45107_NC DOT - NI 2013_20060417

DCAMA / O DREDGE & FILL 121
GENERAL PERMIT Previous permit #
❑New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous per t iss d
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC.
0 Rules attached.
A IN Proj1ect Location: Coun
nt ty
pp rcaanI
Address
City -
State ZIP
Phone # O
Fax # ( )
Authorized Agent .,
ElCW
p EW ❑ PTA ❑ ES ElPTS
Affected
❑ OEA
ElHHF El III ❑ UBA ❑ N/A
AEC(s):
ElPWS:
ElFC:
ORW: yes / no
PNA yes / no Crit. Hab. yes / no
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # ( ) River Basin
k
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
Type of Project/ Activity
�
(Scale: i )
Pier (dock) length
I
,
I
- -
Platform(s)
P
f
Finger pier(s)
4 l
+f
i"
r t
'
�`f
Groin length
-1
-
r J
+•
number
Bulkhead/ Ri ra length
--
`.
`
avg distance offshore
_.
---
--I—
—
max distance offshore
Basin, channel
l.
t ^i
`' I
I
cubic yards.
Boat ramp
;;.
•,{ rt
_
Boathouse/ Boatlift
Beach Bulldozing
1
I
;
Other i C
0
,y
T
*�
Shoreline Length i
1
SAV. not sure yes
no .
Sandbags: not sure yes
no
Moratorium: n/a yes
no
Photos: yes
no
1. ;
' d l l iJ
( I•
Waiver Attached: yes
no --
—
------
i7
—
— -
A building permit may be required by:
❑ See note on back regarding River Basin rules.
Notes/ Special Conditions
r
Agent or Applicant Printed Name ' l� APR 1 P mit Officer's Signature
Ag PPli9 ZOU�J g
Signature "Please read compliance statement on back of ermit ** '} Issu�l�{ A J
rei,egd City ,d
Application Fee(s) Check # Local Planning Jurisdiction a
>n D
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythatthis project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Central Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
400 Commerce Ave
Morehead City, NC 28557
202-808-2808/ 1-888ARCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax:[phone]
(Serves: Brunswick, New Hanover,
Orslow -below New River Inlet- and
Pender Counties)
Revised 06/29/05

LAMA / EDGE & FILL lr? 451OZ
LENERAL PERMIT Previous permit #
w ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
kautized by the State of North Carolina, Department of Environment and Natural Resources 'r)�C' .l�
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC. /
ules attached.
Applicant Name �d�_� C c Project Location: County �J
Address ��7� Street Address/ State Road/ Lot #(s)
Ci StahC , ZIP
Phone # O — 3 Fax # ( ) Subdivision
Authorized Agent JUX City ZIP��
Affected ❑ CW "KPTA S ❑ PTS Phone # () River Bastn C
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body a an unkn
❑ PWS: ❑ F S
J Closest Maj. Wtr. Body
ORW: rye)sno PNA yes no Crit. Hab. yes / no
lI
Type of Project/ Activity / — �j
' —" � C f K q �F—S • (Scale: �) )
Pier (dock) length �_ _- _ _
Platforms)
Finger pier(s) '' i`t��.� 1 ";. C—
Groin length - . /'�
number �/ -� ._ t,.(�-
Bulkhead/ Riprap length
avg distance offshore l + "" (-Coy `-SL/
max distance offshore }_ t
s
Basin, channel -
crr7� s
cubic yards K / O 6C
Boat ramp i G T �`���/�-
Boathouse/Boatlift
Beach l4avozing -
Other go
Shoreline Length YV�� =- �-
Y -- - - - - -- �l �L.p�S f- -+?�-U
SAV: not sure es no
— —U - - -Q
Sandbags: not sure yes o
Moratorium: n/a yes
Photos: Yesk2e-(20
--- I- - -- - I -
Waiver Attached: yes no — - -- -- - - --- - - -- --- --- - ---_ __ _ .- — — ------ - --
A building permit may be required by: i/ ❑ See note on back regarding River Basin rules.
Notes/ Special Conditions �(r'P�Z11Q YYl, �-t [7�.. Ltd QQ��/C� L. n 0 p)
Agent or Applicant Printed Name
Permit
Signature ** Please read compliance statement on back of permit **
Issuin Dati % - /
A n .n At-

RCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Govemor Charles S. Jones, Director William G. Ross Jr., Secretary
April 13, 2006
NC Dot
Jay Johnson
P O Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached is General Permit #45107C- to construct replacement of 2-40' x 73" culverts with 2-60'
x 95" culverts at US 70 over Fork Creek, Stacy, NC
In order to validate this permit, please sign the permit as indicated. Retain the white copy for
your files and return the signed yellow and pink copies to us in the enclosed, self-addressed
envelope. If the signed permit copies are not returned to this office before the initiation of
development, you will be working without authorization and will be subject to a Notice of
Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
Tere Barrett
District Manager
lsb
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

Form DCM-MP-5
BRIDGES AND
CULVERTS
$100.00 Processing Fee
NCDOT WBSNO.2B.101611
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. BRIDGES N/A
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
e. Will proposed bridge replace an existing bridge?
_ _Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain).
f. Will proposed bridge replace an existing culvert(s)?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge
Morehead City DCM
h. Width of proposed bridge
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
_ _Yes No
If yes, explain
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes , No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed Fork
Creek
b. Number of culverts proposed 2
c. Type of culvert (construction material, style)
CORRUGATED NIETAL PIPE
d. Will proposed culvert replace an existing bridge?
Yes _ _X_No
If yes,
(1) Length of existing bridge N/A
(2) Width of existing bridge N/A
(3) Navigation clearance underneath existing
bridge N/A
Revised 03/95

Form DCM-M111-5
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
X Yes --No
If yes,
(1) Length of existing culvert 2600' _
(2) Width of existing culvert 2(i� 73"
(3) Height of the top of the existing culvert above
the MHW or NWL 1.1'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) YES
f. Length of proposed culvert2Z, 60'
g. Width of proposed culvert 2 (aD 95"
h. Height of the top of the proposed culvert above the
MHW or NWL 1.1'
i. Will the proposed culvert affect existing water flow?
Yes X _No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes X No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X _ _Yes No
If yes,
(1) Length of area to be excavated 70'
(2) Width of area to be excavated 23'
(3) Depth of area to be excavated 4.0'
(4) Amount of material to be excavated in cubic
yards 1,610 SQUARE FEET
b. Will the placement of the proposed bridge or culvert
require any excavation within: None
Coastal Wetlands _ SAVs _Other Wetlands
If yes,
(1) Length of area to be excavated 0
(2) Width of area to be excavated 0
(3) Approximate area to be excavated
0
c. Will the placement of the proposed bridge or culvert
require any high ground excavation? X Yes
No
Revised 03/95
�L9
If yes, APR 1 3 2006
(1) Length 4 a,rr�eea to be excavated 40'
(2) Width o!�!-bdrte�a ty uZ
(3) Amount of material to be excavated in cubic
yards 1,080 SQUARE FEET
d. If the placement of the bridge or culvert involves any
excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
(2) Dimensions of spoil disposal area
20' x 20'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below MHW
or NWL? X Yes _ No Open Water Impacts
If yes,
(1) Length of area to be filled 37.82'
(2) Width of area to be filled 37.82'
(3) Purpose of fill Pipe Bedding and Cover
1430 Sci. Ft. Open Water Impacts
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within: N/A
Coastal Wetlands SAVs Other
Wetlands If yes,
(1) Length of area to be filled _
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? _Yes X No
If yes,
(1) Length of area to be filled

Form DCM4MP-5
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
_ Yes No X
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or till material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Typical Bridge construction equipment
Cr. Will wetlands be crossed in transporting equipment to
project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
_ _Yes X No
If yes, explain in detail
NCDOT-Carteret Pine Replacement on US 70
over Fork Creek
Applicant or Project Nam
Signature
Date i/I - 6
� IV
APR 1 3 2006
Morehead City DCM
Revised 03/95

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head City DCM
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3 2006
PIPE REPLACEMENT
eat City DCM
US 70 OVER FORK CREEK
N I-2013 y
"-- r Stac• -
i 1 t �,r• •
_ -=- -_- DAVIS USGS QUAD MAP
At-
4,• t 96
L r„� _ : • �' -av '- �_ .� «. ': a - ` \ - .- :� i. ) � �.•'`. � - Ili
' ti *_ •�� =� �� �.` i Brett $aY
}{arntpack ,r Pine
234T PineY poi
l satusrs LUMP
PROJECT
King Point.
��r�7Ce Fi hing Point
_fl
�.4 • 0 1.200 2,400 4,800 7,200 9'6 Feet
r j

SILT 1AJ;IN TYPE 'B'
LEGEND
SHEET
WETLANDS
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTERING WETLAND
I
F
SOl EROSK)N CONTROL LEGEND,
fTYPICAL
EACH SHEET
w
TEMPORARY ROCK SILT CHECK
i I
a
SILT DASH TYPE e
TYPE -A UPLANDS
w I
a
w
LL
a
TEMPORARY ROCK SILT CHECK TYPE -A
a
W
TF7APIXtAR7 ROCK SILT CHECA TYPE-8
W I
a
-•ro•-w�»•-
TEMPORARY SLi FENCE
SILT BASIN TYPE-B
C)
w I
W
GRADE BREAK
a
w
DIRECTION OF FLOE
I
I I
------ WOODSLINE
' a
DIFFUSE FLOW
. =m; DIFFUSE
FLOW
DETAIL
TEMPORARY 44OCK SILT CHECK TYPE 'B'
TEMP.
DITCH
M
LEM OF MveeDrr
REIC'IDIAL ME
ISOMETRIC YIEA
CSO$$ EECTIOB
YEE DITCH
BADE OF DITCH
YIN.
NATURAL GROUND=1E" YIN.
1'
OIY EM
wl�LVDFW.
FL11:1
ME 'B' A'-B"
�^
CROSS tECTIOH
GILT BAAIn
tt' THICK olYenr
mE
TRAPEZOIDAL DITCH
ELEVATIDN VIEW
NTS
------- 404 WETLANDS FILL AREA
ns cn 30 -
caE � I� -- NEUSE RIVER RIPARIAN BUFFER
—------- 404 WETLANDS
-- COASTAL WETLANDS
GL ]O GL * ---- GRASS LINED CHANNEL
"''"'`"'''� ----OPEN WATER IMPACTS
N
�P
eEeTlox e•a
a . u• CA.. 11• WK.
e'
T
WCTIOH A•A
.,W TEMPORARY ROCK SILT CHECK TYPE -A
UTILITIES LEGEND,
TYPICAL EACH SHEET
POWER POLE
AG
m
TELEPHONE PEDESTAL
C❑
CABLE TV PEDESTAL
(D
SEWER CLEAN OUT
®
WATER VALVE
.0
FIRE HYDRANT
0
WATER METER
EIPO
EXISTING IRON PIPE
+
PROPERTY CORNER
R—
PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
T
Z=a = B E
X SECTION AREA (A) = BD +ZD
TOP WIDTH (T) = 8 + 2OZ
AREA TO BE �,-6-'�
FILLED OR UNDISTURBED AREA
DISTURBED
is
�1
FABRIC BURIED BELOW -
EXISTING GRA ?
n
(D
-v
SILT FENCER
DETAIL 0-
n
EXISTING FILL
P 1 '11 1 / •11

VAI
DIM.
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
MIN.
/,
SEDIMENT CONTRO,
I FT. MIN.
WATER FLOW
r-cL POST - 2 FT. DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES:
USE N0.3 OR NO.57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH �/q INCH MESH OPENINGS
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM
INSTALL 6 FT. LONG, 3 IN. DIA. WOOD POSTS
3 FT. DEEP MINIMUM
SPACE POSTS A MAXIMUM OF 3 FT.
z
0
Q.
%_n
0
TURBIDITY CURTAIN
SILT BAG

PROPOSED PIPE REP ACEMENT (NI-2015)
PROJECT i9CM8ER: 201611
ROAD:US 70
COUNTY: rARTERET
DATE.2-2-06
BY: BG UTTLETON, JR. (TT -V)
DIVISION H BRIDGE MAINTENANCE
US 70
APR 1 3 2006
Morehead
EXISTING 2 2 73" X 55" X 40' CM �'�yDCN1
2 2'
I -
'-- 18'
Stream Bea Elevation
PROPOSED 2 CZ 95" X 67" X 60' CM PIPE ARCHES
US 70 27
23'
11 EXCAVATION ABOVE NWL
��401 X 27' = 1080 SQ.FTo
EXCAVATION BELOW NWL
70' X 23' = 1610 SQaFTa
AWL
Bea Elevation
DRAWING IS NOT TO SCALE

NORTH CAROLINA I
DEPARTMENT OF TRANSPORTATION < o
DIVISION k BRIDGE MAINTENANCE
NEW BERN, NC �� W '� �` o
OPEN GROUND FARMS, INC. `� 11` FORK CREEK
P.O. DRAWER B '
BEAUFORT, NC 28516--�i(
DBK. 5A, PG. 505 _ _ 1— _ _ 2 3'
WE CLASS B RIPRAP\ I— — —
CANAL F
10, I
WE - - ==IN
- _ PROPOSED 50' TEMPORARY_SILT 1
18.5' 1 AREA
15'1
EXISTING 2 @ 73, X 55" X 40' CM PIPE ARCHES
�OPOSED 2 Lo 95" X 67" X 60, CM PIPE ARCHES
PROPOSED 50'TEMP0_RARY,SILT FENCE
i
10t1
CANAL
CLASS 8 RIPRAP
PROPOSED PIPE REPLACEMENT (NI-2013)
PROJECT s 28.101611
1 lk CARTERET COUNTY ROAD:US 70
BY: BG LITTLETON, JR. DATE: 2-2-06
, OPEN GROUND FARMS, IAFC.
. _ P.O. DRAWER B
BEAUFORT, NC 2851E
—� DBK. 5A, PG. 505
18.5' Turbidity Curtain
CANAL
I
110,
ff _y�l _+iy�.+i,nnJ7/i}�� _eROPOSED
II I
I�-
----- - - - - - -
II i
II I
II I
18,5' — —I AREA 2
WE—`— —
2 3'
OPEN GROUND FARMS, I NC.
P.O. DRAWER B
BEAUFORT, NC 28516 AV
DBK. 5A, PG. 505
COASTAL WETLANDS IMPACT = 0 SO. FT.;/
FORK CREEK
m 'o
r
o
0
�WE TF (TOE OF FILL / WATERS EDGE)
_5ILLfENCE__-
SP (SHOULDER POINT)
EP (EDGE OF PAVEMENT)
— — — — EP (EDGE OF PAVEMENT)
_ _ _ - _ _ _ - t-1 S_P_ (SHOULDER POINT)
OPOSED 5 'TEMPORARY ILT FEN
hj
TF (TOE OF FILL / WATERS EDGE)
115' �'� 110 ;9
%"-
- ----! CANq�
18.5' L".��
Turbidity Curtain CDz ='�
— — — — — — M
OPEN GROYD �1RM , IIVQ
P.O. DRAW B_'
�Av � � USAOP�C �8
DBK
OPEN WATER IMPACTS n
�• AREA 1= 715 sq ft
AREA 2 = 715 sq ft
TOTAL AREA = 1430 sq ft SCALE: 1" = 20'
I

C)
Z
0
_C11-4
-COMpLETE
■
Complete items 1, 2, and 3. Also complete
is desired.
■
'tem 4 if Restricted Delivery
Print your name and address on the reverse
so that we can return the card to you.
■
Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
o)fw adnvD l�e/t5
-ZA .
�fd-l�MaT� i✓C a ��$/(v
A. Si ature Agent
X Addressee
Printed Name) Dof Deeliv&ry
B. Received y ( a 1 V
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below:
p No
3. Service Type
Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7005 1160 0001 4343 1343
(Transfer from service label) 102595-o2-M-15ao
PS Form 3811, February 2004 Domestic Return Receipt

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
111111 USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
J`f
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Ga EA) V)1%, i✓G
27$3S
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