43485_NC DOT_20051019

rJCAMA / [_; DREDGE & FILL jnJl s u�
GENERAL PERMIT Previous permit #
C:New CModification ]Complete Reissue ❑Partial Reissue Date previous permit issued , v /J
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
'll ❑ Rules attached.
Applicant Name ;�� U CT Project Location: County
Address i; C -. /J cxl �.rG Street Address/ State Road/ Lot #(s) �.(S Jo
City State K c ZIP���� ( k/ c, i i, F4 is',Zn c l Ir e,4, k
Phone # U%C• Fax # () Subdivision
Authorized Agent 5 rx y J
Affected ❑ CW ,kEW V'PTA ®ES L� PTS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS: ❑FC:
ORW: yes / no PNA !"yes / no Crit. Hab. yes / no
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yaras—
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing_
Other_
City _- i, ,1 r rti ZIP
Phone # ( ) River Basin
Adj. Wtr. Body (nat>/man /unkn)
Closest Maj. Wtr. Body —
— — U----
Shoreline Length
SAV: not sure yes Cno
Sandbags: not sure yes
Moratorium: n/a es no
Photos: yes �no:
Waiver Attached: ; yesi no
A building permit may be required by:
Notes/ Special Conditions i
Agent or Applicant Printed Name
Signature e* Please read compliance statement on back of permit
Application Fee(s) Check#
(Scale: )
See note on back regarding River Basin rules.
Permit Officer's Signature
Ike
Issuini Date Exfiirat)on Date
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, certifythat this 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 Environmertal 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/ 1-888-4RCOAST
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

` ■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ 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.
Article Addressed to:
9-13-7 Li o�7-ao M, LL Rd
VJ4 {C E 2 sT, I✓G
Z.758 7
❑ Agent
C. Date of Delivery
D. Is delivery address different from Rem 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Se f pe
`2Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise '
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2.. Article Number
(rhansfer from service label) 7004 1160 0004 5946 7884
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees.Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box'
NC. i)tirF C) F I2ANs� .
P. o . 9o>z /5 g7
Cs Le-E,j Vi 2�E, jc- Z7S35-

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ 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:
LF-SbZ PZAI�61s,
?- O . Box '-y
A.
X
B. Received by (Printed Name)
❑ Agent
❑ Addressee
D. Is delivery address different from item 1? ❑ Yes
if YES, enter delivery address below: ❑ 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
(Transfer from service label) 7004 1160 0004 5946 7877
PS Form 3811, August 2001 Domestic Return Receipt 2ACPRI-03-Z-0985

UNITED STATES POSTAL SERVI I _ First -Class Aril
1
E Postage & Fees Paid
A M Permit No. G-10
• Sender. Please p ' t e, address, and ZlP+4 in -this box-!.,_.
a F 1p2ArnJre _
rvc
27935
-,,"�'•,�•"'';; :�ti'}b.•,-:' �lEil11!lk��!lISSS{�ifllflfk131lilt3l!lIkIFli{IkilllElil{silkl

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ 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.
Article Addressed to:
lgOM CaaoL+Na AA A l Fa,
.S♦`IG.
zq
7-9 5.7 0
A.
X
B. Received ( Printed Name) C. Date of Delivery
D. Is delivery address different from item 17 ❑ Yes
If YES, enter delivery address below: ❑ No
3. See ice Type
!�J Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise I-
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7004 1160 0004 5946 7891
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

UNITED STATES POSTAL SE R CCU ` --- First-Class'lVlail
Psi
Postage & fees Paid
i ...y USPS
to o ry'"' a-- Permit No. G-10.,
• Sender: Please print ame, address, and ZIP+4 in this box •
f4C
?. o •� »$7
G-V P-E�Al v� ll E, n� c
L78�5

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
(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
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 Wade
Creek
b. Number of culverts proposed 2
c. Type of culvert (construction material, style)
CORRUGATED METAL 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-MP-5
(4) Will all, or a part of, the existing bridge be
If yes,
removed? (Explain)
(1) Length of area to be excavated 48'
(2) Width of area to be excavated 27'
e.
Will proposed culvert replace an existing culvert?
(3) Amount of material to be excavated in cubic
_ X Yes _ _No
yards 1,296 SQUARE FEET
If yes,
(1) Length of existing culvert 2na 50'
d. If the placement of the bridge or culvert involves any
(2) Width of existing culvert 26D 60"
excavation, please complete the following:
(3) Height of the top of the existing culvert above
(1) Location of the spoil disposal area
the MHW or NWL 0.3'
Temporary spoil area is existing road bed
(4) Will all, or a part of, the existing culvert be
removed? (Explain) YES
(2) Dimensions of spoil disposal area
20' x 20'
f.
Length of proposed culvert 60'
(3) Do you claim title to the disposal area?
X Yes No
g.
Width of proposed culvert 2A, 95"
If no, attach a letter granting permission from
the owner.
h.
Height of the top of the proposed culvert above the
(4) Will the disposal area be available for future
MHW or NWL 1.1'
maintenance? X Yes No
(5) Does the disposal area include any coastal
i.
Will the proposed culvert affect existing water flow?
wetlands (marsh), SAVs, or other wetlands?
Yes X
Yes X No
_No
If yes, explain
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
j.
Will the proposed culvert affect existing navigation
the MHW or NWL? Yes X No
potential? Yes X No
If yes, give dimension if different from No. 2
If yes, explain
above.
e. Will the placement of the proposed bridge or culvert
3.
EXCAVATION AND FILL
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
a.
Will the placement of the proposed bridge or culvert
If yes,
require any excavation below the MHW or NWL?
(1) Length of area to be filled 13'
X No
(2) Width of area to be filled 23'
_ _Yes
If yes,
(3) Purpose of fill For Pipe Bedding and
(1) Length of area to be excavated 70'
Cover
(2) Width of area to be excavated 23'
(3) Depth of area to be excavated 1.0'
f. Will the placement of the proposed bridge or culvert
(4) Amount of material to be excavated in cubic
result in any fill (other than excavated material
yards 1,596 SQUARE FEET
described in Item d. above) to be placed within: N/A
Coastal Wetlands SAVs Other
b.
Will the placement of the proposed bridge or culvert
Wetlands If yes,
require any excavation within: None
(1) Length of area to be filled _
Wetlands SAVs Wetlands
(2) Width of area to be filled
_Coastal _ _Other
If yes,
(3) Purpose of fill
(1) Length of area to be excavated
(2) Width of area to be excavated
(3) Approximate area to be excavated
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
c.
Will the placement of the proposed bridge or culvert
highground? _Yes X No
require any high ground excavation? X Yes
If yes,
No
(1) Length of area to be filled
Revised 03/95

! I
Form DCM-MP-S
(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 fill 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
g. 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 Pipe Replacement on US 70
Applicant or P 'ect Name
Signature
Date J27/05
Revised 03/95

WILLISTON USGS QUAD MAP
VICINITY MAP
Stephen
N34A46.60'
W76A30.96'
�S S 10 East City Rd
Rd
PROJECT
iao_ bid 010000 400 600 800
Meters
Tel

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STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
VICINITY MAP LOCATION...-------- US .70...................
SEE ATTACHED SHEET—CARTERET COUNTY --------------------
PIPE REPLACEMENT AT WADE CREEK
----------------------------------------
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GRAPHIC SCALES
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PROFILE 0401UZOWAP
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----------------------------------------
CAMA GP APPLICATION
----------------------------------------
FOR PERMITTING ONLY: EXISTING 2@69x5O' CORRUGATED METAL PIPES, ARCH TYPE
NOT FOR CONSTRUCTION PROPOSED 2@95'x67'x6O'CORRUGATED METAL PIPES,ARCH TYPE
NeRTr, Ct R•oN��� w D CRC RROr O3LD RIRL RLACLn.(LNT INI-00
II PROJECT 2�.1 611 ROAD, u5 T
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------------
- - - - - - - - - - - - — -
2 • so- rc Ma- x 30' c— ARCHES (EXISTIN ) I �I I 4
I_ I I I 2 0 Y6• x {T• x 60' CMP^ARCI-IGS (PROPOSED)
--——————— — — — — — I I I I — — ----- ---— i iDDa D. a i..a T
---------- ---- —— -------- — --1- - — -- ---- -- yi— "G.— - ---- —lu
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L.. .e.. T.,..�D�T. D....•_�x �' /rW W D....... ee.T. T
WADE CREEK v -- - OPEN WATER IMPAYTS
COA STA= GTLAND= PACT T SCALE, I• 20'
TOTAL RGA . O I tT AREA 2 223 YY DY• DO LITTLETON. JR.
WADE CREEK IS IN THE WHITE OAK RIVER BASIN
NO RIPARIAN BUFFER RULES
DUMN DATA
PRMCT LEN(I'PH
PXM%= IN 7= Q CP i
DIVISION OF HIGH
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FOR PERMITTING ONLY:
NOT FOR CONSTRUCTION
(WADE CREEK
PROPOSED PIPE REPLACEMENT (NI-00)
NORTH CAROLINA
; ,�
PROJECT # 2B.IOI611 ROAD: US 70
DEPARTMENT OF TRANSPORTATION
m
Q I W q�
ro
CARTERET COUNTY DATE: 9-27-05
DIVISION 2, BRIDGE MAINTENANCE
o
0
Fed, Inc.
NEW BERN, NC
�� TURBIDITY CURTAIN
North Carolina Coastal Fed, Inc.
North Carolina Coastal
3609 Hw 24
y
X X��
Q y'
3609 Hwy 24
P ,,{�yQ\V0\o
Newport, NC 28570
Newport, NC 28570
Deed Book 969
— — • - —
Qyi -
, 2,
8,,,
. Deed Book 969
•�k
Deed Page 65
CLASS B RIPRAP
i QF-1A - -'
R,
4 Deed Page 65
y .Y yy �-
2 (4 60' x
TOWARDS DAVIS, NC I I I
I I I
-- -1 I
I I 1
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I I I
------------------------------------------
Leslie Daniels Jr.
_ PO Box 54 CLASS B RIPRAIP
_— Smyrna, NC 28579
Deed Book 0607 TURBIDITY CURTAIN x
------- ------- - ---- --
I I I ,• �
------- - - - - -
------
46' x 50' CMP ARCHES (EXISTIN )
I I I
75' 0"
iic 70 rArT — \y
Pj
IN
2 (D 95" x 67" x 60' CMP ARCHES (PROPOSED)
I /
I /
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I
TF (TOE OF FILL)
SP (SHOULDER POINT)
I
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ARg4�
y
22f8`'��
Deed Page 00478
WADE CREEK ..---,--------------�-- -----
COASTAL WETLANDS IMPACT
TOTAL AREA = 0 sq ft
(per field visit w/DEO & CAMA)
J
EP (EDGE OF PAVEMENT)
EP (EDGE OF PAVEMENT)
SP (SHOULDER POINT)
TF (TOE OF FILL)
James Cooke
9737 Ligon MIII Rd.
wake Forest, NC 27587
Deed Book 0846
Deed Page 00479
OPEN
WATER IMPACTS
AREA
1 = 228 sq ft
AREA
2 = 228 sq ft
TOTAL
AREA = 456 sq ft
WADE CREEK IS IN THE WHITE OAK RIVER BASIN
NO RIPARIAN BUFFER RULES
SCALE: I' = 20'
BY: BG LITTLETON, JR.

PROPOSED PIPE REPLACEMENT (NI00)
PROJECT NUMBER:2BJ016Il
ROAD. US 70 (0.4 M/ W JCT SR /354)
COUNTY:CARTERET
DATE:9-27-05
BY: BG LITTLETON, JR. (TT -V)
DN/SION // BRIDGE MAINTENANCE
EXISTING 2 C�b 60" X 46" X 50' CM PIPE ARCH
201
US 70
6'
I I
2' -
16'
PROPOSED 2 (;D 95" x 67" x 60' CM PIPE ARCHES
US 70
6.0
22.8'
EXCAVATION ABOVE NWL
48' X 27' = 1296 SQ.FT.
EXCAVATION BELOW MWL
70' X 22e8' = 1596 SQeFTe
levotlon
EmVCflon
D"N
DRAWING IS NOT TO SCALE

SILT SASIK TYPE 'S'
LEGEND SHEET
DIFFUSE FLOW THROUGH WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WETLANDS I Z
SOH. EROSION CONTROL LEGEND,
TYPICAL EACH SHEET
TEMPORARY ROCK SILT CHECKIi
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SILT BASIN TYPE S
TYPE -A UPLA
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TEMPORARY ROCK SLT CHECK TYPE -A
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TEMPORARY ROCK SILT CHECK TYPE-B
CLTEMPORARY
SLT FENCE
BASIN TGRADE
OwSILT
BREAK
w
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wRErna+ OF FLOW
I'
------ WOODSLINE
~ N
-DIFFUSE FLOW
DIFFUSE
FLOW
DETAIL
�-
TEMPORARY HIM SILT CHECK TYPE I'
EDGE OF PAVEMENT
STRUM RAL "E
ISOMETRIC VIES
1' MIN. IIATVAAL WAM
EEEY11
CRM RCTION
VQ D N
SASE OF DITCH
NATL U OAOUNO if' YIN.
1' YIN. DINENT
FLQN�
OPTIpNL TYrE °� a'-e'
GILT [N — _ _'eta" TRICK INENT
GROSS {SCTION
TMIEZOIDAL DITCH
ELEVATION VIER
NTS
-------- 404 WETLANDS FILL AREA
MNra 30 -
a & NEUSE RIVER RIPARIAN BUFFER
------- 404 WETLANDS
\ \ -- COASTAL WETLANDS
2L� GL �j GL ---- GRASS LINED CHANNEL
�i�i/� 11LJ_L/J ----OPEN WATER IMPACTS
w
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. SECTION 0•1
'T • 11' ON., 11. WAX.
T �x
a°
SECTION A -A
TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND VAR,0,-6,
EDGE OF EXIST. ROAD
EXISTING FILL
UTILITIES LEGEND,
TYPICAL EACH SHEET
qg POWER POLE
AG
TELEPHONE PEDESTAL
© CABLE TV PEDESTAL
(D SEWER CLEAN OUT
® WATER VALVE
FIRE HYDRANT
Q WATER METER
EIPO EXISTING IRON PIPE
+ PROPERTY CORNER
R— PROPERTY LINE
GRASS -LINED CHANNEL
Z=
X-SECTION AREA (A) = DD +ZD
TOP WIDTH (T)= B + 20Z
AREA TO BE-E
FILLED OR
DISTURBED
FABRIC BURIED BELOW
EXISTING GRADE
UNDISTURBED AREA
SILT FENCE
DETAIL
NTS
, PROPOSED SILT FENCE
VAR.O'-6' I WETLAND
EDGE OF EXIST. ROAD

VAf
DIMS
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
MIA
/,
SEDIMENT CONTRO
I FT. MIN.
WATER FLOW
\2-1 c c L POST - 2 FT. DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES.
USE NO.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 /N. DIA. WOOD POSTS
3 FT. DEEP MINIMUM
SPACE POSTS A MAXIMUM OF 3 FT.
TURBIDITY CURTAIN
SILT BAG

DOT PERMIT FEE BILLING REQUEST
Date: 10/19/05
To: Jaye Poole
From: Bill Arrington
Transfer Amount: $100.00
DOT Project Description: culvert replacement
Bridge #:
Culvert Location: On US 70, approximately 1.5 miles north of Smyrna, at the crossing of
Wade Creek.
State Road #: US 70
County: Carteret County
DCM Permit Type and Number: GP 43485 C
Fee Division if Applicable: (record amounts to be split with DWQ, if applicable) N/A
DCM:
DWQ:
WBS Element Number: 2B 101611