39343_NC DOT_20040714

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]CAMA / DREDGE & FILL 1
GENE_ RAL PERMIT
Previous permit #
❑New lModification ❑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 15A NCAC C.
❑ Rules attached.
Applicant Name 0C � QT Project Location: County j1 r w
Address ( iE i Street Address/ State Road/ Lot #(s) ( I J Z -- 2
City ] / 19- State ZIP %L5,—I )q7 , . i' r E IE
Phone # ( ) �� �%L' Fax # O Subdivision
Authorized Agent TG��o�So•. City !�^ �, ' t. c.. ; —ZIP
© Cw MEW ❑ PTA DES ❑ PTS Phone # ( ) River Basin
Affected ,
AEC(Affected
❑ OEA ElHHF ❑ IH ElUBA El N/A Adj. Wtr. Body , e• ; , / i �- at man unkn
❑ PWS: 1-1FC:
ORW: yes / no PNA yes / no) Crit. Hab. yes / no
Closest Maj. Wtr. Body
Type of Project/ Activity
Pier (dock) length
i
Platform(s)_
-
j
rt—
Finger pier(s)
Groin length
-0
t_
i
number
i 1
i
—
Bulkhead/ Riprap length
—
--�-
—�
>v---
q71
/
/q
�.t1 ti 0,
avg distance offshore
max distance offshore
j
i
q11 a� t -
tit1t `
Basin, channel
cubic yards
Boat ramp -
Boathouse/ Boatlift
i
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
Agent ot�plicant Printed Name_
Signature ** Please read compliance statement on back of permit
(Scale:
See note on back regarding River Basin rules.
Permit Officer's Signature
71 /
Istiing ate Expiration Date
Application Fee(s)
Check #
Planning Jurisdiction
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, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules r:
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
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
Parker -Lincoln Building
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293 / 1-888ARCOAST
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
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

Form DCM-MP-5
BRIDGES AND p9GSWED
CULVERTSJUL 0 2 2004
Morehead City DCM
$100.00 CAMA Processing Fee NCDOT WBS Element Number 2.200711
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 X Private
b. Type of bridge (construction material)
N/A
c. Water body to be crossed by bridge
N/A
d. Water depth at the proposed crossing at MLW or
NWL N/A
e. Will proposed bridge replace an existing bridge? N/A
_ _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)?
N/A
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?
N/A
_ _Yes No
If yes, explain,
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? _ _Yes _ No N/A
If yes, explain
in. Will the proposed bridge cross wetlands containing
no navigable waters? Yes _ No N/A
If yes, explain
n. Have you contacted the U.S. Coast Guard concerning
their approval? N/A
Yes _ _No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
_Tributary of Pungo River
b. Number of culverts proposed Two
c. Type of culvert (construction material, style)
44' x 42" aluminum corrueated pipes
d. Will proposed culvert replace an existing bridge?
Yes _X _No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
Revised 03/95

Form DCM-MP-5 JUL 0 2 2004
(4) Will all, or a part of, the existing bride be (1) Length of area to be excavated 48'
removed? (Explain) Il orehead Ci ) f area to be excavated 13'
(N) M of material to be excavated in cubic
e. Will proposed culvert replace an existing culvert? yards 624sq. ft.
X _Yes _ No
If yes, d. If the placement of the bridge or culvert involves any
(1) Length of existing culvert 40' excavation, please complete the following:
(2) Width of existing culvert 36" (1) Location of the spoil disposal area
(3) Height of the top of the existing culvert above Temporary spoil area is existing road bed
the MHW or NWL 1_0' (4) Will all or a part of, the existing culvert be removed?
(2) Dimensions of spoil disposal area
f. Length of proposed culvert44' 20' x 20'
(3) Do you claim title to the disposal area?
g. Width of proposed culvert 42" X Yes No
If no, attach a letter granting permission from
h. Height of the top of the proposed culvert above the the owner.
MHW or NWL 2.5' (4) Will the disposal area be available for future
maintenance? X Yes No
i. Will the proposed culvert affect existing water flow? (5) Does the disposal area include any coastal
_X—Yes _No wetlands (marsh), SAVs, or other wetlands?
If yes, explain Allow greater flow during storm Yes X No
events 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 --No N/A 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? _ _Yes X _No
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
_ X Yes _ No (2) Width of area to be filled
If yes, (3) Purpose of fill
(1) Length of area to be excavated 48'
(2) Width of area to be excavated 13' f. Will the placement of the proposed bridge or culvert
(3) Depth of area to be excavated 1.7' result in any fill (other than excavated material
(4) Amount of material to be excavated in cubic described in Item d. above) to be placed within:
yards 624 sq. ft. Coastal Wetlands _ SAVs Other Wetlands
If yes, NO
b. Will the placement of the proposed bridge or culvert (1) Length of area to be filled
require any excavation within: (2) Width of area to be filled
_Coastal Wetlands _ SAVs Other Wetlands (3) Purpose of fill
If yes, Open Water Impact = (Culvert)
(1) Length of area to be excavated 6' X (2)
(2) Width of area to be excavated 12' X (2)_ g• Will the placement of the proposed bridge or culvert
(3) Approximate area to be excavated 144 sq. ft. result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes _X No
c. Will the placement of the proposed bridge or culvert If yes,
require any highground excavation? (1) Length of area to be filled
X Yes No (2) Width of area to be filled
If yes, (3) Purpose of fill
Revised 03/95

Form DCM-MP-5
4. GENERAL
a.
Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
Morehead City DCM
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 culvert 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-Beaufort SR 1722
Applicant or Project Name
Signature yt '�
Date 06 /04
Revised 03/95

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
SR 1722
PIPE REPLACEMENT JUL 0 2 2004
BEAUFORT coUN'i'Y Morehead City DCM
CAMA GENERAL PERMIT APPLICATION
DETAIL SHEET 1
404 WETLAND IMPACT: 0 SQ. F7.
COASTAL WETLAND IMPACT: 0 SQ. FT.
OPEN WATER IMPACT:144 SQ. FT.
�L
L 7603-53-0505
7603-43-802 DDONALD E.AYERS
EARL L. PROPST 1195 AYERS LANE
193 WOODSTOCK ROAD WILLIAMSTON, NC 27892
DB/PG I165/125
VICINITY MAPS
F.
PIPE LOCATION
` o
7603-42-7995 BELHAVEN, NC 27810
EARL L. PROPST DB/PG 1163/329 \
193 WOODSTOCK ROAD
BELHAVEN, NC 27810 \
DB/PG 1163/323
--R/W 2' 72 SQ. FT. OPEN
I II I
-------------- IHI I
- TrrN_
I II I
°, I II I
II
`-R/W�
72 SQ. FT. OPEN
WATER IMPACTS /
EARL L. PROPST
193 WOODSTOCK ROAD
BELHAVEN, NC 27810
DB/PG 1163/323
NOTES:
1) THIS PROJECT IS IN THE BATH TWP.
2) THIS PROJECT IS IN THE TAR-PAMLICO RIVER BASIN
3) THIS PROJECT DOES NOT FALL WITHIN ANY MUNICIPAL BOUNDARIES
4) EXISTING ROAD P/W IS 60'
5) ROAD NAME: WOODSTOCK ROAD
6) NO KNOWN NCGS MONUMENTS ON PROJECT -
DRAWN BY: I CHECKED BY: I 052LO4 1"=30'
DRB DRT
WATER IMPACTS
- SHOULDER POINT
EDGE OF PAVEMENT
SR 1722
0.15 MILES TO SR 1725
-------- - EDGE OF PAVEMENT
--- SHOULDER POINT
R/W -
REPLACE TWO EXISTING 40'-36" CMP WITH
TWO 44'--42" ALUMINUM CORRUGATED PIPES
EARL L. PROPST
193 WOODSTOCK ROAD
BELHAVEN, NC 27810
DB/PG 1163/323
NORMAL WATER LEVEL LINE
AREA TO BE UNDISTURBED AREA
FILLED OR I I I I I III 11 I i l l l l l DISTURBED 1111111IIIIIIIIIIII
,.;� :. IIIIIIIII111�
lull �
FABRIC BURIED BELOW.'
E STING GRADE
SILT FENCE DETAIL
FINISHED EARTH SLOPE (3:1)
PROPOSED RIP RAP
IPOSED
PIPE (2)
PIPE END DETAIL
NTS

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
' n
SR 1722 PRELIMINARY PLANS
1�
�=
PIPE REPLACEME11tT DO NOT L1SG FOR CONSTRUCTION�
U
BEAUFORT COUNTY
CAMA GENERAL PERMIT APPLICATION
DETAIL SHEET 2
o
PROPOSED (2) 44'-42" ALUMINUM PIPES,
ROAD SURFACE
-03.5, � 1.7'
AREA TO BE EXCAVATED AND BACKFILLED 0 3.5 -- 2.2
- 3.1'
4.2'
NORMAL WATER LEVEL - _ 5.3'
EXISTING STREAM BED - 2' - 0 3.0' - 2' 0 3.0' �- 2'
IF
UNDERCUT AND BACKFILL
13.0' - - - - - -►I
EXCAVATION ABOVE NORMAL WATER LEVEL: 55 YD3
EXCAVATION BELOW NORMAL WATER LEVEL: 40 YD3
NOTES:
1) THIS PROJECT IS IN THE BATH TWP.
2) THIS PROJECT 15 IN THE TAR-PAMLICO RIVER BASIN
3) THIS PROJECT DOES NOT FALL WITHIN ANY MUNICIPAL BOUNDARIES
4) PROJECT RAN 15 60'
5) ROAD NAME: WOODSTOCK ROAD
6) NO KNOWN NCGS MONUMENTS ON PROJECT
DRAWN BY: CHECKED BY: 040504
DRB DRT
EXISTING (2) 40'-36" CMP PIPES
5.9'

■ 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:
MR. DONALD AYERS
1195 AYERS LANE
WILLIAMSTON, NC 27892
A. Signature
Q Agent
by (Pripted Nar# I C. Date of
D. i Yes
Pdea No
i
JUL 0 2 7004
3. Service Type "e!�al OR'dPipTfdYlVfeMM
rchandise ?
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
? (Transfer from service label) 7 0 0 2 0 510 0000 6259 5352
PS Form 3811, August 2001 Domestic Return Receipt

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 •
NCDOT DIVISION OF HIGHWAYS
ATTN: JAY JOHNSON
P. OBOX 1587
GREENVILLE, NC 27835-1587
I r7
�+ � I?E1?FF??E31 i!I?!cil!i{ilFi!EF�i{y{iliii?i?i?�4?2i?:?!?Si?fl:?

■ 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:
MR. EARL PROPST
193 WOODSTOCK ROAD
BELHAVEN, NC 27810
3. Service Type{{�
e is`icfetl "" eTCfr319L pmandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(Transfer from service label) 7002 0 510 0000 62595369
PS Form 3811, August 2001 Domestic Return Receipt 2ACPRI-03-P-4081

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 •
NCDOT DIVISION OF HIGHWAYS
ATTN: JAY JOHNSON
P. O.BOX 1587
GREENVILLE, NC 27835-1587