19920673 Ver al_Complete File_20100726

Fb (??B
Beaufort County, Pamlico River Ferry Basins near Bath
(North Side) and Aurora (South Side) on NC 306,
Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
NCDOT Contact: Doug Huggett
11/4/92 Permit coordination meeting with CAMA on site.
Several changes and clarifications requested for
permit drawings and application.
11/16/92 Permit package sent out.
11/23/92 CAMA representative called and requested some
additional information. Revised permit sent in
November 30, 1992.
12/07/92 Corps of Engineers indicated that project is a
candidate for General Permit 291 (CAMA authorized
projects). General Permit not valid until written
confirmation received after all state permits are
issued.
12/10/92 Project accepted as complete by CAMA. Deadline for
making permit decision set for February 23, 1993,
unless an additional 75 day extension is needed.
1/11/93 401 Water Quality General Certification 2665
(General Certification for Projects Eligible for
Corps of Engineers Nationwide Permit 13 - Bank
Stabilization) issued.
2/3/93 CAMA Major Development Permit issued. Still
awaiting written conformation from Corps of
Engineers that project is authorized under General
Permit 291.
April 93 Project scheduled to be let. Permits needed by end
of February.
• n# s
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO January 22, 1993
Regulatory Branch
Action ID. 199300537
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
JAN 61993
'All TI -".jell-.
1,,1^ i t
Reference the application of the North Carolina Department of
Transportation, Division of Highways, for a Department of the Army permit to
replace and backfill bulkheads, place riprap material and install cluster
piles on the Pamlico River, at the ferry basins near Bath and Aurora, Beaufort
County, North Carolina, State Project No. 2.110013.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. The bulkheads and riprap material will be positioned in strict
accordance with permit plans.
C. All backfill materials will be obtained from a highground source and
confined landward of the permitted bulkhead.
d. The fill and riprap materials will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials, or unsightly
debris will not be used.
e. The permittee must install and maintain, at his expense, any signal
lights and signals prescribed by the U.S. Coast Guard, through regulations or
otherwise, on authorized facilities.
f. The permittee will maintain the authorized work in good condition and
in conformance with the terms and conditions of this permit.
00. .

-2-
g. The authorized structure and associated activity will not cause an
unacceptable interference with navigation.
h. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less will not be considered significant.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. John Dorney
Water Quality Section
Division of Environmental
Management
No h Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
i A oa SfATf a
WAM v,AV?.
-4
State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor January 11, 1993 Jonathan B. Howes, Secretary
Mr. Barney O'Quinn
Planning and Environmental Branch
N.C. Dept. of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611
Dear Mr. O'Quinn:
Subject: Proposed Fill in Wetlands or Waters
Bulkhead repair and riprap installation
Beaufort County
DEM Project # 92673, COE # 199300537
Upon review of your request for Water Quality Certification
to place fill material in 0.004 acres of wetlands or waters in
Pamlico River for bulkhead repair and riprap installation located
at ferry basins near Bath and Aurora in Beaufort County, we have
determined that the proposed fill can be covered by General Water
Quality Certification No. 2665 issued January 21, 1992. A copy
of the General Certification is attached. This Certification may
be used in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 13.
If you have any questions, please contact John Dorney at
919/733-1786.
Sincerely,
eston oward, J P.E.
APH:JD
Attachment
CC: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
David Foster
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer
'0,04* if
4 e ? o
M
WASHINGTON OFFICE
State of North Carolina
Department of Environment, Health, and Natural Resources II, F. hL
Division of Coastal Management
1424 Carolina Avenue • Washington, North Carolina 27889
James G. Martin, Governor
William W. Cobey, Jr., Secretary
10 December 1992
MI(ORANDUM
TO: Mr. A. Preston Howard, Acting Director
Division of Environmental Management
FROM: John R. Parker, Chief
Major Permits Processing Section
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: North Carolina Department of Transportation
Roger N. Schecter
Director
Project Location: NC 306, Pamlico River Ferry, North and South Sides of the Pamlico
River, Near Aurora, Gaylords Bay, Beaufort County
Proposed Project: The applicant is proposing to replace bulkheads, place riprap and
install new dolphin clusters on both the north and south sides of
the Pamlico River.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 31 December 1992. If you have any questions regarding the proposed
project, please contact David Gossett at 946-6481. When appropriate, in-depth comments
with supporting data is requested.
REPLY i? This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
ttached comments
Signed
a
Date
Box 1507 • Washington, North Carolina 27889 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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Beaufort County, Pamlico River _Ferry Basins near Bath
(North Side) and Aurora South Side) on NC 306,
Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
NCDOT Contact: Doug Huggett i
11/4/92 Permit coordination meeting with CAMA on site.
Several changes and clarifications requested for
permit drawings and application.
11/16/92 Permit package sent out.
11/23/92 CAMA representative called and requested some
additional information. Revised permit sent in
November 30, 1992.
12/07/92 Corps of Engineers indicated that project is a
candidate for General Permit 291 (CAMA authorized
projects). General Permit not valid until written
confirmation received after all state permits are
issued.
12/10/92 Project accepted as complete by CAMA. Deadline for
making permit decision set for February 23, 1993,
unless an additional 75 day extension is needed.
1/11/93 401 Wa Quality General_Certificat_ion 2665
/ eneral Certification for Projects EligiTbre for
Corps of Engineers Nationwide Permit 13 - Bank
Stabilization) issued.
April 93 Project scheduled to be let. Permits needed by end
of February.
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NAMUCO RIVER FERRY
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To : John Dorney s
Planning Branch .. 8
DIVISION OF ENVIRONMENTAL MANAGEMENT •-j

CAMA/COE PERMIT APPLICATION REVIEW WETLANDS GR01IP
WATER QUALITY SECTION!
WaRO PROJECT f 3 - Do ! - ?- WQ SUPERVISOR : THO
REVIEWER: SAWYER DATE: / .3
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 P T NO.:
M
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- COUNTY:
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PROJECT NAME : N e
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PROJECT TYPE: g.,.?Zki-'Q 12'x^ P
TYPE: A
COE /-? DOT:
RCD FROM CDA: ? DATE FROM CDA:
REG OFFICE: WaRO RIVER AND SUB BASIN
STREAM ORADJACENT WATER BODY: rrr-411 .C?-?o 621;-11-1
CLASS: ?S STREAM INDEX: .2 y
OPEN OR CLOSED:
WL IMPACT: WL TYPE:
WL REQUESTED: WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: G SHEET ATTACHED?
RECOMMENDATION: IS ISSUE/COND DENY HOLD
STORMWATER PLAN REQ'D: N IF YES, DATE APPROVED:
PROJECT DESCRIPTION:
JQ-?,
V
WATER QUALITY CERT. 401)
CERT. REQ'D:
IF YES, TYPE:
SEWAGE DISPOSAL p
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY: /-V n
(DEM, DHS, COUNTY) /?
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL _
AREA OF FILL: WATER : 7 5 WETLAND : 4376 1 iv
IS FILL ELIMINATING A SIGNIFICANT USE? /? V
DREDGING
AREA TO BE DREDGED:
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: /v90SURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; COE Washington Office

1.
2.
DIVISION OF COASTAL MANAIiEJWtVX RECENm
FIELD INVESTIGATION REPORT WASHINGTON OFFICE
ULG 1 0 199Z
APPLICANT'S NAME North Carolina Department of Trnnsnnrtat.inn _
L: T,1;
LOCATION OF PROJECT SITE Beaufort County, Pamlico River Ferrry, NC 306, north
and south sides of the Pamlico River, near Aurora, Gay ors ay.
PHOTO INDX: 1989: See attached 1984: See attached
STATE PLANE COORDINATES: X: See attached Y: See attached
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 11/04/92 12/03/92
(B) WAS APPLICANT PRESENT Yes No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED December 9, 1992
OFFICE Washington RegionG Office
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Conservation
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC TRUST WATERSX
ESTUARINE WATERS-_ OTHER
(C) WATER DEPENDENT: YES X NO X
(mooring piling) riprap, bulkhead)
(D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING Septic tanks
PLANNED None
(F) TYPE OF STRUCTURES: EXISTING Ferry loading structures, bulkhead, etc.
PLANNED Dolphin clusters, bulkhead, riprap
(G) ESTIMATED ANNUAL RATE OF EROSION 0-21 SOURCE DCM staff observation
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Phragmites sp. ¢450 sq. ft
(southside eastend)
(B) NON-VEGETATED WETLANDS:
1,020 sq. ft. riprap NS
(C) 1,755 sq. ft. behind bulkhead NS
Open water 4,010 sq. ft. riprap SS
735 sq. ft. behind bulkhead SS
(D) TOTAL AREA DISTURBED: 7,970 sq. ft. NS and SS
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: SB-NSW OPEN: YES NO X
8. PROJECT SUMMARY: The NC--DOT is proposing to replace bulkheads, place riprap
and install new dolphin clusters a the am ico River Perry on o e nor and
south sides of the Pamlico River.
F& \
NC DOT - NC 306
Beaufort County
PHOTO INDEX
Northside
1989
1984
Southside
• 1989
1984
11-17-89, 2-68-1, Q-4, Q-5, 9-6
12-19-84, 74-984, H-5, H-6, G-6
11-18-89, 276-17, H-16, 1-16
12-23-84, 68-1390, N-7, 0-7, 0-6
STATE PLANE COORDINATES - Ramsonville LL
Northside
x 2,673,500
Y 618,200
Southside
x 2,671,000
Y 6,599,700
*go, .
NC DOT - NC 903
Beaufort County
Environmental setting
During the early 1960'x, the NC-DOT established the Pamlico River Ferry in
Beaufort County. The Ferry transverses the Pamlico River from Gaylords Bay just
east of the Town of Bath on the north side of the river to the east of the Town
of Aurora on the south side of the river. NC 306 is located at each ferry site.
The north side consists of a bulkheaded basin with loading ramps and
dolphin clusters. Also, riprap has been historically placed at both the west end
and the east end of the bulkhead. At the east end a large area of Spartina
cynosuroides marsh is present; upland development consists of a office complex,
parking lots and a approach road.
The south side site also consists of a bulkheaded basin with loading ramps
and dolphin clusters. As with the north side some riprap is present at both of
the east and west ends of the bulkhead. Also, at both ends of the bulkhead areas
vegetated with Phragmites spp. are present; upland development on the south side
consists of restrooms and a approach road.
Project proposal
(A) North Side - The applicant is proposing the following:
(1) To construct ±585' of steel sheet pile bulkhead. The new bulkhead
will be 3 1/21 waterward of the face of the existing bulkhead or 3'
waterward of the existing support pilings.
(2) To place ±501 of riprap waterward of a portion of existing bulkhead.
This area of riprap will average 91 beyond the NWL.
(3) To place ±301 of riprap waterward of the NWL at the western end of
the existing bulkhead. This riprap will be placed partially atop
existing riprap and will average ±9' beyond the NWL.
(4) To place ±1501 of riprap waterward of the NWL beginning at the east
end of the existing bulkhead. A portion of this riprap will be atop
existing riprap and a portion will be placed waterward and to the
same elevation of an area of Spartina cynosuroides marsh. No riprap
will be placed atop the marsh. This 150' section of riprap will
average 21 beyond the NWL.
(5) To place five (5) new cluster piles within the ferry basin. Four
(4) of these piles will be west of the loading ramp and one (1) will
be to the east of the riprap.
(B) South Side - The applicant is proposing the following:
(1) To construct ±2451 of steel sheet pile bulkhead. The new bulkhead
will be 3 1/21 waterward of the face of the existing bulkhead or 2'
waterward of the existing support pilings.

NC DOT - NC 306
Page 2
(2) To place ±300' of riprap waterward of a portion of the existing
bulkhead. This area of riprap will average 10' beyond the NWL.
(3) To place t65' of riprap waterward of the NWL at the western end of
the existing bulkhead. This riprap will be placed partially atop
existing riprap a portion will be placed waterward and to the same
elevation of an area of Phragmites spp.. This section of riprap
will average t2' beyond the NWL.
(4) To place ±180' of riprap waterward of the NWL at the eastern end of
the existing bulkhead. This riprap will be placed partially atop an
area of Phragmites sp . which is existing beyond the NWL at this
location. This section of riprap will average ±2' beyond the NWL.
(5) To place two (2) new cluster piles within the ferry basin. One (1)
set of piles will be on the west side of the loading and one (1) set
will be on the east side of the loading ramp.
Environmental impact
M--+V% CiAA
(1) ±1,755 square feet of open water area will be filled landward of the
proposed bulkhead.
(2) ±1,020 square feet of openwater area will be filled by the placement
of the proposed riprap.
(3) No wetland vegetation will be excavated or filled.
(4) Some short term turbidity will exist during project construction.
South Side
(1) ±735 square feet of open water area will be filled landward of the
proposed bulkhead.
(2) ±4,010 square feet of open water area will be filled by the
placement of the proposed riprap.
(3) ±450 square feet of Phragmites spp. will be filled by riprap
placement at the eastern end of the existing bulkhead.
(4) Some short term turbidity will exist during project construction.
David L. Gossett - Washington Office - 10 December 1992

STAi[
J?
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201

JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON November 25, 1992
SECRETARY
Division of Coastal Management
N.C. Department of Environment, Health
and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation
submitted a CAMA permit application for the subject project
to The Division of Coastal Management on November 13, 1992.
On November 23, 1992, Mr. David Gosset (DCM-Washington)
requested that some clarifications and revisions be made to
the permit application. In accordance with this request, we
are providing the enclosed revised permit application. All
information provided in the November 13, 1992 cover letter
(enclosed) remains correct.
If you have any additional questions regarding this matter,
please contact Mr. Doug Huggett of NCDOT's Environmental Unit at
[phone].
Sincerely,
V Nx;
10-J. O'Quinn, P.E.
Assistant Branch Manager
Planning and Environmental Branch
An Fniin I nnnnrtiin iwIAilirr -#;,,n A-#;-n

cc: Mr. Terry Moore, DCM-Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR (7 copies)
Mr. Kelly Barger, PE, Project Management Unit
Mr. Don Morton, PE, Highway Design Branch
Mr. A.L. Hankins, PE, Hydraulics
Mr. John Smith, PE, Structure Design
Mr. G.R. Shirley, P.E., Division 2 Engineer
Mr. Robert Goins, Ferry Division-Morehead City
Ferry Operations Supervisor-Pamlico Ferry Facility

STArt
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
?OVERNOR
THOMAS J. HARRELSON November 13, 1992
SECRETARY

Division of Coastal Management
N.C. Department of Environment, Health
and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace deteriorating bulkheads and provide additional
shoreline stabilization at the Pamlico River ferry basins
near Bath and Aurora on NC 306 in Beaufort County.
Additional dolphin cluster piles are also proposed at each
basin.
North Side
At the ferry basin on the north side of the Pamlico
River, 585 feet of bulkhead replacement is proposed. The new
bulkhead will extend into the water 31 feet from the face of
the existing bulkhead, or 2 feet waterward of the existing
support pilings (see sheet 5 of 8). The proposed bulkhead
will consist of 12" wide steel sheet piling with a 2.5'x2.5'
concrete cap. The area between the front of the existing
bulkhead and the rear of the proposed piling will be filled
with select backfill material supplied by a local borrow pit.
A small stretch of existing bulkhead on the west end of
the basin will not be replaced with a new bulkhead, but will
be stabilized by the use of class II rip rap (see sheet 2 of

8). NCDOT does not believe that it is necessary to extend
the more expensive bulkhead construction into this area.
During a permit coordination meeting with Mr. Dave
Gossett (DCM-Washington), concerns were raised over the
amount of open water habitat that would be impacted by the
rip rap in this area based on original plans to create a 3
foot flat cap at the top of the rip rap, and the use of 3:1
side slopes. NCDOT therefore agreed to delete the 3 foot
flat cap and change the slope to 2:1 (see section A-A, sheet
4 of 8). This modification has resulted in an approximate
40% reduction in impact to waters of the U.S. at this site.
On the east side of the north basin, rip rap will be
used to stabilize a stretch of shoreline that is prone to
erosion (see sheets 3 of 8, 4 of 8 section C-C). Without
this stabilization, land behind the bulkhead could be eroded
away, threatening the bulkhead structure. Again, the
proposed slope has been changed from 3:1 to 2:1 to reduce
impacts to waters of the U.S. In the area bordering the
coastal marsh, rip rap will be placed in front of the erosion
escarpment no higher than the elevation of the existing marsh
(see sheet 3 of 8, Section D-D). No fill will be placed in
the marsh. This stabilization should slow down the erosion
of the current marsh habitat, while also helping to stabilize
the bulkhead.
Three new large cluster piles and two three-pile
clusters are proposed for this basin (see sheets 2 of 8 and 3
of 8). No construction activity landward of the existing
bulkhead is proposed.
Construction activities at the north ferry facility will
result in 165 CY total rip rap fill, 75 CY of rip rap total
fill below MHT, 260 CY of fill behind proposed bulkhead, with
0.01635 acres of fill in waters of the US. No coastal wetland
habitat will be filled.
South Side
At the ferry basin on the south side of the Pamlico
River, 250 feet of bulkhead replacement is proposed. The new
bulkhead will extend into the water 31 feet from the face of
the existing bulkhead, or 2 feet waterward of the existing
support pilings (see sheet 8 of 8). The proposed bulkhead
will consist of 12" wide steel sheet piling with a 2.5'x2.5'
concrete cap. The area between the front of the existing
bulkhead and the rear of the proposed piling will be filled
with select backfill material supplied by a local borrow pit.

A stretch of existing bulkhead on the west end of the
basin will not be replaced with a new bulkhead, but will be
stabilized by the use of class II rip rap (see sheet 6 of 8).

NCDOT does not believe that it is necessary to extend the
more expensive bulkhead construction into this area. Mr.
Gossett again expressed concerns over the amount of open
water habitat that would be impacted by the rip rap in this
area based on original plans. As was the case with the north
side rip rap, NCDOT will agree to delete the 3 foot flat cap
and change the slope from 3:1 to 2:1 (see section A-A, sheet
7 of 8). This modification has resulted in an approximate
40% reduction in impact to waters of the U.S. at this site.
In the area bordering the marsh on the backside of the
western point of the basin, rip rap will be placed in front
of the erosion escarpment no higher than the elevation of the
existing marsh (see sheet 6 of 8, Section D-D). No fill will
be placed in the marsh at this site. This stabilization
should slow down the erosion of the current marsh habitat,
while also helping to stabilize the bulkhead.
On the east end of basin, rip rap will be used to
stabilize a stretch of shoreline that is prone to erosion
(see sheet 6 of 8). Marsh grasses are presently growing in
front of the erosion escarpment, and in order to stabilize
the shoreline and protect the bulkhead, a portion of this
area must be filled. The rip rap activities in this area
will lead to an unavoidable loss of 0.004 acres of wetland
habitat.
A small drainage canal directly west of the ferry ramp
approach road which presently leads to a 18" corrugated steel
pipe will be modified to direct flow into a 18" corrugated
steel pipe underneath the approachway (see sheets 6 of 8, 7
of 8 section C-C). The existing pipe will be plugged, and
the canal regraded from the plug back approximately 45 feet
to the opening of the proposed pipe.
Two new large cluster piles are proposed for this basin.
No construction activity landward of the existing bulkhead is
proposed. Four small cluster piles adjacent to the westward
bulkhead will be removed to allow for placement of the rip
rap material (see sheet 6 of 8).
Construction activities at the south ferry facility will
result in 515 CY total rip rap fill, 420 CY total rip rap
fill below MHT, 110 CY of fill behind proposed bulkhead, with
0.10 acres of fill in waters of the US. Additionally, 0.004
acres of wetland will be impacted due to rip rap placement on
the east end of the basin. Due to the small acreage of
wetland impacted by this activity, as well as the benefits
associated with reducing erosion of marsh habitat, no
mitigation for the loss of 0.004 acres of coastal marsh is
proposed.

The North Carolina Department of Transportation is requesting
that the proposed work be authorized under the appropriate CAMA
permit as indicated by the above mentioned activities. Enclosed
please find a permit application and permit drawings. A
processing fee has been requested from our Fiscal Unit, and will
be forwarded to your office as soon as possible. By copy of this
letter, we are also requesting issuance of 401 Water Quality
Certification from the N.C. Division of Environmental Management
and a U.S. Army Corps of Engineers 404 Permit. If you have any
additional questions regarding this matter, please contact Mr.
Doug Huggett of NCDOT's Environmental Unit at [phone].
Sincerely,
B. J. ',u' , P. E.
Assistant Branch Manager
Planning and Environmental Branch
BJO/dvh
cc: Mr. Terry Moore, DCM-Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR (7 copies)
Mr. Kelly Barger, PE, Project Management Unit
Mr. Don Morton, PE, Highway Design Branch
Mr. A.L. Hankins, PE, Hydraulics
Mr. John Smith, PE, Structure Design
Mr. G.R. Shirley, P.E., Division 2 Engineer
Mr. Robert Goins, Ferry Division-Morehead City
Ferry Operations Supervisor-Pamlico Ferry Facility

Please t)pe or print. Carefully describe all anticipated
Idevelop'ment activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8.9
must be completed for all projects.
1 APPLICANT
a. Name NCDOT ATTN: B.J. O'Quinn, PE
Address P.O. Box 25201
City Raleigh State
N. C.
Zip 27611 Dayphone [phone]
X Landowner or Authorized agent
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
commercial use?
Public Transportation (NCDOT)
d. Describe the planned use of the project.
Public transportation ferry crossing
ot Pamlico River on NC 306)
b. Project name (if any) Pamlico River Ferry Basin
Bulkhead replacement/shoreline stabilization-
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
2 LOCATION OF PROPOSED
PROJECT
LAND AND WATER
CHARACTERISTICS
a. Size of entire tractnorthsisle=±
south side=+/- 3 acres
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
NationPeodetic Vertical Datum
+/ M.S.L
d. Soil type(s) and texture(s) of tract
a. Street address or secondary road number
NC 306 e. Vegetation on tract Upland grasses, coastal wetlands
b. City, town, community, or landmark
Bath (north side); Aurora (south side) f
c. County
Beaufort
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Pamlico River
3 DESCRIPTION AND PLANNED USE
Man-made features now on trafferry Basins, bulkheads
rip rap, dolphin clusters, associated buildings
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
g
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
OF PROPOSED PROJECT i. How are adjacent waters classified?
SB/NSW
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? NigIf so, by whom?
or pier). Bulkhead placement. rip-ran In arement,
dolphin cluster cons_tr_urtion
3191
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
developmem
a. Type and number of buildings, facilities, or M.
structures proposed North Side- bulkhead, rip rap,
3 dolphin clusters; out Side- ul head, n.
rip rap, dolphin clusters
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
N/A
e. ,If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
No Net Increase
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
None
pattern retained. South Side- outlet to be
relocated from bulkhead as shown on permit
drawings.
Water supply source wells
If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
j. Have these facilities received state or local approval? Upland fill
N/A areas
k. Describe existing treatment facilities.
Existing septic tanks, north and south sides
Length- Width Depth
See Att4ched Shelet
b. Amount of material to be excavated from below
water level in cubic yards None
c. Typeofmaterial N/A
d. Does the area to be excavated include marshland,
1. Describe location and type of discharges to waters of swamps, or other wetlands?
#16 f- 1 rf ff • t
state (r examp e, su ace runo , saru ary
wastewater, industrial/commercial effluent, "wash
down"). surface runoff. North Side- existing e'
High ground excavation, in cubic yards
None
2 3/91
f. Dimensions of spoil di YAsal area
g. Location of spoil disposal area
N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? Yes
North-Side.+/- 335 CY
1. Amount of fill in cubic yard aeuth-She= 41 - 539 CY
m. Type of fill material Class II
select backfill
n. Source of fill material Quarry and lonal -her-pow
o. Will fill material be placRa on marsh or other
wetlands? Yes
D. Dimensions of the wetland to be filled
75' x 2' = 0.004 acres
c. Shoreline erosion during preceding 12 months, in
feet Less than 5 feet in unprotected areas
d. Type of bulkhead material? • 5' x2.5' conc. cap on steer
sheet pile
e. Amount of fill, in cubic yards, to be placed below
mean high waterNorth'Side- 335CY, South Side= 530
(Total or rip rap and select backfill
f. Type of fill material Quarry stone. Class II rip rap
select backfill
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled? Please note that original drawings are preferred and
New bulkhead to contain backfill. No only high quality copies will be accepted. Blue-line
excavation or denuded areas are anticipatedprints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe, dumptruck, pile driver, of plat requirements and it must be sufficiently detailed
,
clamshell bucket to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap North Side-+/-815'
South -+ - 0
b. Average distance waterward of mean high water or
normal water levelSee attached sheet
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91
Name
Address
Name
Address
See Attached sheet
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Permit 595 i ssuari can g,0943
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the_j _-S day of
19V-
X _U? v
Landowrl r o Authoriz d agent
4 3/91

6a. Describe below the purpose of proposed excavation or
fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below MHW
NORTH SIDE
Rip rap on west
end of project
Rip rap on east
end of project
Behind bulkhead
SOUTH SIDE
Rip rap on west
end of project
Rip rap in east
end of project
Behind bulkhead
Upland fill
areas
Length Width Depth
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
±80' avg 9' 3.0 '
±150' avg 2' 1.0'
±585' avg 3' 4'
±365' avg 10' 3.0'
±180' avg 2' 1.0'
±245' avg 3' 4'
±45' ±3.0' t1.0'
7b. Average distance waterward of MHW or NWL
NORTH SIDE
Rip rap in front of bulkhead = 9'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
SOUTH SIDE
Rip rap in front of bulkhead = 10'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
Adjacent Property Owners
2
3
4
Mrs. Mildred Mason
Route 1 Box 369
Bath, N.C. 27808
Mr. Milton Wilcox
2037 Deer Trail
Clayton, N.C. 27520
Mr. Thomas L. Bess
Route 2 Box 358
Greenville, N.C. 27834
TexasGulf Chemicals
3101 Glenwood Ave.
Raleigh, N.C.
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DIVISION OF HIGHWAYS
2.110013 BEAUFI)RT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELINE STABLIZATION
SHEET 3 OF 8 9-42
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2.110013 QEAUFOR'f co.
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DIVISION OF HIGHWAYS
2.110013 BEAUFORT CO.
PAMLICO RIVET{ FERRY
BULKHEAD PLACEMENT
SHORELINE S'fABLI'LATION
SHEET' 5 OF 8 -9A"

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DIVISION OF HIGHWAYS
2.11OU13 BEAUFORT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELINE STABLI'LATION
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PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELINE STABLIZATION
SCALE I 10? SHEET 7 OF 6 9-92

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(A) VEGETATED WETLANDS
Phragmites sp.
(B) NON-VEGETATED WETLANDS:
(C) OTHER:
Open water
(D) TOTAL AREA DISTURBED:
DREDGED FILLED OTHER
X450 sq. ft
(southside eastend)
1,020 sq. ft. riprap NS
1,755 sq. ft. behind bulkhead NS
41010 sq. ft. riprap SS
735 sq. ft. behind bulkhead `,S
7,970 sq. ft. NS and SS
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: "')B--NI;W OPEN: YES NO X
8. PROQ7ECT SUMMARY: The NC--DOT is proposing to rep=lace bulkheads, place riprap
and install new dolphin c .us ers a the am i_co aver Ferry or, oUK-UE-e-T-o-rUFT and
south sides of the Pamlico River.
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME North Carolina Department of Transnnrta H an
r
2. 'LOCATION OF PROJECT SITE Beaufort County, Pamlico River Ferrry, NC 306, north
and south sides of the Pamlico River, near Aurora, Gaylor s ay.
PHOTO INDX: 1989: See attached 1984: See attached
STATE PLANE COORDINATES: X: See attached Y: See attached
3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 11/04/92 12/03/92
(B) WAS APPLICANT PRESENT Yes No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED December 9, 1992
OFFICE Washington Regional Office
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Conservation
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X
COASTAL WETLANDS PUBLIC > r'-WATERS -X
OTHER
ESTUARINE WATERS-
_
(C) WATER DEPENDENT: YES X NO X
(mooring; piling) riprap, bulkhead) DS GROUP
-
(D) INTENDED USE: PUBLIC X
A
PRIVATE COMMERCI
ECTi
t-±:9W
(E) TYPE OF WASTE WATER TREA TMENT: EXISTING_ Septic tanks
PLANNED Ncne
(F) TYPE OF STRUCTURES: EXISTING Ferry loading structures, bulkhead, etc.
PLANNED Dolphin clusters, bulkhead, riprap
(G) ESTIMATED ANNUAL RATE OF EROSION 0-21 SOURCE DCM staff observation
7. HABITAT DESCRIPTION:
6* .
NC DOT - NC 306
w Beaufort County
PHOTO INDEX
Northside
1989 11-17-89, 2-68-1, Q-4, 9-5, Q-6
1984 12-19-84, 74-984, H-5, H-6, G-6
Southside
1989 11-18-89, 276-17, H-16, 1-16
1984 12-23-84, 68-1390, N-7, 0-7, 0-6
STATE PLANE COORDINATES - Ramsonville LL
Northside
x 2,673,500
Y 618,200
Southside
x 2,671,000
Y 6,599,700
••
NC DOT - NC 903
Beaufort County
Environmental setting
During the early 1960's, the NC-DOT established the Pamlico River Ferry in
Beaufort County. The Ferry transverses the Pamlico River from Gaylords Bay just
east of the Town of Bath on the north side of the river to the east of the Town
of Aurora on the south side of the river. NC 306 is located at each ferry site.
The north side consists of a bulkheaded basin with loading ramps and
dolphin clusters. Also, riprap has been historically placed at both the west end
and the east end of the bulkhead. At the east end a large area of Spartina
cynosuroides marsh is present; upland development consists of a office complex,
parking lots and a approach road.
The south side site also consists of a bulkheaded basin with loading ramps
and dolphin clusters. As with the north side some riprap is present at both of
the east and west ends of the bulkhead. Also, at both ends of the bulkhead areas
vegetated with Phragmites spp. are present; upland development on the south side
consists of restrooms and a approach road.
Project proposal
(A) North Side - The applicant is proposing the following:
(1) To construct ±585' of steel sheet pile bulkhead. The new bulkhead
will be 3 1/2' waterward of the face of the existing bulkhead or 3'
waterward of the existing support pilings.
(2) To place ±50' of riprap waterward of a portion of existing bulkhead.
This area of riprap will average 9' beyond the NWL.
(3) To place ±30' of riprap waterward of the NWL at the western end of
the existing bulkhead. This riprap will be placed partially atop
existing riprap and will average ±9' beyond the NWL.
(4) To place ±150' of riprap waterward of the NWL beginning at the east
end of the existing bulkhead. A portion of this riprap will be atop
existing riprap and a portion will be placed waterward and to the
same elevation of an area of Spartina cynosuroides marsh. No riprap
will be placed atop the marsh. This 150' section of riprap will
average 2' beyond the NWL.
(5) To place five (5) new cluster piles within the ferry basin. Four
(4) of these piles will be west of the loading ramp and one (1) will
be to the east of the riprap.
(B) South Side - The applicant is proposing the following:
(1) To construct ±245' of steel sheet pile bulkhead. The new bulkhead
will be 3 1/2' waterward of the face of the existing bulkhead or 2'
waterward of the existing support pilings.
A
NC DOT - NC 306
Page 2
(2) To place ±300' of riprap waterward of a portion of the existing
bulkhead. This area of riprap will average 10' beyond the NWL.
(3) To place ±65' of riprap waterward of the NWL at the western end of
the existing bulkhead. This riprap will be placed partially atop
existing riprap a portion will be placed waterward and to the same
elevation of an area of Phragmites spp.. This section of riprap
will average ±2' beyond the NWL.
(4) To place ±180' of riprap waterward of the NWL at the eastern end of
the existing bulkhead. This riprap will be placed partially atop an
area of Phragmites spp. which is existing beyond the NWL at this
location. This section of riprap will average ±2' beyond the NWL.
(5) To place two (2) new cluster piles within the ferry basin. One (1)
set of piles will be on the west side of the loading and one (1) set
will be on the east side of the loading ramp.
Environmental impact
04 A-
(1) ±1,755 square feet of open water area will be filled landward of the
,)roposed bulkheav.
(2) ±1,020 square feet of openwater area will be filled by the placement
of the proposed riprap.
(3) No wetland vegetation will be excavated or filled.
(4) Some short term turbidity will exist during project construction.
(1) ±735 square feet of open water area will be filled landward of the
proposed bulkhead.
(2) ±4,010 square feet of open water area will be filled by the
placement of the proposed riprap.
(3) ±450 square feet of Phragmites spp. will be filled by riprap
placement at the eastern end of the existing bulkhead.
(4) Sonic short term turbidity will exist during project construction.
David L. Gossett - Washington Office - 10 December 1992
•
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stonnwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name_NCDOT ATTN: B J 0'0 inn, PE
Address P.O. Box 25201
City_ Raleigh State
N. C.
Zip 27611 Dayphone [phone]
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
commercial use?
Public Transportation (NCDOT)
d. Describe the planned use of the pro.ect.
Public transportation 6err crossing
o Pamlico i.ver on NC 306)
X Landowner or Authorized agent
b. Project name (if any) Pamlico River F rry Bsssi n
Bulkhead replacement/shoreline s abili7ation4
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
2 LOCATION OF PROPOSED
PROJECT
LAND AND WATER
CHARACTERISTICS
a. Size of entire tractnorth side=+
south side=+/- 3 acres
b. Size of individual lot(s) N U1
c. Elevation of tract above mean sea level or
Natir:,al._?codetic Vcrtical'?atum
+i -?M.S.L
d. Soil type(s) and texture(s) of tract
a. Street address or secondary road number
_NC 306 e. Vcgctationon tract Upland 4rasses, coastal watland
b. City, town, community, or landmark
Bath (north side); Aurora (south side)__ f.
c. County Beaufort
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Pamlico River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Bulkhead 1_acemont,?i p-r 1 arnment
_ dolphin cystc? construction
Man-made features now on tracEerry Basins , bulkhead
rip .rap, dolphin clusters, associated buildings
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
How is the tract zoned by local government?
No local Inning
How are adjacent waters classified?
SB/NSW
Has a professional archaeological survey been
carried out for the tract? ?10_ If so, by whom?
3/91

5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or m
structures proposed N ort h Side- bulkhead, rip rap,
3 dolphin clusters; out Side- bulkhead, n.
rip rap, dolphin clusters
b. Number of lots or parcels _ N/A
c. Density (Give the number of residential units and the
units per acre.) N/ A
pattern retained. South Side- outlet to be
relocated from bulkhead as shown on permit
drawings.
Water supply source wells
If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
d. Size of area to be graded or disturbed
N/A
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
No Net Increase
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
None
j. Have these facilities received state or local approval?
N/A
k. Describe existing treatment facilities.
Existing septic tanks, north and south sides
Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). surface runoff. North Side- existinge
0
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access c;iannel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length- Width Depth.
See Attiched She
'I
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material
N/A
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
No
High ground excavation, in cubic yards
2 3/91
f. Dimensions of spoil di pAsal area
g. Location of spoil disposal area
N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? Yes
1. Amount of fill in cubic yard North.,Side - +/- 335 CY
?et3de? +f -539-CY
m. T,,Y.e of fill material Class II rip rip and
select Source of fill material backfill @Rd ^, b9PPOW
o. Will fill material be place on marsh or other
wetlands? Yes
p. Dimensions of the wetland to be filled
75' x 2' 0.004 acres
c. Shoreline erosion during preceding 12 months, in
feet Less than 5 feet in unprotected areas
d. Type of bulkhead material? • 5'x2.5' conc. cap on ste
sheet pile
e. Amount of fill, in cubic yards, to be placed below
mean high waterNorth Side- 335CY, South Side= 53
(Total or rip rap and select backfil
f. Type of fill material Quarry stone, ass LL-rip rap
select backfill
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled? Please note that original drawings are preferred and
New bulkhead to contain backfill. No only high quality copies will be accepted. Blue-line
excavation or enuded areas are anticipatedprints or otherlarger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example, dragline, backhoe, or hydraulic of plat requirements and it must be sufficiently detailed
dredge)? Backhoe, dumptruck, pile driver,
clamshell bucket to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap North Side-+/-815'
-7 - .0'
b. Average distance waterward of mean high water or
normal waterlevclSee attached sheet
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91

Name
Address
Name
Address
Name
Address
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
See Attached sheet contained in the permit.
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Permit 595 i ssl ad on 9,L29,/83
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on tite use of public funds. if the project
h.:? oives the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a mariner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the day of
X_ T/? v
Landowg6r o Authoriz d agent
19??
4 3/91

6a. Describe below the purpose of proposed excavation or
fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below MHW
NORTH SIDE
Rip rap on west
end of project
Rip rap on east
end of project
Behind bulkhead
SOUTH S'I'DE
Rip rap on west
end of project
Rip rap in east
end of project
Behind bulkhead
Upland fill
areas
Length Width Depth
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
±80' avg 9' 3.0 '
±].50' avg 2' 1.0'
±585' avg 3' 4'
±365' avg 10' 3.0'
±180' avg 2' 1.0'
1245' avg 3' 4'
±45' ±3.0' t1.0'
7b. Average distance waterward of MHW or NWL
NORTH SIDE
Rip rap in front of bulkhead = 9'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
SOUTH SIDE
Rip rap in front of bulkhead = 10'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
Adjacent Property Owners
Mrs. Mildred Mason
Route 1 Box 369
Bath, N.C. 27808
2 Mr. Milton Wilcox
2037 Deer Trail
Clayton, N.C. 27520
3 Mr. Thomas L. Bess
Route 2 Box 358
Greenville, N.C. 27834
4 TexasGulf Chemicals
3101 Glenwood Ave.
Raleigh, N.C.
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DIVISION OF 111GHWAY:?
1.110013 BEAUFOf{'' Co.
PAMLICO RJVU- l FIiIljty
BULKHEAD PLACEMENT
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2.110013 BEAUP'oln' CO.
PAMLICO RIVER FE131IY
IIMA(IIE:AU PLACEMENT
SIIORELINI STABLIZATIUN
:SHEET g OF 8 ,I-)2
ti4-'0,8
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 1, 1992
Regulatory Branch
Action ID. 199300537
Mr. B. J. O'Quinn
Planning and Environmental Branch
Division of Highways
North Carolina Department of Transportation
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. O'Quinn:

On February 11, 1991, we renewed general permit No. CESAW-CO80-N-000-0291
(copy enclosed), which provides Federal authorization for construction
activities that receive authorization from the State of North Carolina.
A review of your application received November 18, 1992, for Department of
the Army authorization to replace and backfill bulkheads, place riprap
material and install cluster piles on the Pamlico River, at the ferry basins
near Bath and Aurora, Beaufort County, North Carolina, State Project No.
2.110013, indicates it to be a candidate for Federal authorization under this
general permit. Accordingly, the administrative processing of your
application will be accomplished by the North Carolina Division of Coastal
Management. Comments from Federal review agencies will be furnished to the
State.
If your application must be withdrawn from this general permit process for
any reason, you will be informed regarding its further management. If there
are no unresolved differences in State-Federal positions or policies, the
final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199300537
and will be coordinated by Mr. Norm Sanders in our Washington Field Office.
He is available at telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
0 W NIPPl
I
Enclosure

-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Division of Environmental
Management
`? North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
.10
k 40
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 1, 1992
Regulatory Branch
Action ID. 199300537 D
it
Mr. B. J. O'Quinn 9
Planning and Environmental Branch
Division of Highways WETLANDS GROUP
North Carolina Department of Transportation _ WATER QUALITY SECTION
Post Office Box 25201
Raleigh, North Carolina 27611-5201
Dear Mr. O'Quinn:
Reference your application for Department of the Army (DA) authorization
to replace and backfill bulkheads, place riprap material and install cluster
piles on the Pamlico River, at the ferry basins near Bath and Aurora, Beaufort
County, North Carolina.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
C. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.

-2-
This information is essential to our expeditious processing of your
application and it should be forwarded to us by December 30, 1992. Also, a
copy of this information must be sent to the North Carolina Division of
Environmental Management to enable them to adequately evaluate your
application for a Water Quality Certification pursuant to Section 401 of the
Clean Water Act.
If you have questions, please do not hesitate to contact Mr. Norm Sanders,
Washington Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, N.E.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post office Box 1507
Washington, North Carolina 27889
--No
N. C. DEPARTMENT OF TRANSPORTATION
TRANSMITTAL SLIP DATE
k \ ;?o ?a
TO: REP. NO. OR ROOM, BLDG.
FROM I REP. NO. on N. M, BLOU.
ACTION
? NOTE AND FILE _
? PER OUR CON\
? NOTE AND RETURN TO MB ? Pall YOUR Rio,
? RETURN WITH MORE DETAILS ? FOR YOUR
? NOTE AND SEE ME ABOUT THIS ? FOR YOU'
? PLEASE ANSWER ? FOR YOUR GOMMLNII
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? TARE APPROPRIATE ACTION ? INVESTIGATE AND REPORT
COMM[NTS:

Coq?
4 «•
ARV ?HMM ???
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
0267-3
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
November 25, 1992
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
Division of Coastal Management
N.C. Department of Environment, Health
and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation
submitted a CAMA permit application for the subject project
to The Division of Coastal Management on November 13, 1992.
On November 23, 1992, Mr. David Gosset (DCM-Washington)
requested that some clarifications and revisions be made to
the permit application. In accordance with this request, we
are providing the enclosed revised permit application. All
information provided in the November 13, 1992 cover letter
(enclosed) remains correct.
If you have any additional questions regarding this matter,
please contact Mr. Doug Huggett of NCDOT's Environmental Unit at
[phone].
S
in
ot? V cerely, ?
(Dr
8. .7. O'Quinn, P.E.
Assistant Branch Manager
Planning and Environmental Branch

i 4*0 J
cc: Mr. Terry Moore, DCM-Washington
District Engineer, COE
John Dorney, DEM, DEHNR (7 copies)
Mr. Kelly Barger, PE, Project Management Unit
Mr. Don Morton, PE, Highway Design Branch
Mr. A.L. Hankins, PE, Hydraulics
Mr. John Smith, PE, Structure Design
Mr. G.R. Shirley, P.E., Division 2 Engineer
Mr. Robert Goins, Ferry Division-Morehead City
Ferry Operations Supervisor-Pamlico Ferry Facility
* 6
,?..'??. STAI[
M. „
?Q. Mawr ?N.
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON November 13, 1992
SECRETARY
Division of Coastal Management
N.C. Department of Environment, Health
and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace deteriorating bulkheads and provide additional
shoreline stabilization at the Pamlico River ferry basins
near Bath and Aurora on NC 306 in Beaufort County.
Additional dolphin cluster piles are also proposed at each
basin.
North Side
At the ferry basin on the north side of the Pamlico
River, 585 feet of bulkhead replacement is proposed. The new
bulkhead will extend into the water 31 feet from the face of
the existing bulkhead, or 2 feet waterward of the existing
support pilings (see sheet 5 of 8). The proposed bulkhead
will consist of 12" wide steel sheet piling with a 2.51x2.5'
concrete cap. The area between the front of the existing
bulkhead and the rear of the proposed piling will be filled
with select backfill material supplied by a local borrow pit.
A small stretch of existing bulkhead on the west end of
the basin will not be replaced with a new bulkhead, but will
be stabilized by the use of class II rip rap (see sheet 2 of

8). NCDOT does not believe that it is necessary to extend
the more expensive bulkhead construction into this area.
During a permit coordination meeting with Mr. Dave
Gossett (DCM-Washington), concerns were raised over the
amount of open water habitat that would be impacted by the
rip rap in this area based on original plans to create a 3
foot flat cap at the top of the rip rap, and the use of 3:1
side slopes. NCDOT therefore agreed to delete the 3 foot
flat cap and change the slope to 2:1 (see section A-A, sheet
4 of 8). This modification has resulted in an approximate
40% reduction in impact to waters of the U.S. at this site.
On the east side of the north basin, rip rap will be
used to stabilize a stretch of shoreline that is prone to
erosion (see sheets 3 of 8, 4 of 8 section C-C). Without
this stabilization, land behind the bulkhead could be eroded
away, threatening the bulkhead structure. Again, the
proposed slope has been changed from 3:1 to 2:1 to reduce
impacts to waters of the U.S. In the area bordering the
coastal marsh, rip rap will be placed in front of the erosion
escarpment no higher than the elevation of the existing marsh
(see sheet 3 of 8, Section D-D). No fill will be placed in
the marsh. This stabilization should slow down the erosion
of the current marsh habitat, while also helping to stabilize
the bulkhead.
Three new large cluster piles and two three-pile
clusters are proposed for this basin (see sheets 2 of 8 and 3
of 8). No construction activity landward of the existing
bulkhead is proposed.
Construction activities at the north ferry facility will
result in 165 CY total rip rap fill, 75 CY of rip rap total
fill below MHT, 260 CY of fill behind proposed bulkhead, with
0.0235 acres of fill in waters of the US. No coastal wetland
habitat will be filled.
South Side
At the ferry basin on the south side of the Pamlico
River, 250 feet of bulkhead replacement is proposed. The new
bulkhead will extend into the water 31 feet from the face of
the existing bulkhead, or 2 feet waterward of the existing
support pilings (see sheet 8 of 8). The proposed bulkhead
will consist of 12" wide steel sheet piling with a 2.51x2.5'
concrete cap. The area between the front of the existing
bulkhead and the rear of the proposed piling will be filled
with select backfill material supplied by a local borrow pit.
A stretch of existing bulkhead on the west end of the
basin will not be replaced with a new bulkhead, but will be
stabilized by the use of class II rip rap (see sheet 6 of 8).
t?
NCDOT does not believe that it is necessary to extend the
more expensive bulkhead construction into this area. Mr.
Gossett again expressed concerns over the amount of open
water habitat that would be impacted by the rip rap in this
area based on original plans. As was the case with the north
side rip rap, NCDOT will agree to delete the 3 foot flat cap
and change the slope from 3:1 to 2:1 (see section A-A, sheet
7 of 8). This modification has resulted in an approximate
40% reduction in impact to waters of the U.S. at this site.
In the area bordering the marsh on the backside of the
western point of the basin, rip rap will be placed in front
of the erosion escarpment no higher than the elevation of the
existing marsh (see sheet 6 of 8, Section D-D). No fill will
be placed in the marsh at this site. This stabilization
should slow down the erosion of the current marsh habitat,
while also helping to stabilize the bulkhead.
On the east end of basin, rip rap will be used to
stabilize a stretch of shoreline that is prone to erosion
(see sheet 6 of 8). Marsh grasses are presently growing in
front of the erosion escarpment, and in order to stabilize
the shoreline and protect the bulkhead, a portion of this
area must be filled. The rip rap activities in this area
will lead to an unavoidable loss of 0.004 acres of wetland
habitat.
A small drainage canal directly west of the ferry ramp
approach road which presently leads to a 18" corrugated steel
pipe will be modified to direct flow into a 18" corrugated
steel pipe underneath the approachway (see sheets 6 of 8, 7
of 8 section C-C). The existing pipe will be plugged, and
the canal regraded from the plug back approximately 45 feet
to the opening of the proposed pipe.
Two new large cluster piles are proposed for this basin.
No construction activity landward of the existing bulkhead is
proposed. Four small cluster piles adjacent to the westward
bulkhead will be removed to allow for placement of the rip
rap material (see sheet 6 of 8).
Construction activities at the south ferry facility will
result in 515 CY total rip rap fill, 420 CY total rip rap
fill below MHT, 110 CY of fill behind proposed bulkhead, with
0.10 acres of fill in waters of the US. Additionally, 0.004
acres of wetland will be impa a ",due to rip rap placement on
the east end of the basin. ue to the small acreage of
wetland impacted by this a t vity, as well as the benefits
associated with reducing r slon o marsh habitat, no
mitigation for the loss o .004 cres of coastal marsh is
proposed.

The North Carolina Department of Transportation is requesting
that the proposed work be authorized under the appropriate CAMA
permit as indicated by the above mentioned activities. Enclosed
please find a permit application and permit drawings. A
processing fee has been requested from our Fiscal Unit, and will
be forwarded to your office as soon as possible. By copy of this
letter, we are also requesting issuance of 401 Water Quality
Certification from the N.C. Division of Environmental Management
and a U.S. Army Corps of Engineers 404 Permit. If you have any
additional questions regarding this matter, please contact Mr.
Doug Huggett of NCDOT's Environmental Unit at [phone].
Sincerely,
B.? P. E.
Assistant Branch Manager
Planning and Environmental Branch
BJO/dvh
cc: Mr. Terry Moore, DCM-Washington
District Engineer, COE
Mr. John Dorney, DEM, DEHNR (7 copies)
Mr. Kelly Barger, PE, Project Management Unit
Mr. Don Morton, PE, Highway Design Branch
Mr. A.L. Hankins, PE, Hydraulics
Mr. John Smith, PE, Structure Design
Mr. G.R. Shirley, P.E., Division 2 Engineer
Mr. Robert Goins, Ferry Division-Morehead City
Ferry Operations Supervisor-Pamlico Ferry Facility
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name NCDOT ATTN: B.J. O'Ouinn- PE
Address P.O. Box 25201
City Raleigh State
N. C.
Zip 27611 Dayphone [phone]
X Landowner or Authorized agent
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
commercial use?
Public Transportation MOOT)
d. Describe the planned use of the project.
Public transportation ferry crossing
ot Pamlico River on NC 306)
b. Project name (if any) Pamlico River Ferry Basi n
Bulkhead replacement/shoreline stabil; a ion-
If the applicant is not the landowner, also give the
owner's name and address.
N/A
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
_NC 306
b. City, town, community, or landmark
Bath (north side); Aurora (south side)
c. County Beaufort
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Pamlico River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
LAND AND WATER
CHARACTERISTICS
a. Size of entire tractnorth side=+/- 4 a .r .s
south side=+/- 3 acres
b. Size of individual lot(s) _ N/A
c. Elevation of tract above mean sea level or
National,Ccodetic Vertical Datum
+/-5M.S.L
d. Soil type(s) and texture(s) of tract
sand
e. Vegetation on tract Upland grasses, coastal wetlands
f. Man-made features now on tracFerrv Basins, bulkheads
rip rap, dolphin clusters, associated buildings
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
How are adjacent waters classified?
SB/NSW
a. Describe all development activities you propose (for j. Hasa professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? -N.9- If so, by whom?
or pier). Bulkhead placement,, rip-rap _ larement,
_dolphin cluster construction
3/91
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or m.
structures proposed North Side- bulkhead, rip rap,
3 dolphin clusters; out Side- ul ead, n.
rip rap, dolphin clusters
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. ? zze of area to be graded or disturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
No Net Increase
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stonnwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
None
pattern retained. South Side- outlet to be
relocated from bulkhead as shown on permit
drawings.
Water supply source
wells
If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
j. Have these facilities received state or local approval? Upland fill
N/A areas
k. Describe existing treatment facilities.
Existing septic tanks, north and south sides
1.
Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). surface runoff. North Side- existing e-
c. Type of material N/A
Length- Width Depth
See Attiched Shebt
b. Amount of material to be excavated from below
water level in cubic yards None
d. Does the area to be excavated include marshland,
swamps, or o Neor wetlands?
High ground excavation, in cubic yards
None
2 3/91
f. Dimensions of spoil dis osal area
NyA
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? Yes
North-'Side, +/- 335 CY
1. Amount of fill in cubic yardsseuthl l amide= +/ Sao Cy
in. Tyke of fill material 1 ss
select backfill
n. Source of fill material n„@T,.,, app I pgpl h9ppe, ,
o. Will fill material be place on marsh or other
wetlands? Yes
p. Dimensions of the wetland to be filled
75' x 2' = 0.004 acres
c. Shoreline erosion during preceding 12 months, in
feet Less than 5 feet in unprotected areas
d. Type of bulkhead material? • 5' x2.5' conc. cap on steel
sheet, pile
e. Amount of fill, in cubic to be placed below
mean high waterNorth ide- 335CY, South Side= 530C
(Total or rip rap and select backfill
f. Type of fill material Quarry stone, Class TT ri ^ rap
select backfill
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is riot claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled? Please note that original drawings are preferred and
New bulkhead to contain backfill. No only high quality copies will be accepted. Blue-line
excavation or enu a areas are anticipatedprints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example, draglinc, backhoe, or hydraulic
dredge)? Backhoe, dumptruck, pile driver, of plat requirements and it must be sufficiently detailed
clamshell bucket to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap North Side-+/-815'
South -+ `790;
b. Average distance waterward of mean high water or
normal water levelSee attached sheet
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91
Name
Address
Name
Address
Name See Attached sheet
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Permit 595 lSSImfi on 9/L29TA!
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is t4e.43- day of
x T_Z-' v
Landowq r o Authoriz d agent
191. -
4 3/91
6a. Describe below the purpose of proposed excavation or
fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below MHW
NORTH SIDE
Rip rap on west
end of project
Rip rap on east
end of project
Behind bulkhead
SOUTH SIDE
Rip rap on west
end of project
Rip rap in east
end of project
Behind bulkhead
Upland fill
areas
Length Width Depth
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
180' avg 9' 3.0 '
±150' avg 2' 1.0'
±585' avg 3' 4'
±365' avg 10' 3.0'
±180' avg 2' 1.0'
±245' avg 3' 4'
±45' ±3.0' ±1.0'
7b. Average distance waterward of MHW or NWL
NORTH SIDE
Rip rap in front of bulkhead = 9'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
SOUTH SIDE
Rip rap in front of bulkhead = 10'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
Adjacent Property Owners
3
4
Mrs. Mildred Mason
Route 1 Box 369
Bath, N.C. 27808
Mr. Milton Wilcox
2037 Deer Trail
Clayton, N.C. 27520
Mr. Thomas L. Bess
Route 2 Box 358
Greenville, N.C. 27834
TexasGulf Chemicals
3101 Glenwood Ave.
Raleigh, N.C.

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Sole
i 111VISION OF HIGHWAYS
1.1.1001.3 BEAUF'ORT CO.
PAMLICO RIVER FERRY
RULKHE:AD PLACEMENT
NMORELINE STABLIZATION
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DIVISION OF HIGHWAYS
2.110013 BEAUFORT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SIIORFLINE S'TABLI'LATION
SHEET 3 OF 6 %2211 11
2Ev. It
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DIVISION OIL HIGHWAYS
2.110013 BEAUFORT CO.
PAMLICO RIVER FERNY
BULKHEAD PLACEMENT
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DIVISION OF HIGHWAYS
2.110013 BEAUFORT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELINE STABLIZATION
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
November 13, 1992
Division of Coastal Management
N.C. Department of Environment, Health
and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:

NOV 181992
L WEiLANDSGROUN?
ATER QUALITY SECTION
WATER'
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace deteriorating bulkheads and provide additional
shoreline stabilization at the Pamlico River ferry basins
near Bath and Aurora on NC 306 in Beaufort County.
Additional dolphin cluster piles are also proposed at each
basin.
North Side
At the ferry basin on the north side of the Pamlico
River, 585 feet of bulkhead replacement is proposed. The new
bulkhead will extend into the water 31 feet from the face of
the existing bulkhead, or 2 feet waterward of the existing
support pilings (see sheet 5 of 8). The proposed bulkhead
will consist of 12" wide steel sheet piling with a 2.51x2.5'
concrete cap. The area between the front of the existing
bulkhead and the rear of the proposed piling will be filled
with select backfill material supplied by a local borrow pit.
A small stretch of existing bulkhead on the west end of
the basin will not be replaced with a new bulkhead, but will
be stabilized by the use of class II rip rap (see sheet 2 of
A.- C.....-1l1.-.-.._,....-:..., A f[:__.-.-,:. ..- l1_.:__ I__,__-

8). NCDOT does not believe that it is necessary to extend
the more expensive bulkhead construction into this area.
During a permit coordination meeting with Mr. Dave
Gossett (DCM-Washington), concerns were raised over the
amount of open water habitat that would be impacted by the
rip rap in this area based on original plans to create a 3
foot flat cap at the top of the rip rap, and the use of 3:1
side slopes. NCDOT therefore agreed to delete the 3 foot
flat cap and change the slope to 2:1 (see section A-A, sheet
4 of 8). This modification has resulted in an approximate
40% reduction in impact to waters of the U.S. at this site.
On the east side of the north basin, rip rap will be
used to stabilize a stretch of shoreline that is prone to
erosion (see sheets 3 of 8, 4 of 8 section C-C). Without
this stabilization, land behind the bulkhead could be eroded
away, threatening the bulkhead structure. Again, the
proposed slope has been changed from 3:1 to 2:1 to reduce
impacts to waters of the U.S. In the area bordering the
coastal marsh, rip rap will be placed in front of the erosion
escarpment no higher than the elevation of the existing marsh
(see sheet 3 of 8, Section D-D). No fill will be placed in
the marsh. This stabilization should slow down the erosion
of the current marsh habitat, while also helping to stabilize
the bulkhead.
Three new large cluster piles and two three-pile
clusters are proposed for this basin (see sheets 2 of 8 and 3
of 8). No construction activity landward of the existing
bulkhead is proposed.
Construction activities at the north ferry facility will
result in 165 CY total rip rap fill, 75 CY of rip rap total
fill below MHT, 260 CY of fill behind proposed bulkhead, with
0.0235 acres of fill in waters of the US. No coastal wetland
habitat will be filled.
South Side
At the ferry basin on the south side of the Pamlico
River, 250 feet of bulkhead replacement is proposed. The new
bulkhead will extend into the water 31 feet from the face of
the existing bulkhead, or 2 feet waterward of the existing
support pilings (see sheet 8 of 8). The proposed bulkhead
will consist of 12" wide steel sheet piling with a 2.51x2.5'
concrete cap. The area between the front of the existing
bulkhead and the rear of the proposed piling will be filled
with select backfill material supplied by a local borrow pit.
A stretch of existing bulkhead on the west end of the
basin will not be replaced with a new bulkhead, but will be
stabilized by the use of class II rip rap (see sheet 6 of 8).

NCDOT does not believe that it is necessary to extend the
more expensive bulkhead construction into this area. Mr.
Gossett again expressed concerns over the amount of open
water habitat that would be impacted by the rip rap in this
area based on original plans. As was the case with the north
side rip rap, NCDOT will agree to delete the 3 foot flat cap
and change the slope from 3:1 to 2:1 (see section A-A, sheet
7 of 8). This modification has resulted in an approximate
40% reduction in impact to waters of the U.S. at this site.
In the area bordering the marsh on the backside of the
western point of the basin, rip rap will be placed in front
of the erosion escarpment no higher than the elevation of the
existing marsh (see sheet 6 of 8, Section D-D). No fill will
be placed in the marsh at this site. This stabilization
should slow down the erosion of the current marsh habitat,
while also helping to stabilize the bulkhead.
On the east end of basin, rip rap will be used to
stabilize a stretch of shoreline that is prone to erosion
(see sheet 6 of 8). Marsh grasses are presently growing in
front of the erosion escarpment, and in order to stabilize
the shoreline and protect the bulkhead, a portion of this
area must be filled. The rip rap activities in this area
will lead to an unavoidable loss of 0.004 acres of wetland
habitat.
A small drainage canal directly west of the ferry ramp
approach road which presently leads to a 18" corrugated steel
pipe will be modified to direct flow into a 18" corrugated
steel pipe underneath the approachway (see sheets 6 of 8, 7
of 8 section C-C). The existing pipe will be plugged, and
the canal regraded from the plug back approximately 45 feet
to the opening of the proposed pipe.
Two new large cluster piles are proposed for this basin.
No construction activity landward of the existing bulkhead is
proposed. Four small cluster piles adjacent to the westward
bulkhead will be removed to allow for placement of the rip
rap material (see sheet 6 of 8).
Construction activities at the south ferry facility will
result in 515 CY total rip rap fill, 420 CY total rip rap
fill below MHT, 110 CY of fill behind proposed bulkhead, with
0.10 acres of fill in waters of the US. Additionally, 0.004
acres of wetland will be impacted due to rip rap placement on
the east end of the basin. Due to the small acreage of
wetland impacted by this activity, as well as the benefits
associated with reducing erosion of marsh habitat, no
mitigation for the loss of 0.004 acres of coastal marsh is
proposed.
0
The North Carolina Department of Transportation is requesting
that the proposed work be authorized under the appropriate CAMA
permit as indicated by the above mentioned activities. Enclosed
please find a permit application and permit drawings. A
processing fee has been requested from our Fiscal Unit, and will
be forwarded to your office as soon as possible. By copy of this
letter, we are also requesting issuance of 401 Water Quality
Certification from the N.C. Division of Environmental Management
and a U.S. Army Corps of Engineers 404 Permit. If you have any
additional questions regarding this matter, please contact Mr.
Doug Huggett of NCDOT's Environmental Unit at [phone].
Sincerely,
B. J. P.E.
Assistant Branch Manager
Planning and Environmental Branch
BJO/dvh
cc: Mr. Terry Moore, DCM-Washington
District Engineer, COE
John Dorney, DEM, DEHNR (7 copies)
Mr. Kelly Barger, PE, Project Management Unit
Mr. Don Morton, PE, Highway Design Branch
Mr. A.L. Hankins, PE, Hydraulics
Mr. John Smith, PE, Structure Design
Mr. G.R. Shirley, P.E., Division 2 Engineer
Mr. Robert Goins, Ferry Division-Morehead City
Ferry Operations Supervisor-Pamlico Ferry Facility

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and 8-9
must be completed for all projects.
1 APPLICANT
a. NameN_CDOT ATTN: B.J. O'Quinn, PE
Address P.O. Box 25201
City Raleigh State N . C
Zip 27611 Day phone [phone]
X Landowner or Authorized agent
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for community, private, or
commercial use?
Public Transportation (NCDOT)
d. Describe the planned use of the pro.ect.
Public transportation 6err crossing
o Pamlico River on NC 306)
b. Project name (if any) Pamlico River Ferry Basin
Bulkhead replacement/shoreline stabilization 4 LAND AND WATER
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
2 LOCATION OF PROPOSED
PROJECT
CHARACTERISTICS
a. Size of entire tractnorth side=+/- 4 acres
south side=+/- 3 acres
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National?3eodetic Vertical Datum
+/ 5. M.S.L
d. Soil type(s) and texture(s) of tract
a. Street address or secondary road number
NC 306 c. Vegetation on tract Upland grasses, coastal wetlands
b. City, town, community, or landmark
Bath (north side); Aurora (south sided f
c. County
Beaufort
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Pamlico River
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Man-made features now on tracEerry Basins, bulkheads
rip rap, dolphin clusters, associated buildings
What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
9-
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
No local znning
i. How are adjacent waters classified?
SB/NSW
a. Describe all development activities you propose (for j
example, building a home, motel, marina, bulkhead,
or pier). Bulkhead placement, rip-r,a.p Placement,
dolphin cluster construction
Has a professional archaeological survey been
carried out for the tract? Nia If so, by whom?
3/91
0
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or in.
structures proposed North Side- bulkhead, rip rap,
3 dolphin clusters; out Side- ul head, n.
rip rap, o p in clusters
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. ? zze of area to be graded or disturbed
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
No Net Increase
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
h. If applicable, has a stormwater management plan
been submitted to the Division of Environmental
Management? N/A
i. Describe proposed sewage disposal and/or waste
water treatment facilities.
None
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length, Width Depth.
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
j. Have these facilities received state or local approval? Upland fill
N/A areas
k. Describe existing treatment facilities.
Existing septic tanks, north and south sides
See Attiched Sh
b. Amount of material to be excavated from below
water level in cubic yards None
c. Type of material N/A
d. Does the area to be excavated include marshland,
1. Describe location and type of discharges to waters of swamps, or other wetlands?
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"); surface runoff. North Side- existing e.
_pattern retained. South Side- outlet to be
relocated from bulkhead as shown on permit
drawings.
Water supply source
wells
If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
High ground excavation, in cubic yards
None
2 3/91
•
f. Dimensions of spoil dN pAsal area
g. Location of spoil disposal area
N/A
h. Do you claim title to the disposal area? ' N/A
If not, attach a letter granting permission from the
owner.
i. Will a disposal area be available for future
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? Yes
c. Shoreline erosion during preceding 12 months, in
feet Less than 5 feet in unprotected areas
d. Type of bulkhead material? • 5' x2.5' conc. cap on stee
sheet pile
e. Amount of fill, in cubic yards, to be placed below
mean high waterNorth Side- 335CY, South Side= 530
(Tota or rip rap and select backfill
f. Type of fill material Quarry stone. Class IT rii p rap
select backfill
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
1. Amount of fill in cubic yard NorthSide, 335 CY
'?Seuth?}de- 539 CCy
m. Type of fill material lass
select backfill
n. Source of fill material n, and 1,,,..41 ti
o. Will fill material be place on marsh or other
wetlands? Yes
p. Dimensions of the wetland to be filled
75' x 2' = 0.004 acres
q. How will excavated or fill material be kept on site
and erosion controlled?
New bulkhead to contain backfill. No
excavation or denuded areas are antici
r. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? Backhoe, dumptruck, pile driver,
clamshell bucket
s. Will wetlands be crossed in transporting equipment
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
)atedprints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
use of larger drawings.) A site or location map is a part
of plat requirements and it must be sufficiently detailed
to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap North Side- 780'
South Side- 675'
b. Average distance waterward of mean high water or
normal water levelSee attached sheet
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91
Name
Address
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Name
Address
Name
Address
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
See Attached sheet
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
LAMA Permit 595 l ssund on g/2g43
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is the 3 day of , 19-T
Landow Er o Authoriz d agent
3/91
} 4

6a. Describe below the purpose of proposed excavation or
fill activities (excluding bulkheads, which are covered
in Section 7).
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below MHW
NORTH SIDE
Rip rap in front
of bulkheads
Rip rap in front
of shoreline
Behind bulkhead
SOUTH SIDE
Rip rap in front
of bulkheads
Rip rap in front
of shoreline
Behind bulkhead
Upland fill
areas
Length Width Depth
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
±70' avg 9' 3.0'
±55' avg 2' 1.0'
±585' avg 3' 4'
±330' avg 8.5' 3.0'
±75' avg 2' 1.0'
±250' avg 3' 4'
±45' ±3.0' t1.0'
7b. Average distance waterward of MHW or NWL
NORTH SIDE
Rip rap in front of bulkhead = 9'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
SOUTH SIDE
Rip rap in front of bulkhead = 8.5'
Rip rap in front of shoreline = 2'
Fill behind bulkhead = 3.0'
4
Adjacent Property Owners
1 Mrs. Mildred Mason
Route 1 Box 369
Bath, N.C. 27808
2 Mr. Milton Wilcox
2037 Deer Trail
Clayton, N.C. 27520
3 Mr. Thomas L. Bess
Route 2 Box 358
Greenville, N.C. 27834
4 TexasGulf Chemicals
3101 Glenwood Ave.
Raleigh, N.C.
?. fSTAI[r,ry
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
TexasGulf Chemicals
3101 Glenwood Ave
Raleigh, NC
Dear Sirs:
November 13, 1992
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace sections of bulkhead and stabilize sections of
shoreline using rip rap at the Pamlico River ferry basins
near Bath (North Side) and Aurora (South Side) on NC 306 in
Beaufort County.
A permit from the N.C. Division of Coastal Management
(DCM) is required for this work. This permit is being
obtained by the North Carolina Department of Transportation.
In that your property is adjacent to the site where this
permit is required, a copy of the permit application is being
provided for your review; however, no action is required on
your part.
If you have any questions, please contact your
appropriate CAMA representative, or call Mr. Doug Huggett,
NCDOT, at [phone].
Sincerely,
B.L. 'Qui , P. E.
Assistant-Branch Manager
Planning and Environmental Branch
An r:--I n-,fi-ih,l Affi.-fi- A,fi- Gmnlnvor
x

ST Qn^??
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
COVE NOR
THOMAS J. H RRELSON November 13, 1992
SECRE ARY
Mr. Mildred Mason
Rol to 1 Box 369
Ba h, NC 27808
Dear Mrs. Mason:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace sections of bulkhead and stabilize sections of
shoreline using rip rap at the Pamlico River ferry basins
near Bath (North Side) and Aurora (South Side) on NC 306 in
Beaufort County.
A permit,from the N.C. Division of Coastal Management
(DCM) is required for this work. This permit is being
obtained by the North Carolina Department of Transportation.
In that your property is adjacent to the site where this
permit is required, a copy of the permit application is being
provided for your review; however, no action is required on
your part.
If you have any questions, please contact your
appropriate CAMA representative, or call Mr. Doug Huggett,
NCDOT, at [phone].
Sin_ erely,
B J. 'Qui n, P.E.
Assi.sta Branch Manager
Planning and Environmental Branch
An Fniinl (lnnnrti rnity/Affirmntivn Artinn Fmnlnvnr
tA
STA7t
t? ?MM
mmR?R•
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
Mr. Milton Wilcox
2037 Deer Trail
Clayton, NC 27520
November 13, 1992
Dear Mr. Wilcox:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace sections of bulkhead and stabilize sections of
shoreline using rip rap at the Pamlico River ferry basins
near Bath (North Side) and Aurora (South Side) on NC 306 in
Beaufort County.
A permit from the N.C. Division of Coastal Management
(DCM) is required for this work. This permit is being
obtained by the North Carolina Department of Transportation.
In that your property is adjacent to the site where this
permit is required, a copy of the permit application is being
provided for your review; however, no action is required on
your part.
If you have any questions, please contact your
appropriate CAMA representative, or call Mr. Doug Huggett,
NCDOT, at [phone].
Sincerely,
B. 'Qui n, P.E.
Assistan Branch Manager
Planning and Environmental Branch
An Equal Opportunity/Affirmative Action Employer
v ? 9Y
^A. „ r rn
•n? VINM V?•?`•
e.^
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
Mr. Thomas Bess
Route 2 Box 358
Greenville, NC 27834
November 13, 1992
Dear Mr. Bess:
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace sections of bulkhead and stabilize sections of
shoreline using rip rap at the Pamlico River ferry basins
near Bath (North Side) and Aurora (South Side) on NC 306 in
Beaufort County.
A permit from the N.C. Division of Coastal Management
(DCM) is required for this work. This permit is being
obtained by the North Carolina Department of Transportation.
In that your property is adjacent to the site where this
permit is required, a copy of the permit application is being
provided for your review; however, no action is required on
your part.
If you have any questions, please contact your
appropriate CAMA representative, or call Mr. Doug Huggett,
NCDOT, at [phone].
SSiincerely,
B.7?. 'Qu' n, P.E.
Assista-n Branch Manager
Planning and Environmental Branch
An Equal Opportunity/Affirmative Action Employer

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111VISION OF HI(;IIWAYS
2.1.10013 BEAUFO H'I' co.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELIN E STARLIZATION

P..4V, il--9Z

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RIP RAp

d
MILTON WI LCD .1
2037 beck TRAIL.
CLAYtbw,Nr.. 2752.D
s/rC A" i ORT-P 9A-511V
Iliad,?llririit?d`..,i":',fl::',?i:? t;(,1•'..!?i;?+:.

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N
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I 0.0026 ACRES ESTUAQI NC WATEP
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??ra ? O O
ATtH 61N?r
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O
PM+ei.s ,
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0
O
N.C.D.O.T.
DIVISION OF HIGHWAYS
2.110013 BEAUFORT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELINE STABL.I7,ATION
SHEET 3 OF 8 REv it9-92

?- ST A . 7t 40
EL. /ao
rSv tGo
T. EL.
T
EL. O 3
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?ellO 2AP ?iLL- a??ow M.N.T- 7s cu,roS,
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-/0
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AV
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-n.3
-ECTION A -,,A
.51 TE Q " IVOWT V SA51N
N.C.D.O.T.
DIVISION OF HIGHWAYS
2.110013 BEAUFORT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELINE s,rABLIZATION
SHEET 4 O 8 9-92
REV. ? I -QL
? s
I S I T E' i?"" i ..:
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of 61+NK
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Il scA?E/':io' 5ECTioN O-o
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PROPOSED
Fro
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ZU L_k11EAD

pJ?
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STA. StOS"
CXISTIUG Cw.SrEQ }TES
.. PRpPoSED
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0,004 ACPES FILL 1N WCT LANDS
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M DENOTES FILL
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5cc.bC7' 'f/Ll ,C3EN//VA ?2i Df?,St^i0 C, N, 6CLOW AfN. ,.r CU. SIDS
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17
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N.C.D.O.T.
DIVISION OF HIGHWAYS
SF-Gi+10/V A --`/q 2.110013 BEAUFORT CO.
PAMLICO RIVER FERRY
,.I
!-?' I t I I BULKHEAD PLACEMENT
SHORELINE suBLIZATION
41
tl Via; 11;.7?7
SHEET 7 OF 8 9-92
??11 ?, Z
14 %!

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$uL.i?N?ap I

AD
w-
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 1, 1992
Regulatory Branch N
Action ID. 199300537 rDS L 55 4W
Mr. John Dorney
Water Quality Section
Division of Environmental Management GROUP
North Carolina Department of Environment, WATER QUALITY SECTION
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Enclosed is the application of the North Carolina Department of
Transportation, Division of Highways, for Department of the Army authorization
and a State Water Quality Certification to replace and backfill bulkheads,
place riprap material and install cluster piles on the Pamlico River, at the
ferry basins near Bath and Aurora, Beaufort County, North Carolina. Your
receipt of this letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our administrative
regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days
after receipt of a reggr+et for certification is a reasonable time for state
action. Therefore, you h6veW n acted on the request, or asked for an
extension of time, (_yFebruary 2, 993, the District Engineer will deem that
waiver has occurredQuestions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. ne Wright
hief, Regulatory Branch
Enclosure
??
..,,' '?w.,'""?.

-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
Washington Regional office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 1-4 and.8=9`' k
must be completed for all projects.
;\ u
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
1 APPLICANT
a. Name NCDOT ATTN: B.J. O'Quinn, PE
Address P.O. Box 25201
City Raleigh State N.C.
Zip 27611 Dayphone [phone]
X Landowner or Authorized agent
Will the project be for community, private, or
commercial use?
Public Transportation (NCDOT)
d. Describe the planned use of the project.
Public transportation (ferry crossing
o am ico aver on NC 306)
b. Project name (if any) Pamlico River Ferry Basin
Bulkhead replacement/shoreline stabilization-
c. If the applicant is not the landowner, also give the
owner's name and address.
N/A
LAND AND WATER
CHARACTERISTICS
a.
Size of entire tractnorth side=+/- 4 acres
south side=+/- 3 acres
Size of individual lot(s) N/A
b.
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
NC 306
b. City, town, community, or landmark
Bath (north side); Aurora (south side)
c. County
Beaufort
d. Is proposed work within city limits or planning
jurisdiction? NO
e. Name of body of water nearest project
Pamlico River
3 DESCRIPTION AND PLANNED USE
c. Elevation of tract above mean sea level or
National ,Geodetic Vertical Datum
+/-5 M.S.L
d. Soil type(s) and texture(s) of tract
c. Vegetation on tract Upland grasses, cnestal wetlands
f. Man-made features now on tracFerry Basins, bulkheads
rip rap, dolphin clusters, associated buildings
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
Conservation
Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
OF PROPOSED PROJECT i. How are adjacent waters classified?
SB/NSW
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? NO If so, by whom?
or pier). Bulkhead placement, rip-rap larement,
dolphin cluster construction
'i/Qt
? V y • ? .
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or M.
structures proposed North Side- bulkhead, rip rap ,
3 dolphin clusters; out Side- u ead, n.
rip rap, a ao.ipni.n c.iusrers
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
N/A
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? N/A
pattern retained. South Side- outlet to be
relocated from bulkhead as shown on permit
drawings.
Water supply source wells
If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
f. Give the percentage of the tract within 75 feet of a.
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
No Net Increase
Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
g. List the materials, such as marl, paver stone, asphalt, Access channel
or concrete, to be used for paved surfaces. (MLW) or (NWL)
N/A
Boat basin
h. If applicable, has a stormwater management plan Other (break-
been submitted to the Division of Environmental water, pier,
Management? N/A boat ramp,
rock jetty)
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Fill placed in
None wetland or below
MHW
h f '1' ' d t to I cal a royal?
H Upland fill
t
Length- Width Depth.
J. aye M. as, tics receive s a e or o pp
N/A areas I!<>
b. Amount of material to be excavated from below
k. Describe existing treatment facilities. water level in cubic yards None
Existing septic tanks, north and south sides
c. Type of material N/A
d.
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). surface runoff. North Side- existing e.
Does the area to be excavated include marshland,
swamps, or other wetlands?
No
High ground excavation, in cubic yards
None
See Attiched Sh
3/91

f. Dimensions of spoil di posal area
g. Location of spoil disposal area N/A
h. Do you claim title to the disposal area? ' N/A
If not, attach a letter granting permission from the
owner.
i.
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
water? Yes
? 335 CY
1. Amount of fill in cubic yard North
s5euth--Side Side-+f-- 549-CY
m. T, pe- of fill material Clas
select backfill
n. Source of fill material b9ppew
o. Will fill material be plac?'? on marsh or other
wetlands? Yes
p. Dimensions of the wetland to be filled
75' x 2' = 0.004 acres
c. Shoreline erosion during receding 12 months, in
feet Less than 5 feet in unprotected areas
d. Type of bulkhead material2.5' x2.5' conc. cap on ste
sheet pile
e. Amount of fill, in cubic yards, to be placed below
meanhigh waterNorth bide- 335CY, South Side= 531
(Tota or rip rap and select backfil:
f. Type of fill material Quarry stone, Class TT r;Y rap
select backfill
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.
An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled? Please note that original drawings are preferred and
New bulkhead to contain backfill. No only high quality copies will be accepted. Blue-line
excava ion or denuded areas are anticipatedprints or other larger plats are acceptable only if 18 high
quality copies are provided by applicant. (Contact the
U.S. Army Corps of Engineers regarding that agency's
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example, dragline, backhoe, or hydraulic of plat requirements and it must be sufficiently detailed
clamshell bucket dredge)? e, dck, pile driver, to guide agency personnel unfamiliar with the area to the
clamshell
site. Include county road (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? NO If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
a. Length of bulkhead or riprap North Side- 780'
South Side- 675
b. Average distance waterward of mean high water or
normal water levelSee attached sheet
Will a disposal area be available for future
maintenance? N/A
If so, where?
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
1/01

Name
Address
Name
Address
Name See Attached sheet
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Permit 595 issued on 9j24?i83
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. if the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is th 3 day of , 19Y
Landow f;r o Authoriz d agent
4 3/91

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N.C.D.O.T.
DIVISION OF HIGHWAYS
2.110013 BEAUFORT CO.
'
RIVER FERRY
PAMLICO 1: E•?i
BULKHEAD PLACEMENT
SHORELINE STABLIZATION
SHEET 2 OF 8 9-92
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DIVISION Of HIGHWAYS
2.110013 BEAUf ORT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
SHORELINE STABLIZATION
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BA-KNEAD SECTION 'A - AN.C.D.O.T.
DIVISION OF HIGHWAYS
2.110013 BEAUFORT CO.
PAMLICO RIVER FERRY
BULKHEAD PLACEMENT
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SHEET 4 OF 9 9-32
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N.C.D.O.T.
DIVISION OF HIGHWAYS
2.11.0013 BE'ALIFORT CO.
PAMLICO RIVER FERRY
IM1,1011"AD PLACEMENT
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N.C.D.O.T.
DIVISION OF HIGHWAYS
2.110013 BEAUFORT
I I I CO.
l,J, I I I I SfG`vrION A I PAML.ICO RIVEN FERRY
BULKHEAD PLACEMENT
SHORI:LINL STABLIZATION
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/ 1, /
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
November 13, 1992
Division of Coastal Management
N.C. Department of Environment, Health
and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:

DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
_ry
\(*Q,i
y , Z'
'
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation proposes
to replace deteriorating bulkheads and provide additional
shoreline stabilization at the Pamlico River ferry basins
near Bath and Aurora on NC 306 in Beaufort County.
Additional dolphin cluster piles are also proposed at each
basin.
North Side
At the ferry basin on the north side of the Pamlico
River, 585 feet of bulkhead replacement is proposed. The new
bulkhead will extend into the water 31 feet from the face of
the existing bulkhead, or 2 feet waterward of the existing
support pilings (see sheet 5 of 8). The proposed bulkhead
will consist of 12" wide steel sheet piling with a 2.5'x2.5'
concrete cap. The area between the front of the existing
bulkhead and the rear of the proposed piling will be filled
with select backfill material supplied by a local borrow pit.
A small stretch of existing bulkhead on the west end of
the basin will not be replaced with a new bulkhead, but will
be stabilized by the use of class II rip rap (see sheet 2 of
A 4r,
CY/f? jL 8r-107
JAMES G. MARTIN
GOVERNOR
THOMAS J. HARRELSON
SECRETARY
..I ..
A',,.•STATE ?,?
.11 0*
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
P.O. BOX 25201
RALEIGH 27611-5201
November 25, 1992
Division of Coastal Management
N.C. Department of Environment, Health
and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611
ATTENTION: Mr. John Parker
Dear Sir:
9z 6;s
DIVISION OF HIGHWAYS
WILLIAM G. MARLEY, JR., P.E.
STATE HIGHWAY ADMINISTRATOR
p 9 uW ?
WCi1AN.nS (i
SUBJECT: Beaufort County, Pamlico River Ferry Basins near
Bath (North Side) and Aurora (South Side) on NC
306, Proposed Bulkhead Replacement and Shoreline
Stabilization, State Project No. 2.110013.
The North Carolina Department of Transportation
submitted a CAMA permit application for the subject project
to The Division of Coastal Management on November 13, 1992.
On November 23, 1992, Mr. David Gosset (DCM-Washington)
requested that some clarifications and revisions be made to
the permit application. In accordance with this request, we
are providing the enclosed revised permit application. All
information provided in the November 13, 1992 cover letter
(enclosed) remains correct.
If you have any additional questions regarding this matter,
please contact Mr. Doug Huggett of NCDOT's Environmental Unit at
[phone].
Sincerely,
(?r
'7ct? V lq,?
J. O'Quinn, P.E.
Assistant Branch Manager
Planning and Environmental Branch
A.. r......? n----.. .._...... .. _

_ ® North Carolina Wildlife Resources Commission 0
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John Parker, Jr., Chief
Major Permits Processing Section
Dept. of Environment, Health, & Natural Resources
FROM: 1?e Dennis Stewart, Manager
Habitat Conservation Program
DATE: January 11, 1993
SUBJECT: CAMA/DREDGE & FILL Permit Application Review, Pamlico
River Ferry, NC 306, Gaylords Bay, Beaufort County,
North Carolina.
The N. C. Wildlife Resources Commission (NCWRC) has
completed a review of the proposed project and possible impacts
on existing wildlife and fishery resources on the area. Our
comments are provided in accordance with provisions of the Fish
and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661-667d).
The N. C. Department of Transportation (NCDOT) plans to
replace bulkheads and riprap and install new dolphin clusters at
the ferry landings, with approximately 0.4 acres of fill in
estuarine waters and 0.004 acres of fill in marsh wetlands. All
fill will occur along existing bulkhead and riprap in areas which
have been previously disturbed. The amount of impervious surface
on the site will not be significantly changed by the proposed
work. No high quality fish or wildlife habitats will be
significantly affected by the project.
The NCWRC offers no objection to issuance of a CAMA/Dredge
and Fill Permit for this project, provided the following
recommendations are included as conditions of the permit:
1) Riprap used in construction should be clean and free of
sediment and chemical contaminants.
M, ,n
January 11, 1993
Page 2
controls should be
ion to
from const
?oaion and sedimentation ruct
ntain turbidity
implemented to co
the project site. provide input to
ongoing opportunity to Thank You for the this project. If we caeCtuCoordinator, atur
planning stages for Highway Prof
office, please call David Yow,
[phone].
DLS/DLY
Maddrey, District 2 Wildlife Biologist
cc: Bobby District 2 Fisheries Biologist
,
Bennett Wynne
NC RC Highway Coordinator
David Yow,