.com
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PREVIOUSLY PERMITTED
• I I I I �� I i ' i 375'x200'WASTE AREA(CARTE-2018-017) r i \ \ \ L E G E N D
l
12 i I I l
I I I i -14 I ; i I • PERMITTED DISTURBED I '
I I �I AREA.#, =z.izAC.. a i` Gl—\ _ ,I ;18 404 JURISDICTIONAL
1 I 1 `l!� / l
WETLANDS
• I I I 1 1 1 1 i '�
----- -- ----— — -------- -_- ---- I — — � EXISTING CONTOUR
I
PROPERTY LINE
— I I EXISTING PERMANENT WOVEN WIRE FENCE (TYP)
I 1 I P I
-'4-
t I I ; � •---- 1 I - I I
1 T
1 I I I ` I HAUL ROAD
• I i'� / — --' /F _ — ----6 to
----------------- --------------- —— --- — —�— —---;--- —'�— EXISTING GRAVEL
b
- -- -- -- - - - -- - ----- -------------------f--- ---------------- ------------- t�---=-----= G -- --------------------------------- -- -- -- - - —'
CONSTRUCTION
-- - — \ —
I I ENTRANCE
-------- ---2 --------------------- - -----------f --------- -- ----------------------
\ _'
- -- ------------------ -- 0 -------------
\ / -- -------------------- i -— ----------- ---- _ ------------ ----- •
I
-- ----_--_---- ---------------- _ --------- 6 _----- ----------- ;
0 UNEXCAVATED BUFFER
Y I I
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— — --_-- —_-- ------_.---. --------- --._—_ — I I i —I — -- ------_'
�s a .� ® a ® ..® .� a ®.d a inr �. a
— — — --- --- ------------ ----_— _ I I I I l PERMIT BOUNDARY
. --.-- -- �`-- —\_
� _ -�-_ r DITCH (TIDAL)
D 1 I I I I II
I I III Ill / l � I I
D1
/ EXISTING EXCAVATION
/
COASTAL WETLANDS
�5
�\ If , r r
BORROW PIT AREA /'% I I I I I 1
DITCHES—NON—TIDAL (404)
UNEXCAVATED BUFFER
w w / \ \ \ -- i i i i i i • PREVIOUSLY PERMITTED 330'x330' BORROW AREA (CARTE-2018-018)
\ I I I I I —PERMITTED DISTURBED AREA=4.46 AC.
COASTAL WETLAND ENDS AT HAUL ROAD
_, 11. I � I' 1 Z. �J I I •
EXISTING EXCAVATION
MINING EXCAVATION LIMITS
I
I \ I 1 I
n 1 � i 1 f- I 1 / / •
U ( II I 1 I I I I
! I I I I I I
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z
�1 1 V I i 1 I li II II 11
O -a -- ------------------------- - ---I--- - -'-- ---� 1 i +4
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------------- ------------------ ---------\
[��
---------- ! I I PERMIT BOUNDARY
6.96 ACRES
------------ ------------------------------------------- -------- ----------------__----------------- ----
------ ---- ----- ------ ------------ ---------------
-- — —'
n _ GRAPHIC IC SCALE
ALE
-- ------
t 1 inch=30 Ft.
A - -
_ L
I 1
_o
m NO. ReV151011 Date By Designer Scale
WR 1"=30'
THOMAS BORROW PIT PROPOSED CONDITIONS t! WltlheersRaveonel Sheet No.
n Drawn By Date
o MP 3/25/2021 w
Checked By lob No. 4
BL 02170158.10 BEAUFORT CARTERET NORTH CAROLINA 115 MacKenan Drivel Cary,NC 275111 t:919.469.3340I license#:C-0632 I www.withersravenel.com
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II
J
I
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L I I
- LEGEND
CAMA 75'AEC -
PREVIOUSLY PERMITTED CAMA30' BUFFER , ` 404 JURISDICTIONAL
375'x200' WASTE AREA I
(CARTE-2018-017) _ n_ _ _ _ _ I I WETLANDS
PERMITTED DISTURBED r — — — -- — — —
AREA#1 = 2.27 AC.
EXISTING SILT FENCE EXISTING SILT FENCE H u
I
TIES TO EXISTING / — — — — — — — — — — — — — — — — — — — —
NON-TIDAL DITCH EXISTING CONSTRUCTION ENTRANCE �. EXISTING CONTOUR
_,— ,..,.—..,,�,- __ .,�_. —__ — — -- —.® —. -- -- . .. . . -,�... ,.. SF'• SF ,� ram:mr �...,. F • ��=�T_ ._� w-� ar I l\� ��`Z1—�
• • F • S� •5�, F
I
7 . , . I_ .. . ,
, , >:. -'. EXISTING HAUL ROAD „
EXISTING ROCK ,4 r�r..r=• + Nil —
..,. . . . .. .�...- .�... .. . . . .. -�-•-- •-s�_.:.=�:-.-�fir►='.-�--•
CHECK DAM (TYP) 1 { •- i. • `..�, ..
( --------------- I \ \
--------------------- -----_6 4 -� s , I q c — — — — — — — — — — — — — — — — EXISTING I r-\y PROPERTY LINE
8 EXISTING I
10 ; ; iSo `" PERMIT BOUNDARY `� LAYDOWNAREA ; '' I `
$ I 14 12 i �r1�� j ✓ \ TRAILER // I
-16 i i i i 4 _.111 S! — — — — — — — — — —
,S 1 II q 6.96ACRES / . - - - - - - - - - - - - - - - - - - - - I$IJNS'E4S,E - -
OF GRAVEL
LL ; IlI 111 `� I
lit _�- - --__= -I � .-= - - - - - 'It
;- ;' � EXISTING ROAD
I .
`I EXISTING SILT FENCE (TYP) \
EXISTING ROCK i i i i I �, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
CHECK DAM (TYP)—\ I PROP. SILT FENCE
IT,
EXISTING PERMANENT \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I
1 = z=_===______ =F� :#=� =y� =_ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING GRAVEL
I x WOVEN WIRE FENCE(TYP) — 1 I
EXISTING a , -`�r-- -- P - r �E-s= s e I S — \ - -
PERMANENT z --2-- I CONSTRUCTION
DIVERSION DITCH --------'-`-<'-�--_ _'_ --- _
- -- / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
WITH BERM -_____________� = /
ENTRANCE
D�
• i o -- BORROW PIT AREA _�~4`J`-�lfiiii '
D - - - - - - - - - - - - - - - - - - -L _ —__ / - - - - - - - - -
\ LIMITS OF DISTURBANCE
II ' lll —D— \ \ I I — �.
i i I i i i PREVIOUSLY PERMITTED 330'x330' BORROW AREA \ I /
EXISTING SILT �(f/� ) y i i i i i ' (CARTE-2018-018)
_Oi/1.( _ram ' = v
FENCE (Pl P') �� u N PERMITTED DISTURBED AREA=4.46 AC.
it
. ) - - - - - - - - - - - - I- - - - - - '- —� — — — — — — — — — — — — — —
— -I- - - - - - - I ' I I I
I ! ! / I I I DITCH (TIDAL)
COASTAL WETLAND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - 1 .' \\�
ENDS AT HAUL ROAD 2 -\\
( r ( EXISTING EXCAVATION-Z
MINING EXCAVATION _ I I COASTAL WETLANDS
\�\ LIMITS
J - - - - - - - - - - - _- - - - - - - - - - - - - - - - - - - - - =-�� J,
II
, -J ----- - -- -- - ---- � • UNEXCAVATED BUFFER =
— — — —
,, _ ., - e DITCHES NON TIDAL (404)
\
EXISTING SILT — — — — - - — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - 1- - i I
FENCE (TYP) S`) \ I
I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - II`\ I A A SEE SHEET 6FOR
CAMA30' BUFFER , l yI I CROSS SECTIONS
CA MA 75'AEC
I I/
S \,
I
N
I
f
� BARN ,I
4'
g
w
z
z
GROUND STABILIZATION
z SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES,
o SWALES,DITCHES 7 DAYS NONE
W AND SLOPES
�2 HIGH QUALITY
0 WATER(HOW) 7 DAYS NONE
r ZONES
i IF SLOPES ARE 10' EROSION CONTROL MAINTENANCE NOTES:
OR LESS IN LENGTH
SLOPES STEEPER 7 DAYS AND ARE NOT t. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND
o THAN 3:1 STEEPER THAN 2:1, OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL,BUT IN NO CASE,LESS THAN
c 14 DAYS ARE ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY. GRAPHIC SCALE
ALLOWED 2. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 6 INCHES 8o 0 40 80 160
Extensions of time may be approved by the permitting DEEP AT THE FENCE.THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A
a authority based on weather or other site-specific BARRIER.
a conditions that make compliance impracticable.(Section
e e(z)(bp 1 inch=80 Ft.
0
m
0
E
0
O
No. Revision Date By Designer Scale
WR AS SHOWN WithersRavenel
n Drawn By Date THOMAS BORROW PIT Sheet No.
s MP 3/25/2021 EROSION CONTROL ,/ Engineers I Planners I Surveyors 5
C Checked By Job No.
BL 02170158.10 BEAUFORT CARTERET NORTH CAROLINA 115 MacKenan Drivel Cary,NC 275111 t:919.469.3340 1 license#:C-0832 I www.withersravenel.com
Y

EX SILT FENCE -- -__-_- � -- _- _ 10
EX SILT FENCE
TO REMAIN
TOREMAIN
— — — - - — — — — — — — - — — — - - -- = — — — — = — _- - - - - - - - - - -- - -_  - - - - - -_ -- - - - — — — — — - - -= - - - - - - - - - - - - - - - - _— _- - - _ - - - - - - - - - - o
UNEXCAVATED - - - _ _.-- - - _ - ... __ - __ _ ._- + _..__ - ...__
'S VARIABtEVADTR ' - -- -- BORROW PIT - UNEXCAVATED-----BUFFER—
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CROSS SECTION A -A
HORIZONTAL SCALE:1'=30'
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EX TEMPORARY DIVERSION TO REMAIN
10 - - EX SILT FENCE TO REMAIN EX PER WOVEN
EX SILT FENCE TO REMAIN -- - - --- - - - - - - - --- 10
WIRE FENCE TO REMAIN
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No.
ReV7510Y1 Date BV Designer Scale
VJP ASSHOWN ®® WithersRavenel
N Drawn By Date THOMAS BORROW PIT 51610
o MP 3/25/2021 U CROSS SECTIONS
11
Checked By lob No. ® Engineers I Planners I Surveyors
BL 02170158.10 BEAUFORT CARTERET NORTH CAROLINA 115 MacKenan Drive I Cary,NC 275111 t:919.469.3340 1 license#:C-08321 www.withersravenel.com
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UNIT
> ra"afill SPPtaTNG.N" 4. M. RS WERE TWISTED
r ^4^ND. a P POST 4 p� �}
-1 H 4"x4" HORIZONTAL 4"x4" RI T .OP EFAGE N C F-
p H p H
ro��m 8' MAX, WITH WIRE wJcc: r-e'�woo _ __ "RACEZNTAL o eDNaREmisn€a w o - r0" LL Job
zy (6' MAX. WITHOUT WIRE H f°Q +++-'-+•'^" _ "" zrs Z Z'Ho zQxZ
ImyZ�xD QON=Z 1m1 �x�' O 4 _ _- i 6' 9PpCFNa rPk HNOTES M
fL _ r
xMnpm rw-�¢"ox xT�zyrtt " A ! z. a "'� F ¢oa =���1T1 1 . PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE rrai¢o�
=repo MIDDLE AND VERTICAL WIRES Fxla-z� xtV7tyG « w a, �.=I-zLU Zx�oOn1 TRUCKS. =~zw
z�o�rt SHALL BE 12L2 GAUGE MIN. ��1,_�� zl.ya�"IT �- It14� 0d,r-, 2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION �I-tioJ
�xaz 0 NOcc �' � oC'MOC r'x�z BY ALL CONSTRUCTION VEHICLES. ooc`iy=
DyD z •j " � �, I14'-O" )�. ®`-o^ -'ryIII III Ill z •a ny> 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT z •j
<� ~�+ e-+ II UI d"'' <.'H-I TRACKING OR DIRECT FLOW OF MUD ONTO STREETS° yl-+
wo wo ate_ END eR aRACE rosr_..+.._.-�_ I I wo' �o PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. r w�
TOP AND BOTTOM STRAND v U3 z o
z T2411MAX ,.. o WOVEN WIRE FENCE e 4. ANY MATERIAL TRACKED ONTO THEROADWAYMUST BE
SHALL BE 10 GAUGE MIN. END Dg, TE L4CATIDN a-• d.8" MIN. ) "'`�,� �� �^ / CLEANED UP IMMEDTATELY.
5 4"94" TA- TOP cE sr x6 \III/ // 5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
_ s� T 5 coRNEa a III " INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
" / FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
AORE FENCE EARNER 6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO W
rn 1�aT I �.I -- ERECT LINE BRACES BETWEEN END, t:ORxER aH USE YA1€N CORNER ANGtE tE t5° OR, GREATER / QO ,� BE DETERMINED BY THE ENGINEER. v
4 PT.
WIRE
NOTE POSTS AT INTERVALS NOT EXCEEDING 4" 4" 4" 4" D m / G \ 7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED z
z WIRE o 22 ``- 224 FELT^ �I m z / S S BY THE ENGINEER. O
m o V r a THIS RMIMUM INTERVAL, MAY � REDUCED BY �� �' LL. I^ ,/ 4� w � 8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES LL 1-
3 _ Z 1E - -- In ENmNEEs off COWER WHERE THE CEWEE t',g W - - r' a MINIMUM OF 32" o DEGREES Z Q FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROs1ECT SITE- cm M
FILTRATION GEOTEXTILE z'O W O 4`r �:�:�' OF CURVATURE IS GREATER TOO a . "_' Ca Z °W
Q = NOTES ; LL `d E ofl0UN0 LINE PLC LINE BRACES AT THE ENO OF EACH HELL "a 4' 4 4 . 1- 0
.� to Cr w MCr Z (II "' OR PIECE OF WmrEN WINE.. 4 Sig CO Or Z
> USE WIRE A M J = y' I l..--aRnDE POSTS-.1 "I " o A `6# o IOr �-I
z z
z
p
IN WIDTH AND WITH A MINIMUM FILTRATION GEOTEXTILE- �� s N f� p '.� a z>- v II ll II III x � C +�
L JBRACES
(1) x OF 6 LINE WIRES WITH 12" STAY ¢ © = a (�I"MUM SPACING aa,y. 1_flS LI U U w 0
r o SPACING. COMPACTED FILL ¢ 0 v POST FOR FLacKTNn DRIVEWAYS a v
Z PLACE'THE MRTHI APE IES TO THE POST ORES WIRE TAUT 6Y TWISTING BETWEFl1 � <} Z
-� USE FILTRATION GEOTEXTILE I- Q €ADx RBI. THIS APPLIES TO ALL WAGE WIRES. NmCR Po6TB FOR BRACFA. €;NTRA Q �Pi a OR OTMER NCES In �," {_ ® a
A MINIMUM OF 36" IN WIDTH AND U) to M is PLACE 1flMi a�tl-'mNuaEO tied aH TxaNE.aALVANuzeD tlaa ON ALL aiwcEe AT seta+ END, INSTALL IN o�
�r'I Q ,�.' H. SHOWN INPLANN OR WHEREIDIR DIRECTED BYON TO THE EMINEER > ��.i r r Z
m z FASTEN ADEQUATELY TO THE WIRE - e aid z' vxi C?, RI z CLASS A STONE �,} 4�• _
_ CURVED To FIT 13y"' ROBIN% DIAMETER „y Z O .o,:. t0-t
o AS DIRECTED. - ¢ + PT. arts-R^-P1�WIRE $^ J 8 IN. MIN. DEPTH •,t< J J
rl'1 TI -I I I--I I I B, I I 1 I----I I I-_I I I p F d 4'.,o' HORIZOWTAl TOP a E I E'^a" F t`"r4' f flI Ji l TOP N 71 a W
ox PROVIDE 5'-0" STEEL POST OF w pI ° CORNED TO FIT Y� w a w >
THE SELF-FASTENER ANGLE STEEL g DIAMETE Z 4
TYPE. 4, STEEL POST - 2'-0" DEPTH -••�r'-}t,^ H Nr ,-E eLAwP o m NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
FOR MECHANICAL SLICING METHOD a "€aurmeot USE LATCH oEYIaE APPROVE dill
INSTALLATION GEOTEXTILE SHALL 1 BY M ASSEMBLY,
DEEM I�L­Ul .1 Ei
HIHGE AENGINEE AS DETAYI'.ED,
-an
BE A MAXIMUM OF 18" ABOVE GROUND -- -- _-i IS OBE WOF, SUBJECT sETTTTfnxaR
EXTENSION, OF GEOTEXTILE AND �JL•'1 APY BE R,vBY TH TO € c"°ua'°etNs
SURFACE. BOLT HINGE APP'R1 BY T E- ZED
s UMNAt. DIAMETER
WIRE INTO TRENCH (2 SEOUIRED) USE ray" DIAMETER OALYANI2E0 I 1 It[�, I I #9 WERE NyIRTEp I I
SHEET 1 OF 7 SHEET 1 OF 1 5H EE7 t OF 3 STEEL PIPE GATE FRANK EXCEPT o" lia 1E �dl I,.I SHEET 1 OF a HEET 1 OF 1 SHEET t OF 1
1605.01 1605.01 866.02 AS OHM HERE. - - !!-�1 - 866.021 11607. 0111607 .01
12" 30cria CHANNEL
4"(10cm) INSTALLATION pm o�
DETAIL <�Z a'
6" lit
6„ ymp� z��0
(15cm) (15cm) 4°(lOcm) 1.prepare soil before installing rolled m Z T= U-J d Z
erosion control products (RECPs). 1 ! O 2 Z 2
including any necessary application of = D m ¢ x
® 7 2.lime,
eineatll fhe and seed.
channel b _ 02 DO O O `Q`� `�: 9 a U 0 H
0 9 y Z T 2 v' I-x Zw
anchoring the Ri in a 6"(15cm) yt"�O„r„I 2g n� ePo. O W O J
6" deep X 6"(75cm) wide trench with O �Z STRUCTURAL STONE oL6 S°`'b w"�d'. SEDIMENT CONTROL p O W
WASTE MATERIAL-COMPACT, (15cm) approximately 12"(3ocm) of RECPs yl' NOTES P ao a' o�° 9°sue STONE z H°C
SEED & MULCH AFTER 2„�„ attended beyond the up-slope portion .�H D a 2 ;1.° ;b8, 1-H
of the french.Use ShoreMax mat at the GO >� D-
CONSTRUCTION OF DITCH ;_T ,;';,, �; .�;`_ (5-12.5em) channel/culvert outlet as supplemental z USE CLASS I RIP RAP FOR STRUCTURAL °ooa°o;a ° tea` W o
:•.r1. l scour protection as needed. Anchor the STONE. °o °g°4cna B' � ap• O
6, : t�'i -^ ; �•• RECPs with a row of staples/stakes
\l 1 �• approximately 1z^3ocm open in the USE NO. 5 OR NO. 57 STONE FOR
4n-bn I PP Y ( ) P o,Bo°2°o� "16
1 '1 bottom of the bench. Backfill and SEDIMENT CONTROL
(10-15cm) 1 1 .•��•' compact the trench after stapling.Apply 3 �o.4 a`d o 6 a,
T - - - - - - - DO NOT PLACE SEDIMENT DAM IN omega `$°` � ;S
seed to the compacted soil and fold the '0 4"2 0;d°o,4 c a 4 0 4�° W
2• 1' 1 •.'� ��•!' �•• © remaining12"30cm portion of RECPs A LIVE STREAM. seesaws• f- d
1 )p o o �Soo�o �a FLOW
III-III-III-I11-111-III-III III_ I=III- III-III-III-III-III-III-III sss.^.. back over theaeedendcompactedsoil. INSTALL 3 COIRIFIBER BAFFLES ON �`a�`�� 9g,y98>4d'•
Secure RECPs over compacted sail
1 W 8 g.
_ e -• > M UPSTREAM SIDE OF SEDIMENT DAM WITH o o a
l- I I- with a row of staples/stakes spaced z �;`�°,2�,�20,2' ;�' ;eg°y g;dg O
_-I III;, I 4 - approximately 12" apart across the Gs A SPACING OF 15 FEET IN ACCORDANCE o 30 b° a��8��0�� to
III III III III- O width of theRECPs. r WITH ROADWAY STANDARD DRAWING NO 1640. o1
3.Roll center RECPs In direction of water 2o
°° g 2 2 9aa
flow in bottom of channel. Ri will _ `� `� 2�2dY HZ-I
unroll with Appropriate side against.ft
soil surface. All RECPs must be
securely fastened to soil surface by y vR �° C3 W
CROSS SECTIONAL VIEW III -_ I II gNE
Wtlee &ts shown
m appropriate m n 2a8 �° 4 2 O
locations as shown ke the staple pattern y O °`�'°"�° 4n 'a 8° O M
4.Place consecutive RECPs n aver nrl 0 °�'° ^l� Q W
sect e_ - O d
III III- l-4
W
6 -1 11- - I (Shingle style)with a pies overlap.Use O j ° "q�' Z
(15cm) I = _ I a double row of staples staggered 4" ($ a 2!3 CHANNEL WIDTH N
1 span and 4" on writer o secu e
RECPs. , ' S' MAX. c
® 5.Full length edge of RECPs at top of stye z = - GO
slopes must be anchored with a row of _ _
staples/stakes approximately 12"(30cm) O a
apart in a T(15cm) deep X 6"(15cm) a -rt _ = 311 0°2°°°0,., ",..o,S n" r t FLOW CJ }
wide trench, eackRll and compact the 39 (? o S o o beo;Lego,` o,<D n`4g, Z
CRITICAL POINTS NOTES: trench after stapling. a w
A.Overlaps and Seams 'Horizontal staple spacing should be 6.Adjacent RECP& must be overlapped •,` 12" THICK SEDIMENT 0
P�n r,f A rTE*TT DIVERSION TTT�T T B.Projected Water Line seared if necessary to allow staples el approximately RECPs
type)
Scm)and -p
1\1V11-11V 1V 1 DITCH II C.Channel Bottom/Side Slope Vertices secure the critical points along the channel (Depending an 2"-5" type) and m CONTROL STONE IL
A A surface. stapled. W
7.In high Row channel applications a >
B $ staple check slot is recommended at 30
C C ""In loose soil conditions,the use of staple to 40 foot IS -12m) intervals. Use a
or stake lengths greater than 6"(15cm)may double row of staples staggered
be necessary to properly secure the 4•'(10cm)apart and 4"(10cm)on center HEET 1 OF 1 SHEET 1 OF 1
Drawing Not To Scale RECPs. over entire width S,The terminal end of the channel.f the Ri must be 1634.01 1634.01
anchored with a row of staples/stakes
- Disclaimer: approximately 12" (30cm) apart in a
B-4722B EL`_I Carteret County B-4722B EC-2 Carteret County' s.., .,�:.. ,., Ae�E�iC,AN The information presented herein is general design information only.For specific applications, 6"(15cm)deep X 6"(15cm)wide trench.
GREW consult an independent professional for further design guidance. Sari and compact the bench after
stapling.
Project Special Provisions Note:50#of Bahiagrass may be substituted for either Centipede or Bermudagrass only upon 5401 5t.Wendel-Cynthiana Rd. PH:800-722-2040
Erosion Control Engineer's request. Poseyville,IN 47633 www.aagreen.cona Drawn on:3.16.11
STABILIZATION REQUIREMENTS: Approved Tall Fescue Cultivars
x Stabilization for this project shall comply with the time frame guidelines as specified by the 2"d Millennium Duster Magellan Rendition
NCG-010000 general construction permit effective August 3,2011 issued by the North Carolina Avenger Endeavor Masterpiece Scorpion
Department of Environment and Natural Resources Division of Water Quality. Temporary or Barlexas Escalade Matador Shelby
Qa permanent ground cover stabilization shall occur within 7 calendar days from the last land- Barlexas B Falcon H,III.IV&V Matador GT Signia
t disturbing activity,with the following exceptions in which temporary or permanent ground cover Barrem Fidelity Millennium Silverstar
a
shall be provided in 14 calendar days from the last land-disturbing activity: Barrington Finesse II Montauk Southern Choice II
m Biltmore Firebird Mustang 3 Stetson
+ Slopes between 2:1 and 3:1,with a slope length of 10 ft.or less Bingo Focus Olympic Gold Tarheel
+ Slopes 3:1 or flatter,with a slope of length of 50 ft.or less Bravo Grande B Padre Titan Ltd
+ Slopes 4:1 Or flatter Cayenne Greenkeeper Paraiso Titanium
o Chapel Hill Greystone Picasso Tomahawk
The stabilization timeframe for High Quality Water(HOW)Zones shall be 7 calendar days with Chesapeake Inferno Piedmont Tacer
n no exceptions for sloe grades or 1 Hi Quality Water Zones Zones are defined Constitution Justice Pure Gold Trooper
P g Code . N Q 4 (HOW) Chi Jaguar 3 Prospect Turbo
by North Carolina AdminiFtrative Code 15A NCAC 04A.0105(25). Temporary and permanent PPth' Su Pee
c ground cover stabilization shall be achieved in accordance with the provisions in this contract Coronado Kalahari Quest Ultimate
and as directed. Coyote Kentucky 31 Rebel Exeda Watchdog
o Davinci Kitty Hawk Rebel Sentry Wolfpack
h SEEDING AND MULCHING: (East) Dynasty Kitty Hawk 2000 Regiment H
Dominion Lexington Rerabratrdt
The kinds of seed and fertilizer,and the rates of application of acted, fertilizer,and limestone,
shall be as stated below. During periods of overlapping dates,the kind of seed to be used shall On.cut and fill slopes 2:1 or steeper Centipede shall be applied at the rate of 5 pounds per acre
t
be determined. All rates are in pounds per acre. and add 20#of Sericea Lespedeza from January 1 -December 31.
s
i All Roadway Areas Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the
cal 1-2-2 ratio is maintained and the rate of application adjusted..to provide the same amount of plant
Z March 1-August 31 September 1-February 28 food as a 10-20-20 analysis and as directed.
504 Tall Fescue 50# Tall Fescue
o 10# Centipede 10# Centipede Native Grass Seeding and Mulching (East)
259 Bermudagrass(hulled) 35# Beetnudagrass(caballed)
al SOL# Fertilizer 500# Fertilizer Native Grass Seeding and Mulching shall be performed on the disturbed areas of wetlands and
40004 Limestone 401 Limestone riparian areas, and adjacent to Stream Relocation construction within a 50 foot zone on both
of sides of the stream or depression, measured from top of stream bank or center of depression.
Waste and Borrow Locations The stream bank of the stream relocation shall be seeded by a method that does not alter the
anti typical truss section of the stream bank Native Grass Seeding and Mulching shall.also be
00 March 1-August 31 September l-February 28 performed in the permanent soil reinforcement mat section of preformed scour holes, and in
c 75# Tall Fescue 75# Tall Fescue other areas as duetted.
0 25# Bermudagrass(hulled) 35# Beimudagrass(unhulled)
5004 Fertilizer 500# Fertilizer The kinds of seed and fertilizer, and the rates of application of seed,fertilizer,and limestone,
0 4000# Limestone 400r1,# Limestone shall be as stated below. During periods of overlapping dates,the kind of seed to be used shall j
.a be determined. All rates are in pounds per acre.
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s 12/2/2014 12/2/2014
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N NO. ReV1510I1 Date By Designer Scale ,
WR ASSHOWN 1® WithersRavenel Sheet No.
Drawn By Date THOMAS BORROW PIT
c MP 3/25/2021 EROSION CONTROL D ETA I LS Engineers I Planners I Surveyors 7
n Checked By lob No.
BE 02170158.1E BEAUFORT CARTERET NORTH CAROLINA 115 MacKenan Drive lCary,NC 275111 t:919.469.33401 license#:C-0832 I www.withersravenel.com
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