33160_NC DOT_20030130

-ICAMA / ❑ DREDGE & FILL S }
61 GENERAL PERMIT
Previous perm)
El New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
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 1 SA NCAC
❑ Rules attached.
Applicant Name_
Address
City
Phone # (—)—
Authorized Agent
Affected ❑ CW
AEC(s): ❑ OEA
PWS:
ORW: yes / no
State ZIP
Fax # ( )
❑ EW ❑ PTA ❑ ES ❑ PTS
❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ FC:
PNA 'Ye-s'Y no Crit. Hab. yes / no
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # ( ) River Basin
Adj. Wtr. Body (nat /man /unkn�
Closest Maj. Wtr. Body
Type of Project/ Activity
(Scale:
Pier (dock) length
Platform(s)—
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
Shoreline Length
SAM not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
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River
❑ See note
on
back
regarding
Basin
rules.
Agent or Applicant Printed Name
Permit Officer's Signature
Signature ** Please read compliance statement on back of permit ** Issuing Date
Expiration Date
Application Fee(s)
Check # Local Planningjurisdiction
Rover File Name

V-
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 [)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 (910-395-3900) for more information on how to comply with thesebuffer rules.
Division of Coastal Management Offices
Central Office Elizabeth City District
Mailing Address: 1367 U.S. 17 South
1638 Mail Service Center Elizabeth City, NC 27909
Raleigh, NC 27699-1638 252-264-3901
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
Fax:[phone]
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Morehead City District
151-13 Hwy. 24
Hestron Plaza II
Morehead City, NC 28557
202-808-2808
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
910-395-3900
Fax:[phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
www.nccoastalmanagement.net
Revised 10/05/01

DEPARTMENT OF TRANSPORTATION
DIVISION 03 OFFICE
124 DIVISION DRIVE
WILMINGTON, NC 28401-
Pay
DATE 01/30/2003
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
B
DOLLAR 444444444444. ONE. ZERO.. ZERO. PERIOD ZERO ZERO
Pay DIVISION OF COASTAL MANANGEMENT
to the 151-B HWY 24 HESTRON PLAZA II
Order of MOREHEAD CITY, NC 28557
0000 12 24 7110 1s0 S 3 1 LO S94is ?all 000RRI64 3ii'

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT
GOVERNOR SECRETARY
January 10, 2003
Bill Arrington, Field Representative
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
151 — B Highway 24 Hestron Plaza
Morehead City, North Carolina 28557
SUBJECT: Pipe replacement on River Rd (SR 1100) at The Cape, New Hanover County
Dear Mr. Arrington:
Please find enclosed a CAMA General Permit Application for a pipe extension on River Rd (SR 1100), 0.6
miles south of the intersection of Royal Fern Dr. in New Hanover County. The existing pipe is a 24" x 32-
ft reinforced concrete pipe (RCP) and will be extended with 8 ft of 24" RCP on the east side of River Rd.
The pipe serves as an equalizer pipe for wetlands associated with the Cape Fear River. Extension of this
pipe is necessary due to inadequate shoulder, creating a potential safety concern. Due to the grade of the
existing pipe, the pipe can only be set approximately 0.8 ft below normal bed elevation. In addition to the
pipe extension, an area 30 ft long and 0-4 ft wide will be filled to rebuild the shoulder approach. The scope
of the work will impact 0.001 acres of waters and wetlands associated with Cape Fear River.
By copy of this letter we are also notifying the Army Corp of Engineers, Wilmington District Office of this
project. If you have any question or concerns, please feel free to contact me at [phone].
Cc: Dave Timpy, Army Corp of Engineers
Enclosures
Sincerely,
Mason Herndon, Division Environmental Officer
Division 3
124 Division Drive, Wilmington, NC 28401
PHONE: [phone] FAX: [phone]

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Form DCM-MP-5
BRIDGES AND
CULVERTS
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
a. Public F� Private F
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
i. Height of proposed bridge above wetlands
j. Will the proposed bridge affect existing water flow?
M Yes M 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? F� Yes QNo
If yes, explain
e. Will proposed bridge replace an existing bridge?
m.
Will the proposed bridge cross wetlands containing
-DYes ENO
no navigable waters? F-1 Yes ENO
If yes,
If yes, explain
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
n.
Have you contacted the U.S. Coast Guard
bridge
concerning their approval?
(4) Will all, or a part of, the existing bridge be
Q Yes ENO
removed? (Explain)
If yes, please provide record of their action.
f. Will proposed bridge replace an existing culvert(s)9
2.
CULVERTS
F Yes Il No
If yes,
a.
Water body in which culvert is to be placed
(1) Length of existing culvert
Cape Fear River (wetland equilizer pipe)
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
b.
Number of culverts proposed 1
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
c.
Type of culvert (construction material, style)
removed? (Explain)
Reinforced Concrete Pipe ( CP)
d.
Will proposed culvert replace an existing bridge?
Yes ]ENO
g. Length of proposed bridge
If yes,
(1) Length of existing bridge
h. Width of proposed bridge
(2) Width of existing bridge
Revised 03/95

Form DCM-MP-5
(3) Navigation clearance underneath existing
(2) Width of area to be excavated 3 ft
bridge
(3) Amount of material to be excavated in cubic
(4) Will all, or a part of, the existing bridge be
yards 1_0
removed? (Explain)
c. Will the placement of the proposed bridge or culvert
e.
Will proposed culvert replace an existing culvert?
require any highground excavation?
IQ Yes 1F-1 No
[ Yes M No
If yes,
If yes,
(1) Length of existing culvert 32 ft
(1) Length of area to be excavated
(2) Width of existing culvert 24 in
(2) Width of area to be excavated
(3) Height of the top of the existing culvert above
(3) Amount of material to be excavated in cubic
the MHW or NWL 4.0 in. below MHW
yards
(4) Will all, or a part of, the existing culvert be
removed? (Explain) None of the existing
d. If the placement of the bridge or culvert involves any
culvert will be removed, pipe will extended
excavation, please complete the following:
8 feet
(1) Location of the spoil disposal area
Existing shoulder
f.
Length of proposed culvert 40 ft
(2) Dimensions of spoil disposal area
g.
Width of proposed culvert 24 in.
3' x 3'
(3) Do you claim title to the disposal area?
h.
Height of the top of the proposed culvert above the
2 Yes n No
MHW or NWL 4.0 in. below MHW
If no, attach a letter granting permission from
the owner.
i.
Will the proposed culvert affect existing water flow?
(4) Will the disposal area be available for future
Yes q No
maintenance? a Yes f L No
If yes, explain
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
L1 Yes f Z No
j.
Will the proposed culvert affect existing navigation
If yes, give dimensions if different from (2)
potential? II Yes -ZNo
above.
If yes, explain
(6) Does the disposal area include any area below
the MHW or NWL? F� Yes 0 No
If yes, give dimension if different from No. 2
3.
EXCAVATION AND FILL
above.
e. Will the placement of the proposed bridge or culvert
a.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
require any excavation below the MHW or NWL?
described in Item d. above) to be placed below MHW
2 Yes []_No
or NWL? n Yes N No
If yes,
If yes,
(1) Length of area to be excavated 9 ft
(1) Length of area to be filled
(2) Width of area to be excavated 3 ft
(2) Width of area to be filled
(3) Depth of area to be excavated 1.0 ft
(3) Purpose of fill
(4) Amount of material to be excavated in cubic
yards 1_0
f. Will the placement of the proposed bridge or culvert
b.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
require any excavation within:
described in Item d. above) to be placed within:
EQ Coastal Wetlands L1 SAVs II Other Wetlands
_ Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
If yes,
(1) Length of area to be excavated 9 ft
(1) Length of area to be filled 30 ft
(2) Width of area to he filled 4 ft

Form DCM-MP-S
(3) Purpose of fill Rebuild shoulder to
adequate width
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? M Yes 0 No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
n Yes EK No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Cl Yes F No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
II Yes E No
If yes, explain in detail
d. Will the proposed project require any work channels?
L1 Yes tQ 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)? backhoe
g. Will wetlands be crossed in transporting equipment
to project site? [l Yes 2 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?
EL Yes 0 No
If yes, explain in detail Biodegradable erosion control
blankets will be used to stabilize banks
NCDOT-River Rd/Capg - New Hanover
Applicant or Project Name
Signature
December 18, 2002
Date

PROJECT
ROAD
COUNTY
QUAD
PIPE EXTENSION
SR 1100/CAPE BLVD
NEW HANOVER
WILMINGTON
y�
8 FT EXTENSION OF RCP ��,
OTHA E. HERRING
6709 FALCON POINT RD
WILMINGTON, NC 28405
Ah
10 0 10 20
I
EXISTING 24" X 32 ft RCP
FILL AREA
12/17/02
JOESPH & JANET MAllA
I; 4465 W. HORSESHOE DR
BEVERLY HILLS, FL 34465
I;
II;
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CAPE FEAR RIVER
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------------------ WETLAND BOUNDARY
EDGE OF PAVEMENT
- - - - - - - EDGE OF SHOULDERS
-- - - - - -- TOE OF SLOPE
- - - - - - - - INTERMITTENT STREAM

PROJECT: RIVER/THE CAPE
DATE DECEMBER 17, 2002
ROAD SR 1100
ROAD NAME RIVER RD
COUNTY NEW HANOVER
EXISTING PIPE
240 X 32 ft RCP
CROSS SECTION
"IV
1.5'
0.3'
£xrsr��
(1.4 24 x 32 fl RCP
NOT TO SCALE
EXCAVATION ABOVE NWL:
o ctlaC YARDS
EXCAVATION BELOW NWL
9' t x Y w x r D- 10 CUBIC YARDS
..\Templates\Pipe X2_section.dgn 01/16/03 03:05:04 PM

Markers
Name: SITE
Short Name: SITE
Coordinates: 034.07219440 N, 077.9208888' W

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Certified Fee
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(Endorsement Required)
Restricted Delivery Fee
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Total Postage &Fees
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�SiENDER:
■ 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:
2. Article Number
(Transfer from service label)
A. Si atuyl
X l ❑ Agent
❑ Addressee
-B. Receiv d by Printed Name) C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
®mortified Mail ❑ Express Mail
IZL.Registered 05--ftturn Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
7001 1940 0006 7400 5374
PS Form 3811, August 2001 Domestic Return Receipt
102595-02-M-0835 0