20231492 Ver 1_CAMA Application_20231103

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Envranmen ral
Quality
1. APPLICANT'S NAME: North Carolina Department of Cultural & Natural Resources
2. LOCATION OF PROJECT SITE: 200 Front Street Bath, NC 27808
Longitude:-76.8155 Latitude: 35.4719
3. INVESTIGATION TYPE:
4. INVESTIGATIVE PROCEDURE:
Date of Visit Purpose of Visit Applicant Present?
5. PROCESSING PROCEDURE:
Application Received
Application Complete
Regional Office
10/26/2023
1 DCM - Washington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: BEAUFORT, Beaufort County, Town of Bath
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Estuarine and Ocean System, Public Trust Shoreline, Public Trust
Areas
(C) Water Dependent: Yes
(D) Intended Use: Public/Government
(E) Wastewater Treatment:
Existing: N/A
Planned: N/A
(F) Type of Structures:
Existing: Bulkhead(wood)
Planned: Bulkhead(below MHW/NHW other), Bulkhead(vinyl)
(G) Estimated Annual Rate of Erosion: 0
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED ft'
FILLED ft'
OTHER ft'
(A) Open Water
0
0
0
B CW's above NHW
0
0
0
(C) CW's below NHW
0
0
0
D Shallow Bottom
0
2380
0
(E) High Ground
0
0
0
(F) Non -Coastal WL
0
0
(E) Total Area Disturbed: 2380 ftz
(F) Primary Nursery Area: Yes
(G) Water Classification: SB: Primary Contact Recreation, Tidal Salt Water; NSW:
Nutrient Sensitive Waters
Open to Shellfishing: No
Field Investigation Report: North Carolina Department of Cultural & Natural Resources
DCM Major Permit
Page 11

8. PROJECT SUMMARY:
Mr. Graham Strother with Arendall Engineers has submitted a CAMA Major Permit
application on behalf of The North Carolina Department of Cultural and Natural Resources.
Included in the application is the proposed replacement of f 1,190' of existing bulkhead, with
existing storm drains and return walls across 4 different parcels along South Main Street and
Front Street adjacent to Bath Creek within the Town of Bath in Beaufort County, North
Carolina.
9. NARRATIVE DESCRIPTION:
The 4 project sites are utilized as a public park with parking spaces, picnic tables, and park
benches all surrounded by pine trees, various hardwood trees, and maintained upland grasses.
There are six individually owned properties that divide each of the 4 parcels where the
replacement bulkhead is being proposed. Of the 6 riparian property owners that were notified
for this project, 5 have single-family dwellings with 4 of those having bulkheaded shorelines.
All but one riparian property owner have piers, platforms and formalized docking facilities.
The remaining property owner has a bulkheaded shoreline with a maintained upland yard with
no additional formalized development. The smallest parcel located on South Main Street has a
public access pier with platform as well as an existing bulkhead with two return walls that abut
natural areas with scrub shrub growth, cypress knees, and sandy cut banks on the upstream and
downstream side. The largest parcel lot located at the intersection of South Main and Front
Street is entirely bulkheaded but abuts a small 404 wetland area along the north (upstream) side
of the existing bulkhead The 4 lots total 3.50 acres or 139,827ft2 in size, have a combined
shoreline length of ±1,190 linear feet on Bath Creek and are ±2.0' in elevation above Normal
Water Level (NWL). All lots have been entirely stabilized with a bulkhead and contain upland
grasses and various trees on the landward side of the bulkhead.
10. PROJECT DESCRIPTION:
The applicant proposes to construct/replace 1,190' of bulkhead 2' waterward of the existing
bulkhead, with return walls placed in the same alignment, and replace and extend the existing
storm drains through the new bulkhead with additional rock runoff base at the edge of the
bulkhead. The applicant has notified all riparian property owners and answered all questions
and has received authorization from The Town of Bath. Bath Creek is designated as inland
fishing waters by NC Wildlife Resources and the site is located in an inland primary nursery
area. The property is also subject to the Tar -Pamlico Riparian Buffer rules enforced by the
N.C. Division of Water Resources. Water depths along the existing alignment range from ±2'
to ±6' along Bath Creek. The site is located within the Bath Historic District and at the time of
the field visit by DCM staff no SAV's were present.
11. ANTICIPATED IMPACTS:
The proposed construction of the replacement bulkhead will result in the filling of 2380ft2 of
creek bottom in the Public Trust Shoreline and Public Trust Area of Bath Creek. The project
will result in the short-term localized turbidity from the construction of the new bulkhead.
Field Investigation Report: North Carolina Department of Cultural & Natural Resources
DCM Major Permit
Page 12

Name: Thomas Grandy Date: 10-31-2023 Office: DCM - Washington Regional Office
Field Investigation Report: North Carolina Department of Cultural & Natural Resources
DCM Major Permit
Page 13

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1099
DCM Major Permit
10-26-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
North Carolina
North Carolina
[e-mail]
919-814-6612
Department of
Department of
Cultural & Natural
Cultural &
Resources
Natural
Resources
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
109 E. Jones Street
Raleigh
North
27601
4605 Mail Service Center
Raleigh
North
27699-
Carolina
Carolina
4605
Additional Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
North Carolina
North Carolina
[e-mail]
919-814-6612
Department of
Department of
Cultural & Natural
Cultural &
Resources
Natural
Resources
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
109 E. Jones Street
Raleigh
North
27601
4605 Mail Service Center
Raleigh
North
27699-
Carolina
Carolina
4605
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business
Phone
Mobile
Phone
Business/Company
Arendell
Engineers
Arendell
Engineers
[e-mail]
(252) 622-
4338
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
1004 Arendell Street
Morehead
City
NC
28557
1004 Arendell Street
Morehead City
NC
28557
Project Information
Project Name
Project Type
Disturbed Land Area (Sq Ft/Acres)
Bath Bulkhead Rehabilitation
Public/Government
22215.6 Sq. Ft. / 0.51 Acres
Is proposed project located in national registered historic district or national register listed/eligible: True
List of previous state or federal permits for work on project tract:
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
200 Front Street Bath, NC
27808
Beaufort
Tar -Pamlico
none
6653-03-8723
35.4719
-76.8155
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property

Existing Man -Made Features:
The existing state-owned property's shoreline on Bath Creek is constructed of timber bulkhead. The height of this wall varies from 1'
to up to 5' above the waterline along the creek. The State property included in this scope involves four parcels along South Main
Street and Front Street. One parcel contains approximately 90' of timber bulkheaded shoreline with a public pier and platform. The
remaining three parcels have an existing approximately 1100' of timber bulkheaded shoreline with existing storm drains into Bath
Creek.
Existing Land Uses:
The existing area where the project is proposed is part of the Bath Historic Site, and is used primarily for recreation and sight-seeing
park visitors.
Existing Wastewater Treatment/Disposal:
There is currently not sanitary wastewater treatment disposal on -site, as there are no buildings located on the sites.
Solid Waste/Fish Offal/Trash Disposal:
Solid waste & Trash disposal is the responsibility of the Bath Historic Site personnel.
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
The proposed vinyl bulkhead will replace the existing timber bulkhead on State-owned land. The new bulkhead is intended to be
installed approximately 2 feet outboard of the existing timber structure. The existing timber bulkhead has reached the end of its
useful service life, and has deteriorated extensively in certain areas, causing significant soil erosion on the landward side of the wall.
Buildings/Facilities/Units/Structures:
The only structure that will be present on the site will be the proposed bulkhead that serves as the retaining wall for the waterfront
property that is part of the Bath Historic Site.
Use & Daily Operations:
The property is part of the NC Department of Cultural & Natural Resources Bath Historic Site, and is open to the public for
recreation. There are no means of access to the water on the site, and is used for sightseeing by visitors on foot.
Construction Methodology & Equipment:
The proposed vinyl sheetpiles will be installed via land -based pile driving methods, primarily with vibratory driving equipment.
Ground anchors will be placed 6 feet on -center, tying back to approximately 20 feet into existing subgrade. Once the new vinyl
bulkhead is installed, select fill will be placed between the new bulkhead and existing bulkhead. The existing bulkhead is to be
removed to approximately 3 feet below existing grade to allow installation of anchor rods for the new vinyl bulkhead.
Development Activities Narrative Specifics:
Application Narrative:
The project generally consists of removal and replacement of some 90 linear feet
of bulkhead along the shoreline adjacent to the Bath Historic Foundation pier
and partial demolition and replacement of approximately 1,100 linear feet of
timber bulkheading fronting three state owned properties along Bonner's Point in
Bath, Beaufort County, North Carolina. The bulkhead replacement includes
partial demolition of the existing bulkhead and installation of vinyl sheet
piles, timber framing, ground anchors, granular backfill and seeding and
mulching.
The current timber bulkhead at the State Historic Sites are reaching the end of
their useful service life, and are in various states of disrepair. In areas of
low elevation, the timber bulkhead has deteriorated to the point that the timber
caps are no longer in place, exposing the structure to further effects of the
environment. Also at areas of low elevation, the wind -driven wave action of Bath
Creek frequently overtops the timber bulkhead, causing erosion on the landward
side of the bulkhead, and creating hazards for the many pedestrians who access
this public space.

The new vinyl bulkhead will be approximately 1 foot higher than existing heigh
in low-lying areas, which will help alleviate the overtopping and erosion
concerns present with the existing timber bulkhead. The vinyl bulkhead will be
placed approximately 2 feet outboard of the existing timber structure, with
partial demolition of the existing bulkhead taking place once the new bulkhead
is in place. Granular backfill will be placed between the new bulkhead and
existing shoreline so as to stabilize the new wall, and re-establish the
shoreline along the alignment of the proposed bulkhead.
The project proponent hereby certifies that all information contained herein is
true, accurate, and complete to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and
take action on this CWA 401 certification request within the applicable
reasonable period of time.
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
False 1
Source of Erosion Amount Information
Visual inspection and discussion with Historic Site staff. Erosion is present only in certain areas of existing timber bulkhead, where existing bulkhead heights are
less than 2 feet above waterline.
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Vinyl
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
1190
2
2
2
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
2380
Sand
Upland source to be obtained by selected contractor
How Will Fill Material be Kept on Site and Erosion Controlled
State-owned laydown area near the project site, if needed.
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: False
Excavation Development Activity Included: False
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False

Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False
Other Fill Below Water Level Development Activity Included: False
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: False
Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False

Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
Marina Development Activity Details Required

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
The Washington Daily News
PO Box 1788
Washington, NC 27889
NORTH CAROLINA
Environmental Quality
November 3, 2023
Attention: Legal Advertising Department
Please include the enclosed Notice of Filing in the Public Notice section of the 8 November
2023 edition of your newspaper. If it will not be possible to include this notice in that edition, or
if you should have any questions about this notice, please call me as soon as possible at 948-3820.
The State Office of Budget and Management requires an original Affidavit of
Publication prior to payment for newspaper advertising. Please send the affidavit, an
original copy of the published notice, and an original invoice to:
Thank you.
Sincerely,
Tabitha Fulford, Administrative Assistant II
Division of Environmental Quality
Division of Coastal Management
ATTACHMENT
Cc: File
D North Carolina Department of Environmental Quality I Division of Coastal Management
EQ ��
Washington Office 1943 Washington Square Mall I Washington, North Carolina 27889
NORTH CAROLINA _r
Department of Environmental Duality 252.946.6481

NOTICE OF FILING
OF APPLICATION FOR
CAMA MAJOR DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by N.C.G.S.
113A-119(b) that an application for a development permit in an Area of Environmental Concern
as designated under the Coastal Area Management Act (CAMA) was received on 27 October
2023. The North Carolina Department of Cultural & Natural Resources proposes replacement
of +/- 1,190' of bulkhead along Bath Creek.
A copy of the entire application may be examined or copied at the office of Kelly Spivey,
District Manager, Washington Regional Office, 943 Washington Square Mall, Washington, NC,
during normal business hours. Public comments received by 29 November 2023 will be considered.
Later comments will be accepted and considered up to the time of permit decision. Project
modifications may occur based on further review and comments. Notice of the permit decision in
this matter will be provided upon written request.
Kelly Spivey
Washington District Manager
NC Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
Please publish on: 8 November 2023

Graham Strother
From: Graham Strother <[e-mail]>
Sent: Thursday, June 8, 2023 10:41 AM
To: '401 [e-mail]'
Cc: 'Bill Forman'; 'Johnson, Gregory E'; 'Bateman, David B'; 'Spivey, Kelly'
Subject: 401 Prefiling Meeting Request -Bath Bulkhead Rehabilitation
Good morning,
Please let this email serve as the pre -file notification for the below project:
Project Name: Bath Bulkhead Rehabilitation
County: Beaufort
Applicant Name: State of North Carolina
Applicant Email: [e-mail]
The intent of this project is to replace approximately 1100 linear feet of timber bulkhead with new vinyl bulkhead along
State-owned property at the Bath Historic Site in Bath, Beaufort County. The project is broken down into base bid and
add alternates. All base bid and add alternate bulkhead replacement includes partial demolition of the existing timber
bulkhead and installation of vinyl sheet piles, timber framing, ground anchors, granular backfill and seeding and
mulching. Design drawings have been completed for this proposed project and will be provided as part of the
application.
Please let me know if you require any additional information on this project for the pre -file notification.
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Arendell Engineers
1004 Arendell Street
Morehead City, NC 28557
Office: [phone]
Cell: [phone]
www.ArendellEnaineers.com
N.C. Certification C-1509

NUMBER (Rev. January 2017)
NC DEPARTMENT OF ADMINISTRATION
STATE CONSTRUCTION OFFICE
PERMIT FOR CONSTRUCTION IN A FLOODPLAIN
(FLOODPLAIN DEVELOPMENT PERMIT)
AGENCY: NCDNCR - NC Historic Sites
PROJECT: Bath Bulkhead Rehabilitation
SCO I D#: 22-24196-01 A
BUDGET CODE:
DATE: 07/17/2023
ITEM #:
PROJECT DESCRIPTION: (Attach Site Plan) Replacement of 1,130 LF of timber bulkhead with new
vinyl bulkhead along State-owned property at Bath Creek in Bath, Beaufort County, North Carolina.
Project will e constructed in an AE5, AE6, VE7 floodzones per FEMA Map Number
New
Addition
Accessory
Temporary Structure
x Improvement to Existing Structure
Building Is Elevated
Building Is Wet Floodproofed
Building Is Dry Floodproofed
APPLICANT (Designer Name, Mailing Address & E-Mail Address): Graham D. Strother, P.E., Arendell
Engineers, 1004 Arendell Street, Morehead City, NC 28557, [e-mail]
The undersigned, acting as the design professional representative of the owner, hereby makes
application for a permit to develop in a designated floodplain area. The work to be performed is
described above and in attachments hereto. The undersigned agrees that all such work shall be
done in accordance with the requirement of the Uniform Floodplain Management Policy of
Executive Order 123. A certificate of Building Elevation (if applicable) and a Certificate of
Compliance will be issued in accordance with Section 7E and 7H, of Executive Order No. 123
before the facility is occupied. The Certificates will be filed with the Department of
Administration, State Construction Office.
Applican s Signature (Date)
State Construction Office Approval
Department of Insurance Approval
(Signature)
(Signature)
(Date)
(Date)
Pursuant to Section 7, Executive Order No. 123, Uniform Floodplain Management Policy, a
permit for construction is hereby granted for the above subject project.
Secretary of the (Date)
Department of Administration

CAMA PERMIT
APPLIED FOR
PROJECT: Bulkhead replacement of +/- 1,190' of
bulkhead along Bath Creek.
COMMENTS ACCEPTED THROUGH 11-17-2023
APPLICANT FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW,
North Carolina Department of Thomas Grandy - DCM
Cultural & Natural Resources 943 Washington Square Mall
c/o Arendell Engineers Washington, NC 27889
109 E. Jones Street /�
�AIA.N� \IA..i I- �AMAI.MA "27Cf1A

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P 16 r(' FANIPy ,-;evs,-
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Your item was delivered to an individual at the address at 9:37 am on August 7, 2023 in WASHINGTON, NC 27889.
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1. Article Addressed to:
LvIQEL T/fycol
1,15� o y4ot. 51h&1V92
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L.-44144 Al/.T AI , NL Z700
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pE7-# 5 t r 0�1lG , 1"L.G
l 50 .50U r W'r-',0.5 t-^j
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ere

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: TtK- 15S 4 M I t44-AV4 (OWL-1
Address of Property: 7,1 g 5 r44'1 h7 ST KRr1�r �(r Z7 So$
J
Mailing Address of Owner: 4L?s {'L11,4 L 5 iiiGl//GE CfW7W r KRLfi 614, NL Z7&5!N
Owner'semail: JAViJ-b4f&MAA Ay [,/;t�plQwner'sPhone#:
Agent's Name: 1"'jA 4AfL4 5790rNf4t Agent Phone#: i 5Z- (OZZ'4338
Agent's Email: Arahaw& A/Pata%�j/P✓tNiA2pr5 Corvt
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adiacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying forthis
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing with dimensions must be provided with this letter.
KI DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
-OR-
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO: p � 1!-'sQ L Upiq U
Mailing Address of ARPO: W\17�`���
ARPO's eemmailsn /ARPO`s Phone#:
Date: -waiver is valid for up to one year from ARPO's Signature'
Revised July 2021

BATH
BULKHEAD
R1,11ABILITATIO.....'N.-
ORT11 CAROLI-N - A DEPARTMENT OF NATURAL &
DRAWINGS
COVER SHEET
C1 OF 17
EXISTING CONDITIONS & DEMOLITION PLAN
C2 OF 17
PIER BULKHEAD SECTION VIEW - STA. 0+00-0+74
C3 OF 17
MAIN BULKHEAD SECTION VIEW - STA. 0+50-3+00
C4 OF 17
MAIN BULKHEAD SECTION VIEW - STA. 3+50-6+00
C5 OF 17
MAIN BULKHEAD SECTION VIEW - STA. 6+50-8+50
C6 OF 17
EAST BULKHEAD SECTION VIEW - STA. 0+50-1+50
C7 OF 17
PIER BULKHEAD PLAN & PROFILE
C8 OF 17
MAIN BULKHEAD PLAN & PROFILE - STA. 0+00-1+91
C9 OF 17
MAIN BULKHEAD PLAN & PROFILE - STA. 1+91-4+66
C10 OF 17
MAIN BULKHEAD PLAN & PROFILE - STA. 4+66-7+41
C11 OF 17
MAIN BULKHEAD PLAN & PROFILE - STA. 7+41-9+19
C12 OF 17
EAST BULKHEAD PLAN & PROFILE - STA. 0+00-1+25
C13 OF 17
EAST BULKHEAD PLAN & PROFILE - STA. 1+25-1+97
C14 OF 17
DETAILS
C15 OF 17
DETAILS
C16 OF 17
DETAILS
C17 OF 17
PROJECT DATA
NAME OF PROJECT:
BATH BULKHEAD REHABILITATION
NC DEPT OF NATURAL & CULTURAL RESOURCES
200 FRONT STREET
BATH, BEAUFORT COUNTY, NC
PREPARED BY:
JAMES W. FORMAN, JR. PE
ARENDELL ENGINEERS
1004 ARENDELL STREET
MOREHEAD CITY, NC 28557
PHONE: [phone]
EMAIL: [e-mail]
OWNER:
NC DEPARTMENT OF NATURAL & CULTURAL RESOURCES
109 E. JONES STREET
RALEIGH, NC 27601
SURVEYOR:
JAMES I. PHILLIPS LAND SURVEYING
PO BOX 2103
379 ARRINGTON RD.
BEAUFORT, N.C. 28516
PHONE: [phone]
DATUMS:
VERTICAL: NAVD88
HORIZONTAL: NC STATE PLANE COORDINATE SYSTEM
Know what's below.
Call before you dig.
CULTURAL
RESOURCES
SCO #22- 24196-01A
BATH, NORTH CAKOLIN
BEAUFORT COUNTY
< 1/
„! T AR
a
T ST. T
PIER
BULKHEAD �
%
f y
( /
co /p A
Fco ~co
t
Co
.',
;.► MAIN & EAST
BULKHEADS
VICINITY MAP
SCALE: 1" = 400'
1.01' NAVD 88 MHHW
0.00' NAVD 88 -0.02' MHW
-0.77' NAVD 88 MLW
-0.94' NAVD 88 MLLW
TIDE STAFF
FOR NOAA STA. 8653365
WASHINGTON, TAR RIVER, NC
SYMBOLS & ABBREVIATIONS
AEC
AREA OF ENVIRONMENTAL CONCERN
ALT
ALTERNATE
APPROX
APPROXIMATE
CAMA
COASTAL AREA MANAGEMENT ACT
ECM
EXISTING CORNER MARKER
EIP
EXISTING IRON PIN
ELEV
ELEVATION
EX
EXISTING
GALV
GALVANIZED
MHW
MEAN HIGH WATER
MIN
MINIMUM
MLW
MEAN LOW WATER
NAVD88
NORTH AMERICAN VERTICAL DATUM - 1988
N/F
NOW OR FORMERLY
NHW
NORMAL HIGH WATER
NIC
NOT IN CONTRACT
O.C.
ON CENTER
PVC
POLYVINYL CHLORIDE
REINF
REINFORCED
STA
STATION
W/
WITH
0
DIAMETER
oA
DISTURBED AREA BOUNDARY
SF
SILT FENCE
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED:
JW FORMAN
DRAWN BY:
G. STROTHER
CHECKED:
JW FORMAN
SCALE:
AS SHOWN
DATE:
07/17/2023
PARENDELL
ENGINEERS
CCIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
COVER SHEET
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JOB NO.
22059

N:633989.8203 NC GRID
E:2650626.6244 INC GRID
/ LOWRY THERESA
MICHAUD
219 S MAIN ST
PIN: 6653-03-5984
ROCK & DEBRIS
ALONG PROPERTY LINE
END EXISTING Ste° ti�
BULKHEAD �3
2�
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/ STATE OF NORTH
CAROLINA
ll
� ONE S�REE�
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560219 21' POSSESSION
LINE
I- — DB 577 PG 396 STATE OF NORTH
/ BONNER POINT CAROLINA
�xo �o MAIN STREET is ,1ao� DB 577 PG 396
EXTENSION 6s i -'6 — —
8.0_CID DA
-o
a Off, lM
° —
o � \ f
1_/A \ a o EXISTING
\ i TREES TO BE EXISTING
EXISTING REMOVED EX. 18" METAL TIMBER
TIMBER STORM DRAIN OUTLET BULKHEAD
BULKHEAD
BATH CREEK MAIN BULKHEAD- BASE B I D
S60° ,
_ 19�
6N 33431.3442 NC GRID
E:2650977.6809 INC GRID
MONUMENTED LINE
TAYLOR, LINA C.
207 FRONT ST \�'d,°
DB 1882 PG 531 \ ',
PENICK FAMILY "'off
° TRUST F`
PIN: 6653-03-9334
'� z \ DB 1965 PG 673
� �ZI
\�1 60 LF PROPOSED
SILT FENCE
41 LF PROPOSED
PRIVATE SILT FENCE
71 C-O [F- BULKHEAD
END EXISTING
STATE
BULKHEAD
END EXISTING
STATE
BULKHEAD
\LINES ESTABLISHED FROM
EXTENSION OF KING STREET
66' RIGHT OF WAY
STATE OF NORTH
CAROLINA Q� ,sue \ HARDY EDWIN MITCHELL
601 /26 �
400 QUEEN ANNES RD
PIN: 6653-13-2035
EXISTING 27 LF PROPOSED �0 DB 1821 PG 93
TIMBER SILT FENCE
BULKHEAD EX. TOWN -OWNED
BULKHEAD
I ( 10.0, —
_ _ s.0'- =°A _ _ — APPARENT
\ ,60'= = 60 — — PRIVATE
o'- -4.0' ° a / BULKHEAD
DA
END EX. STATE —
�o BULKHEAD \ _\
C15 NORMAL HIGH WATER
EX. 18" METAL LINE 0.60'-OCT. 2022
STORM DRAIN OUTLET
BATH CREEK
EAST BULKHEAD- ADD ALTERNATE 2
BATH CREEK
EXISTING CONDITIONS & DEMOLITION PLAN -MAIN & EAST BULKHEAD SCALE (IN FEET)
SCALE: 1" = 50' %%%Elm
50' 0' 50' 100,
EX. STATE PIER
& PLATFORMS
7
00
D
n
m
m
NORMAL HIGH WATER
LINE - OCT. 2022
\ EX. PECAN TREE
\ TO BE PROTECTED
\ EX. DECKING�O BE
4M VED & REINSTALLED�OR
BULKHEAD DEMOLITtQN
\ \ & CONSTRUCTIC;?o,
0
PRIVATE BULKHEAD
TOWN OF BATH
PIN: 6653-05-6671
DB 1086 PG 881
I 22 LF PROPOSED
SILT FENCE
END
EX. STATE
BULKHEAD
DA
EX. BENCH
+ o
o v
Q \00
I
o EX. CONC I ETE
DRAINAGE PIPE
I � �
EX. ROCK �V I
AROUND DRAINAGE
PIPE TO BE
REMOVED
EX. STATE BULKHEAD �� \
TO �E DEMOLISHED �q -
/ C.
I �
S870 56' 28"W _
146.48'
STATE OF NORTI•
DB 577 PC
22 LF PROPOSED
SILT FENCE
a\
sFl N870 5E
03'
7/ END
EX. STATE
BULKHEAD
POSSESSION
WARREN, WILEY PAUL
WARREN, KATHLEEN ANDREWS
115 S MAIN ST
PIN: 6653-05-7405
DB 2066 PG 269
EXISTING CONDITIONS & DEMOLITION PLAN -PIER BULKHEAD -ADD ALT. 1
SCALE: 1" =20'
SCALE (IN FEET)
20' 0' 20' 40'
NCGS MON. BEAU 77
(NOT PUBLISHED)
N:635577.3752 NC GRID
E:2650753.1882 INC GRID
EL:12.36
NOTES:
1.1. TOTAL DISTURBED AREA: 22,550 SF = 0.51
AC. NC EROSION & SEDIMENTATION CONTROL
PERMIT NOT REQUIRED
2.1. SILT FENCE TO BE PLACED WHERE
PROJECT SITE ABUTS ADJOINING PROPERTY
OWNERS
3.1 PROJECT IS LOCATED WITHIN AE5, AE6,
AE7 & VE7 FLOOD ZONES PER FEMA
FLOODPLAIN MAP NUMBER 3720664200K
DA DISTURBED AREA
SF SILT FENCE
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED:
JW FORMAN
DRAWN BY:
G. STROTHER
CHECKED:
JW FORMAN
SCALE:
AS SHOWN
DATE:
07/17/2023
CARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
INC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, INC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
EXISTING CONDITIONS &
DEMOLITION PLAN
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DEPTH OF NEW
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DEPTH OF NEW
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2.00'
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DEPTH OF NEW
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VINYL BULKHEAD
2' OFFSET FROM
EXISTING
-30 -20 -10 0 10 20 30 40 -30 -20 -10 0 10 20 30
OFFSET OFFSET
MAIN BULKHEAD SECTIONS - STA. 0+50 TO 3+00
10
5
0
-5
1
400
10
5
0
-5
10
40
10
5
0
-5
-10
4011
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
MAIN BULKHEAD SECTIONS
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SCALE: 1" = 6'
JOB NO.
22059

15
10
00
00
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15
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00
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0
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BULKHEAD = 4.00'
EXISTING TIMBER
BULKHEAD TO BE
CUT OFF BELOW 6.00'
DEPTH OF NEW
ANCHOR
\ PROPOSED
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2' OFFSET FROM
EXISTING
-20 -10 0 10
OFFSET
4+50.00
15 15
10 10
00
00
0
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5+50.00
0
Y
m
w 2.OpEL. OF PROPOSED
BULKHEAD = 4.00'
EXISTING TIMBER
BULKHEAD TO BE
CUT OFF BELOW 6.00'
DEPTH OF NEW
ANCHOR 1
PROPOSED
VINYL BULKHEAD
2' OFFSET FROM
EXISTING
15
10
5
0
-5
-10
4011
15
10
5
0
-5
-10
11
15
10
00
00
0
Q 5
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10
00
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11
4+00.00
0
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w 2.00' EL. OF PROPOSED
U
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EXISTING TIMBER
BULKHEAD TO BE
CUT OFF BELOW 6.00'
DEPTH OF NEW
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6+00.001
w
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EXISTING TIMBER
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DEPTH OF NEW
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\ VINYL BULKHEAD
2' OFFSET FROM
EXISTING
-30 -20 -10 0 10 20 30 40 -30 -20 -10 0 10 20 30
OFFSET OFFSET
MAIN BULKHEAD SECTIONS - STA. 3+50 TO 6+00
15
10
5
0
-5
-10
4011
15
10
5
0
-5
-10
4011
15
10
5
0
-5
-10
11
40
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
� ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
MAIN BULKHEAD SECTIONS
STA. 3+50 TO 6+00
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SHEET NO:
C4
OF: 17
SCALE: 1" = 6'
JOB NO.
22059

15
10
00
00
n
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0
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W
W -5
10
1-30
-20
EXISTING TIMBEF
BULKHEAD TO BE
CUT OFF BELOVI
DEPTH OF NEVI
ANCHOF
-10
6+50.00
p
2.00' EL. OF PROPOSED
JLKHEAD = 4.00'
--------------------
'ROPOSED
/INYL BULKHEAD
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:XISTING
10 20 30
OFFSET
15
10
5
0
-5
-10
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15
10
00
00
0
Q 5
Z
Z
0
0
W
W -5
10
1-30
-20
EXISTING TIMBER
BULKHEAD TO BE
CUT OFF BELOW
DEPTH OF NEW
ANCHOR
-10
7+00.00
0
J
m
w 2.00' EL. OF PROPOSED
U BULKHEAD = 4.00'
PROPOSED
VINYL BULKHEAD
2' OFFSET FROM
EXISTING
0 10
OFFSET
20
30
15
10
5
0
-5
-10
11
46
7+50.00
[8+00.00
10
10
10
10
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2.00,
EL. OF PROPOSED
w
00
5
BULKHEAD = 3.20'
5
�
5
X
5
00
w 2.00' EL. OF PROPOSED
EXISTING TIMBER
7
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= 1.00'
Q
BULKHEAD TO BE
Q
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z
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CUT OFF BELOW
6.00'
0
z
0
EXISTING TIMBER
0
Z
0
DEPTH OF NEW
Z
BULKHEAD TO BE
�
ANCHOR
-
CUT OFF BELOW
Q
Q
DEPTH OF NEW
W
-5
PROPOSED
-5
W
-5
ANCHOR
PROPOSED
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J
W
VINYL BULKHEAD
J
W
\_ VINYL BULKHEAD
2' OFFSET FROM
2' OFFSET FROM
EXISTING
EXISTING
-10
-10
-10
-10
-1130
-20 -10
0
10 20
30 4011
-1130
-20 -10
0 10 20
30 4011
OFFSET
OFFSET
10
00
°O 5
Q
Z
Z 0
0
H
Q
J -5
W
-30
--------------------
EXISTING TIMBER
BULKHEAD TO BE
CUT OFF BELOW
DEPTH OF NEW
ANCHOR
8+50.00
a
x
Y
m
w 2.00' EL. OF PROPOSED
U BULKHEAD = 1.00'
3.00'
PROPOSED
VINYL BULKHEAD
2' OFFSET FROM
EXISTING
-20 -10 0 10 20 30
OFFSET
10
5
0
-5
4010
MAIN BULKHEAD SECTIONS - STA. 6+50 TO 8+50
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
MAIN BULKHEAD SECTIONS
STA. 6+50 TO 8+50
%10IIII u N rrr4h
�.e_ CAR
7 r
;Z11L SEAL
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SHEET NO:
C5
OF: 17
SCALE: 1" = 6'
JOB NO.
22059

0+50.00
1+00.00
15
15
15
15
10
10
10
0
10
°O
o
Q
m
00
w
2.00'
EL. OF PROPOSED
>
5
-------
2.00' EL. OF PROPOSED
5
>
> 5
"
BULKHEAD = 3.00'
5
Q
--------
BULKHEAD = 2.00'
Q
-----------
z
- -- ---------
- ---
z
EXISTING TIMBER
Z
EXISTING TIMBER
Z
BULKHEAD TO BE
O
0
BULKHEAD TO BE
4.00'
0
O 0
CUT OFF BELOW
6.00'
0
~Q
CUT OFF BELOW
~Q
DEPTH OF NEW
DEPTH OF NEW
ANCHOR
--------
J
ANCHOR
PROPOSED
Lu
J
Lu
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-5
Lu -5
PROPOSED
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2' OFFSET FROM
VINYL BULKHEAD
EXISTING
2' OFFSET FROM
EXISTING
-10
-10
-10
-10
1 �40
-30 -20 -10
0
10
20 30 4012
-1 �40 -30
-20 -10
0
10 20
30 4012
OFFSET
OFFSET
1+50.00
20
20
15
15
00
10
10
Y
�
J
m
�
w
z
2.00' EL. OF PROPOSED
5
BULKHEAD = 3.00'
5
Z
O
EXISTING TIMBER
Q
BULKHEAD TO BE
W
0
CUT OFF BELOW
6.00'
0
DEPTH OF NEW
W
ANCHOR
—
-5
-5
PROPOSED
VINYL BULKHEAD
2' OFFSET FROM
-10
EXISTING
-10
1 �40
-30 -20 -10
0
10
20 30 4012
OFFSET
EAST BULKHEAD SECTIONS
- STA. 0+50 TO 1+50
SCALE: 1" = 6'
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
EAST BULKHEAD SECTIONS
STA. 0+50 TO 1 +50
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SHEET NO:
C 6
OF: 17
JOB NO.
22059

0+50.00
10
0
10
0+00.00
w
Y
m
10
10
00
5
2.00'
EL. OF PROPOSED
5
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00
00
EL. OF PROPOSED
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5
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0
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CUT OFF BELOW
------------------------
TIMBER
—
DEPTH OF NEW
ANCHOR
-------
Q
0
BULKHEAD TO BE
BULKHEAD
— CUT OFF BELOW
0
W
J
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PROPOSED
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DEPTH OF NEW
W
VINYL BULKHEAD
Lu J
ANCHOR
2' OFFSET FROM
W
EXISTING
530
-20 -10
0 10
5
20 30 40-30
-1
-20
-10
0
10 20
10
30 40
OFFSET
OFFSET
0+73.74
10
10
0
Y
X EXISTING TIMBER
°O
°O
5
EL. OF PROPOSED
BULKHEAD TO
BE REMOVED
5
0
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------------ -- ------------
1.0 '
Z
z
0
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0
0
PROPOSED
Q
VINYL BULKHEAD
W
-5
1' OFFSET LANDWARD
5
J
W
FROM EXISTING
-1
-30
-20 -10
0 10
10
20 30 40
OFFSET
PIER BULKHEAD SECTIONS
- STA. 0+00
TO 0+74
SCALE: 1" = 6'
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
PIER BULKHEAD SECTIONS
STA. 0+00 TO 0+74
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SHEET NO:
C7
OF: 17
JOB NO.
22059

00
00
Q
Z
z
O
Lu
J
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8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
-4.0
-5.0
-6.0
-7.0
i
EX. PECAN TREE
TO REMAIN ADJACENT STUMPS
/
i
/
C3
�4.0'�
0+00
/
STA. 00+64 \
1110, \ \
EXTEND EX. STORM \
DRAIN THROUGH NEW NEW VINYL BULKHEAD
960-1 VINYL BULKHEAD & 2' IN FRONT OF
PROVIDE RIP RAP AT BASE EXISTING BULKHEAD -
SEE DETAIL SHEET C16 SEE DETAILS, SHEET C15
TO BE REMOVED FOR STA. 00+14
BULKHEAD INSTALLATION
EX. DECKING TO BE
REMOVED & REINSTALLED FOR J
BULKHEAD DEMOLITION &
CONSTRUCTION
i
i
BATH CREEK
i
ADD ALTERNATE 1
PIER BULKHEAD PLAN
SCALE: 1" =10'
SCALE (IN FEET)
%%%Elm
10, 0' 10, 20'
8.0
7.0
6.0
5.0
4.0
3.0
2.0 p
00
0
1.0 Q
Z
0.0 Z
O
-1.0 Q
Lu
J
-2.0 Lu
-3.0
-4.0
-5.0
-6.0
-7.0
0+00.0 0+50.0 1 +00.0 1+25.0
STATION
ADD ALTERNATE 1
PROFILE VIEW -PIER BULKHEAD
SCALE: H: 1" =10', V: 1" = 2'
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CL
ARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
PIER BULKHEAD PLAN & PROFILE
.�N 0 "'•
.O
y.y
4 SEAL 1.
10733 = 0:
7/i 71�2023
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SHEET NO:
OF: 17
JOB NO.
22059

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START PROPOSE
STATE BULKHEP
EXTEND APPRO
/ 20' INLAND FROM E
BULKHEAD ALIGNMEI`
I
N: 633909.6608
\ E: 2650461.9025
\ o
00
00
Q
Z
Z
_O
Q
Lu
Lu
VI I .7L I I I VV I /
LANDWARD OF EXISTING /
BULKHEAD /
3.0'
2.0'
1.0'
0.0'
-1.0'
-2.0'
-3.0'
-4.0'
-5.0'
-6.0'
-7.0'
BASE BID
MAIN BULKHEAD PLAN - STA. 0+00-1 +91
SCALE: 1" =10'
SCALE (IN FEET)
%%%Elm
10, 0' 10, 20'
TA. 1 +83
N. 1 +69
BEGIN STATE CD
AT WALL TURN AT WALL TURN TOP OF WALL ELEVATION + 1.0 WALL TURN WALL TURN CD
STA. 0+00 STA. 0+33 AT STA. 0+72 AT STA. 1 +69 AT STA. 1 +83
LuLu
w
z_
_1
2
U
H
0 0 0 0 0 0
0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 Q
0
MUDLINE
VINYL
SHEETPILES
VINYL
SHEETPILES
0+00.0
0+50.0
1 +00.0
BASE BID
MAIN BULKHEAD PROFILE - STA. 0+00-1 +91
SCALE: H: 1" =10', V: 1"=2'
1 +50.0
3'
2'
1'
0'
00
00
-1'
Q
-2' Z
Z
-3' O
Q
-4' Lu
Lu
-5'
-6'
-7'
1 +96.0
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
MAIN BULKHEAD PLAN & PROFILE
STA. 0+00-1 +91
0 "'•
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10733
7/i 71�2023
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SHEET NO:
OF: 17
C9
JOB NO.
22059

/
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EXTEND ANCHOR RODS ' _ —
\ \ \ \ 34AS NEEDED TO ALLEVIATE
/ / \ EX. TIMBER INTERACTION —
// BACKFILL & GRADE \ NORMAL HIGH \ BULKHEAD
EXISTING WASHOUT \ WATER LINE \ \ a.o'_
i I Z
Z
\
— _ _CD
— \ \ STA. 3+21
— ----- _ � EXISTING TREE
6.0'
5.0'
4.0'
3.0'
2.0'
1.0'
0.0'
00
00
Q
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Z
-3.0'
H
Q
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J
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-6.0'
-7.0'
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-9.0'
-10.0'
TO BE REMOVED �
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\ OF EXISTING BULKHEAD
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BATH CREEK
BATH CREEK
\
/
� BASE
BID
--- ---�
SCALE (IN FEET)
MAIN
BULKHEAD
PLAN - STA. 1+91-4+66
%%%Elm
SCALE: 1" =10'
10, 0' 10, 20'
TOP
OF
WALL
WALL TURN AT TOP OF WALL
WALL TURN AT
TOP OF WALL ELEVATION
+
4.0
STA. 3+21 ELEVATION + 4.0
STA. 3+92
ELEVATION + 2.0 AT
STA.
3+16
AT STA. 2+66
TOP OF WALL ELEVATION TRANSITION
c�
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BASE B I D
MAIN BULKHEAD PROFILE - STA. 1 +91-4+66
SCALE: H: 1" =10', V: 1 "=2'
6'
5'
4'
3'
2'
1'
0'
00
00
-1' 0
Q
-2' Z
Z
-3'
H
Q
4' Lu
J
Lu
-5'
-6'
-7'
-8'
-9'
-10,
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
MAIN BULKHEAD PLAN & PROFILE
STA. 1 +91-4+66
r�p�nrrrrngrh
r• Q N t
SEAL
s9� 14733
.............¢'
r
7/7/ z_�
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SHEET NO:
OF: 17
C10
22059

/
NORMAL HI H-'
\
MAIN STREET EXTENSION
TOWN OF BATH RIGHT OF WAY (70')
/
EX. TIMBER / o
1550' STA. 6+72
—
BULKHEAD
/
U
—
w
r
—
-
-
6.0 i
z
=
+
r--
NEW VINYL BULKHEAD
►�
_ — —
—
APPROX. 2' IN FRONT
v'
—
—
OF EXISTING BULKHEAD
/
SEE SHEET C15
— o_—_ —_ _—
o
_ _ —_ — —+ / REPLACE 10' OF 18" RCP
—
_—_
— � — — — — —
& EXTEND THROUGH NEW
VINYL WALL. CONTRACTOR
1660' TO VERIFY PIPE DIAMETER
670'
STA. 5+50 — AND MATERIAL.
BATH CREEK
/
o
SEE DETAIL SHEET C16
EXISTING TREE
J
STA. 4+90
TO BE REMOVED
— — /
ZSrZr
BASE B I D
MAIN BULKHEAD PLAN - STA. 4+66-7+41
SCALE: 1" =10' SCALE (IN FEET)
10, 0'
10, 20'
6.0'
6'
5.0'
WALL TURN AT
WALL TURN AT TOP OF WALL ELEVATION + 4.0
WALL TURN AT
5'
STA. 4+90
STA. 5+50
STA. 6+72
O
CV
U
U
4.0'
4'
w
w
w
w
3.0'
v)
3'
N
w
z
0 0 0 0 0 0
0 0 0 0
0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
2.0'
U
U
21
1.0'
EXTEND EX. 18"
1'
STORM DRAIN PIPE
APPROX. EL. = 4.0'
MUDLINE
,
0.0
THROUGH NEW
o
VINYL BULKHEAD
o
00
-1.0'
SEE DETAIL SHEET C16
-11
00
Q
Q
Z
-2.0'
-2'
Z
z
z
0
3.0
VINYL
SHEETPILES
VINYL
SHEETPILES
-3'
O
LW
-4.0'
4
W
J
J
W
W
-5.0'
-5'
-6.0'
-6'
-7.0'
-7'
-8.0'
-8'
-9.0'
-9'
Li
-10.0'
-10,
5+00.0
5+50.0 6+00.0
6+50.0 7+00.0
7+41.0
BASE BID
MAIN BULKHEAD PROFILE - STA. 4+66-7+41
SCALE: H: 1" =10', V: 1"=2'
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
uH I t: 07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
MAIN BULKHEAD PLAN & PROFILE
STA. 4+66-7+41
C A R -
O
� y.
ZI SEAL = .
10733 = c�
7/i 71�2023
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SHEET NO:
OF: 17
JOB NO.
22059

-=
+U
W
_z
J �
U +
co
00
00
r)
Q
z
z
_O
Q
Lu
Lu
6.0'
5.0'
4.0'
3.0'
2.0'
1.0'
0.0'
-1.0'
-2.0'
-3.0'
-4.0'
-5.0'
-6.0'
-7.0'
-8.0'
-9.0'
-10.0'
EXTEND ANCHOR RODS / \
34AS NEEDED TO
i
f ALLEVIATE INTERACTION / -20
NORMAL HIGH
EX. TIMBER WATER LINE \
BULKHEAD � BACKFILL &GRADE
EXISTING WASHOUT
o /
J
g+1$
0 0,
------ — — — — —
00 CD
0
1730' —
STA. 7+66 �
NEW VINYL BULKHEAD 1070'
APPROX. 2' IN FRONT OF \
EXISTING BULKHEAD \
\ STA. 9+08
BATH CREEK \
i
v
BASE BID SCALE (IN FEET)
MAIN BULKHEAD PLAN - STA. 7+41-9+18
SCALE: 1" =10' %%%Elm
10, 0' 10, 20'
END PROPOSED
STATE BULKHEAD.
MIN. 10' LANDWARD
TURNBACK REQUIRED.
MATCH ELEVATION TO
EXISTING PRIVATE
BULKHEAD
7+50.0 8+00.0 8+50.0 9+00.0
BASE B I D
MAIN BULKHEAD PROFILE - STA. 7+41-9+18
SCALE: H: 1" =10', V: 1"=2'
EX. PRIVATE
BULKHEAD
6'
5'
4'
3'
2'
1'
0'
00
00
-1'
Q
-2' Z
z
-3' 0
H
Q
-4' Lu
J
Lu
-5'
-6'
-7'
-8'
-9'
-10,
9+30.0
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE:
DATE:
AS SHOWN
07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
MAIN BULKHEAD PLAN & PROFILE
STA. 7+41-9+18
A% 0 "�•
.O
y.y
�4 SEAL 1.
10733 = 0:
7/i 71�2023
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SHEET NO:
OF: 17
C12
22059

EX. TREE TO
BE PROTECTED
START PROPOSED
STATE BULKHEAD
y I�
I
EX. PRIVATE
BULKHEAD
I �
I
I \
NORMAL HIGH I
WATER LINE I
I
I
I
BACKFILL & GRADE
EXISTING WASHOUT
— I '11\_\
—
1 _
L— — — — — — -
I
BACKFILL & GRADE —
_ EXISTING WASHOUTS — —
so \ — — — 40
—
—\-4.0'—�—�
do " 172" STA. 0+56
TIE STATE
BULKHEAD INTO EX. INSTALL CONCRETE DROP
PRIVATE BULKHEAD JUNCTION BOX AND EXTEND
PRIVATE 18" DRAINAGE PIPE THROUGH
MATCH
BULKHEAD _ _ NEW VINYL BULKHEAD.
ELEVATION ?o, CONTRACTOR CONFIRM
Z DIAMETER AND PIPE MATERIAL
l SEE DETAIL SHEET C16
ADD ALTERNATE 2
EAST BULKHEAD PLAN - STA. 0+00-1 +25
SCALE: 1" =10'
NEW VINYL BULKHEAD
APPROX. 2' IN FRONT OF
EXISTING BULKHEAD
gp,,H CREEK
SCALE (IN FEET)
%%%m1m
10, 0' 10, 20'
5.0'
5'
START PROPOSED BULKHEAD AT
4.0'
STA. 0+00 WALL TURN AT
4'
MATCH EL. OF EX. PRIVATE BULKHEAD STA. 0+56
TOP OF WALL ELEVATION + 3.0
3.0'
3'
N
2.0'
U
2'
0 0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0 w
w
1.01
1
EXTEND EX. 18"
w
STORM DRAIN PIPE
z
0.0'
APPROX. CROWN EL. = 1.0'
MUDLINE
0
0
THROUGH NEW
Q
-1.0'
VINYL BULKHEAD.
-11
SEE DETAIL SHEET C16
00
0
-2.0'
-2'
Q
Q
Z
-3.0'
-3'
Z
Z
Z
0
-4.0'
4
O
Q
VINYL,SHEETPILES
Q
L J
-5.0'
-5'
W
J
J
W
W
-7.0'
-T
-8.0'
-8'
-9.0'
-9'
-10.0'
-10,
-11.0'
-11,
0+00.0 0+50.0 1+00.0 1 +25.0
ADD ALTERNATE 2
EAST BULKHEAD PROFILE - STA. 0+00-1 +25
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE:
DATE:
AS SHOWN
07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
EAST BULKHEAD PLAN & PROFILE
STA. 0+00-1 +25
.�N 0 "�•
0
� y.
fo- SEAL = .
10733
7/i 71�2023
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SHEET NO:
OF: 17
C13
SCALE: H: 1" =10', V: 1"=2'
22059

/
/
/
/
/
END PROPOSED
STATE BULKHEAD. — BACKFILL & GRADE
MIN. 10' LANDWARD EXISTING WASHOUT
TURNBACK REQUIRED \
NORMAL HIGH
WATER LINE
BACKFILL
& GRADE
- -
EXISTING WASHOUT —
— 1 97 — — — —
—
—� 4.0�
_
—
STA. 1+87 �zo/
NEW VINYL BULKHEAD
—
APPROX. 2' IN FRONT OF
EXISTING BULKHEAD
Z
Z
CREEK
6P�N
ADD ALTERNATE 2
SCALE (IN FEET)
EAST BULKHEAD PLAN -
STA. 1 +25-1 +97 MEN
SCALE: 1" =10'
10, 0' 10,
20'
5.0'
5'
WALL TURN AT END STATE
4.0'
— BULKHEAD AT
STA. 1 +87
4'
STA. 1 +97
3.0'
3'
2.0'
U
2'
w
0 0 0 0 0
0 0 0 0 0 0 0
1.0'
1'
w
0.0'
U
0'
MUDLINE
00 00
00
0
-2.0'
2'
0
Q
Q
Z
-3.0'
-3'
Z
Z
Z
0
-4.0'
4
0
Q
VINYL SHEETPILES
Q
L J
-5.0'
-5'
Lu
J
J
W
Lu
-6.0'
-6'
-7.0'
-7'
-8.0'
-8'
-9.0'
-9'
-10.0'
-10,
-11,
1 +50.0
2+00.0
2+20.0
ADD ALTERNATE 2
EAST BULKHEAD PROFILE - STA. 1 +25-1 +97
SCALE: H: 1" =10', V: 1 "=2'
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CC ARENDELL
ENGINEERS
_ CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
EAST BULKHEAD PLAN & PROFILE
STA. 1 +25-1 +97
�.�'-"" CAR .,.
O
��.O�„
O
SEAL = .
10733 = 0:
7/i 71�2023
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SHEET NO:
OF: 17
C14
22059

2" X 12"TIMBER
CAP NAILED TO INTERIOR
& EXTERIOR NAILERS
\"j\�jy
\\//
2 X 8 TIMBER
NAILER
VINYL SHEETPILE
-0 24.0" �
8" 0 BOLTS AT 24" 1.00" J 3" 316 STAINLESS STEEL
O.C.THROUGH SCREWS @ 12" O.C.
FRONT AND BACK FRONT AND BACK
2" X 8" NAILER
TIMBER BULKHEAD CAP PLAN VIEW
SCALE: 1" = 1' 0"
2" X 8" TIMBER NAILERS, $" 0 BOLTS AT 24"
FRONT & BACK O.C.THR000H
FRONT AND BACK
4" X 4" TIMBER WALER 2" X 8" NAILER
"' 0 BOLTS THROUGH
2" X 8" NAILER
ON BACK SIDE OF WALL
TIMBER BULKHEAD CAP SECTION
SCALE: 1" = 1' 0"
6" X 6" WALER
XX
4"X6"WALER -
TIE -BACK ANCHORING
SYSTEM UNKNOWN
ANCHOR OR DEADMAN
NOT KNOWN
2" X 6" TRTD TONGUE
AND GROOVE SHEETING
SHEETING DEPTH UNKNOWN
ELEVATION VARIES
3.0+/-'
CUT, REMOVE, & HAUL
AWAY TIMBER STRUCTURE
BELOW ANCHOR ROD DEPTH
FOR NEW BULKHEAD
i NORMAL HIGHWATER LEVEL 0.6'
PILE DEPTH UNKNOWN
A DEMOLITION OF TIMBER BULKHEAD
C15 SCALE: 1" = 1'
4" X 4" X 16" STEEL
PLATE
3/4" THREADED
TIE -BACK ANCHOR
3/4" BEVELED
WASHER
WALER ANCHOR ROD CONNECTION
SCALE: 2 "' = 1'
SEE NOTE BELOW
GROUND
ANCHOR 6',
CENTER PROOF
TEST TO 12 KIPS
3/4" 0 STEEL ROD ASTM A307
COAT EXPOSED TIE
ROD WITH ROOF
CEMENT, WRAP
WITH BURLAP CLOTH
0
o n 0
a"OTIE ROD W/
NUT &4"X4" 8"X8"WALER -
WASHER @ 6' O.C. I I
101
TOP OF SHEETPILE
1.50"
0
18" ±
U
I I
VINYL SHEETPILES
TOP OF2"X12"
TIMBER CAP
0
0
8" 0 BOLTS AT 24" O.C.
THROUGH 2" X 8" NAILER
ON BACK SIDE OF WALL
TIMBER BULKHEAD CAP ELEVATION
SCALE: 1" = 1' 0"
SEE WALER ANCHOR
ROD CONNECTION,
TIMBER CAP FTHIS SHEET
SEE WALER ANCHOR
\
ROD CONNECTION,
2 ±
TIMBER CAP THIS SHEET ����������
+4'
GRANULAR*
8"X8" TREATED
BACKFILL
TIMBER WALER
21 + SEE NOTE BELOW
_,
+2.5'
+2'
F4
4'
GRANULAR NORMAL HIGHWATER LEVEL 0.6'
77�
BACKFILL —
+0.5 MUDLINE GROUND
NORMAL HIGHWATER LEVEL 0.6'
ANCHOR 6' ON
—
--------- CENTER PROOF
TEST TO 12 KIPS
20 MIN 8"X8" TREATED
0
MUDLINE
TIMBER WALER
FILTER
-2 0' 3/4" 0 STEEL ROD ASTM A307
FABRIC
COAT EXPOSED TIE
TIDEWATER TW50 ROD WITH ROOF
TIDEWATER TW50
OR APPROVED EQUAL CEMENT, WRAP
OR APPROVED EQUAL
WITH BURLAP CLOTH
FILTER FABRIC
-4.0'
NOTE:
EXISTING WALL INCLUDING SHEATHING, WALERS, AND PILES
SHALL BE CUT AT REQUIRED DEPTH AND REMOVED TO
ALLOW FOR NEW WALL CONSTRUCTION
B PROPOSED BULKHEAD SECTION-2' EXPOSURE
C15) SCALE: 1 /2" = 1'
NOTE:
EXISTING WALL INCLUDING SHEATHING, WALERS, AND PILES
SHALL BE CUT AT REQUIRED DEPTH AND REMOVED TO
ALLOW FOR NEW WALL CONSTRUCTION
c ,PROPOSED BULKHEAD SECTION: 3'-4' EXPOSURE
SCALE: 1/2" =1'
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED: JW FORMAN
DRAWN BY: G. STROTHER
CHECKED: JW FORMAN
SCALE: AS SHOWN
DATE: 07/17/2023
CARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
DRAWING:
i1»r_vm
�O
�n4 SEAL', .
10733 �
7/i71�2023
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SHEET NO:
OF: 17
C15
22059

TIMBER CAP
�-2'±�
GRANULAR
SEE NOTE BELOW BACKFILL
10°' -
SEE WALER ANCHOR
ROD CONNECTION,
SHEET C15
+4'
+2.5'
8"X8" TREATED
TIMBER WALER
GROUND
i 20 MIN 6'
ANCHOR 6' ON
CENTER PROOF
TEST TO 12 KIPS
I "FILTER
3/4" 0 STEEL ROD ASTM A307 FABRIC
COAT EXPOSED TIE
ROD WITH ROOF
CEMENT, WRAP
WITH BURLAP CLOTH
NOTE:
EXISTING WALL INCLUDING SHEATHING, WALERS, AND PILES
SHALL BE CUT AT REQUIRED DEPTH AND REMOVED TO
ALLOW FOR NEW WALL CONSTRUCTION
A�
A
C16
NORMAL HIGHWATER LEVEL 0.6'
i
MUDLINE
TIDEWATER TW50
OR APPROVED EQUAL
PROPOSED BULKHEAD SECTION: 5'-6' EXPOSURE
SCALE: 1 /2" = 1'
OUTLET PROTECTION - PLAN
SCALE: NTS
9.75'
NOTE:
OUTFALL PIPE TO BE PLACED LEVEL WITH
THE TOP SURFACE OF RIP RAP AT SAME
LEVEL AS SURROUNDING RIVER BED
SURFACE - NO OVERFALL SHOULD EXIST.
811 v
FILTER FABRIC
OUTLET PROTECTION - SECTION A -A
SCALE: NTS
A
ELEVATION
CONTRACTOR TO
"'""" `'Lir:ETPILE
ROVIDE 3" GAP
,ROUND OUTSIDE OF
IPE TO ALLOW FOR
1ATERPROOFGROUT
,PPLICATION
EXTEND PIPE 6"
BEYOND NEW VINYL
BULKHEAD
SIDE ELEVATION
B STORM DRAIN OUTFALL
C 16 SCALE: 3/4" = V-0"
VINYL SHEET PILE
NCDOT CONCRETE
II I1\I(TI()NI R(1X
"'""" SHEETPILE
SIDE ELEVATION WITH DROP
BOX AT EAST BULKHEAD
STA. 0+20
THROUGH BULKHEAD
ROVIDE 3" GAP
ROUND OUTSIDE OF
IPE TO ALLOW FOR
/ATERPROOF GROUT
PPLICATION
EXTEND PIPE 6"
BEYOND NEW VINYL
BULKHEAD
OUTLET PIPE
18" CMP
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED:
JW FORMAN
DRAWN BY:
G. STROTHER
CHECKED:
JW FORMAN
SCALE:
AS SHOWN
DATE:
07/17/2023
PARENDELL
ENGINEERS
CCIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, INC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, INC
DRAWING:
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SHEET NO:
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JOB NO.
22059

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PLAN FOROPTMANHOLE COVER & FRAME #ONAL 4 BARS
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C. TO C.
BRICK MAY BE USED
TO ADJUST FRAME &
6" COVER TO SURFACE
ELEVATION MAX. 1'
p .
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6� E OR F 1 %p"
INLET PIPE 1>. - - SECTION
6" C-C OR D-D
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6"
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SECTION Y-Y
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 1"
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
T_
#4 BAR
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DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
N0.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12
2'-9"
3'-0"
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14
3'-3"
3'-6"
3'-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
3'-0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
1 0.085
30"
3'-6"
3'-6"
3'-9"
18
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26
6'-3"
6'-4"
6'-4"
0.743
0.743
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111
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0.317
54"
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5'-10"
5'-9"
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6'-10"
6'-10"
0.865
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0.444
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0.297
0.401
60"
6'-6"
6'-6"
6'-3"
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7'-3"
7'-6"
7'-6"
1.042
1.042
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0.367
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6'-9"
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840.54
THIS DRAWING IS THE PROPERTY OF
ARENDELL ENGINEERS AND IS NOT TO
BE REPRODUCED OR USED FOR ANY
PROJECT IN WHOLE OR IN PART
WITHOUT EXPRESS WRITTEN
PERMISSION.
PROJECT MANAGER:
JW FORMAN
DESIGNED:
JW FORMAN
DRAWN BY:
G. STROTHER
CHECKED:
JW FORMAN
SCALE:
AS SHOWN
DATE:
07/17/2023
CARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
1004 Arendell Street
Morehead City, NC 28557
[phone]
Fax: [phone]
www.arendellengineers.com
North Carolina Certification No. C-1509
OWNER:
NC DEPT OF NATURAL & CULTURAL
RESOURCES
301 N WILMINGTON ST.
RALEIGH, NC 27601
PROJECT:
BATH BULKHEAD REHABILITATION
HISTORIC BATH, NORTH CAROLINA
BEAUFORT COUNTY, NC
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SHEET NO:
C17
OF: 17
JOB NO.
22059

RECEIVED
N.C. DIVISION OF COASTAL MANAGEMENT AUG 14 2023
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY CM'WARO
(Top portion to be completed by owner or their agent)
Name of Property Owner: PE V IUC 14M I LY MUt r
Address of Property: RWAIT 57]Zt 15i7— /j�l, Al(, 27 001?�
Mailing Address of Owner: 4405 Pmi& sgaV14,k 66Vrfft, - /LfN,6160,Xlpg�, Z2G9-'5
Owner's email: d4vid.b40rms &,Lr.4oy Owner's Phone#: g/gig/f -&ij/Z
Agent's Name: (ak fk Agent Phone#: ZSZ'(oZZ� 3$
Agent's Email:
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing with dimensions must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
-OR-
Signature of Adjacent Riparian Property Owner
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO: C f44R bE5 ! . ?C*l IC.IC_ �Je .
Mailing Address ofARPO: IOCP W. i)A21` AVC 742g0R0 14c, GL-q jfi(p
ARPO's email: ,,, LL T IGIDJd. Cbm
c1 C�� . gn;CX. ARPO's Phone#: i- ZZ(y -Cp Z 1
Date: 4,-11 - , *waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

Spivey, Kelly
From: Graham Strother <[e-mail]>
Sent: Wednesday, August 23, 2023 1:52 PM
To: 'charles Penick'
Cc: Spivey, Kelly; 'Bubs Carson'
Subject: [External] RE: Charles Penick - Bath Bulkhead Rehabilitation
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Mr. Penick,
I'm glad I could help clarify. Hopefully we can keep going through the permitting process and address any additional
concerns that the various agencies will bring up as part of their due diligence. I appreciate you taking the time to review
the info sent along with the initial mailing, as well as my responses.
I look forward to being able to meet you as well once the project is underway.
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Arendell Engineers
1004 Arendell Street
Morehead City, NC 28557
Office: [phone]
Cell: [phone]
www.ArendellEnaineers.com
N.C. Certification C-1509
From: charles penick <[e-mail]>
Sent: Wednesday, August 23, 2023 1:27 PM
To: [e-mail]
Cc: [e-mail]; Bubs Carson <[e-mail]>
Subject: Fwd: Charles Penick - Bath Bulkhead Rehabilitation
Dear Graham,
Thank you for your message & content for clarification. Somehow, it ended up in my "junk" box, which I only caught
yesterday evening. So, please excuse my lateness in responding. Anyway, I very much appreciate your attention to my
concerns & hope to see you sometime when you're "on site" during the installation process.
Best regards,
Chip Penick
Begin forwarded message:
From: charles penick <chip.penick(Wicloud.com>

Subject: Fwd: Charles Penick - Bath Bulkhead Rehabilitation
Date: August 22, 2023 at 3:27:36 PM EDT
To: Chip Penick <chip.pen ick(ailicloud.com>
Sent from myiPhone
Begin forwarded message:
From: Graham Strother<graham(rDarendellengineers.com>
Date: August 21, 2023 at 8:32:59 AM EDT
To: charles Penick <[e-mail]>
Subject: RE: Charles Penick - Bath Bulkhead Rehabilitation
Reply -To: graham(cDarendellengineers.com
Mr. Penick,
Thank you for sending along your concerns regarding the bulkhead project Friday
afternoon. I was out of the office and wasn't able to respond, but hopefully I can
address your concerns.
1. With respect to the drainage outfall on the adjacent State property to yours.
The existing drain pipe will be extended through the new vinyl bulkhead, to
allow all existing drainage patterns to remain the same. This is shown in the
excerpt of the design drawings below.
2. The point of connection to your bulkhead from the State bulkhead is specified
to match the existing elevation of the 'private bulkhead' (which is to mean
yours) at that location. There will be a clear delineation between the two, but
the design calls for the new bulkhead to match the elevation of your current
bulkhead. This connection is shown in the excerpt from the design drawings
below as well. The specific connection will likely be determined in the field once
the contractor is underway, but the design calls for essentially a seamless
transition.
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I greatly appreciate your bringing these concerns to my attention, and I'll be glad to
discuss further with you at a time that's most convenient. I have a meeting starting at
10:00 this AM that will tie me up for the majority of the day, but I will do my best to be
available otherwise.

Graham D. Strother, P.E.
Civil Engineer/Project Manager
Arendell Engineers
1004 Arendell Street
Morehead City, NC 28557
Office: [phone]
Cell: [phone]
www.ArendellEngineers.com
N.C. Certification C-1509
From: charles penick <[e-mail]>
Sent: Friday, August 18, 2023 1:44 PM
To: araham@arendellen¢ineers.com
Subject: Fwd: Charles Penick - Bath Bulkhead Rehabilitation
Dear Graham,
Please find email below that I sent to Kevin Spivey @ NC DEQ (as suggested in your
letter of Aug 3). Subsequently, I spoke with Kevin who was both considerate & helpful
and suggested that I also share my concerns with you. As possible, please give me a call.
Obviously, I can't speak for Kevin but will be glad to relate to upshot of our
conversation. My cell is [phone].
'Hope you have a good weekend & thank you...
Charles (Chip) Penick Jr.
From: charles penick <chip.penick(Wicloud.com>
Subject: Charles Penick - Bath Bulkhead
Rehabilitation
Date: August 14, 2023 at 3:20:30 PM EDT
To: kellv.spiveyedeo.nc.aov
Cc: Bubs Carson <bubscarson55CrD.amail.com>
Dear Kelly,
I am writing in reference to my receipt (Penick Family
Trust) of materials from Arendell Engineers & NC
Division of Coastal Management. Specifically, as time -
stipulated, per included form (Adjacent Riparian
Property Owner Notification/Waiver Form), I have a
some concerns. I returned this form to your office also
by Certified Mail but did not delineate reasons for
objection, which I will offer as follows.
First, I totally understand and appreciate the need to
repair/replace bulkheads periodically. And, I'm pleased

that the Town of Bath may benefit from this
undertaking. I am also glad to meet with you to discuss
further at any mutually convenient time (on site might
be useful).
Basically, I have two concerns toward which I would
appreciate clarification.
(1) Drainage - My property is located at 213 Front
Street, Bath NC 27808. Elevation of my property is
substantially less than most of State property bordering
mine on our common East boundary. On the
aforementioned State property, there is a shallow ditch
that collects stormwater which flows to a drainage
culvert for discharge into Bath Creek. At least from a
layman's point of view, it works effectively to manage
excess run-off water, which helps me maintain my
property. My concern is around whether a new
bulkhead would similarly accommodate drainage from
State property. I have attached current photos FYI.

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(2) Tie into my Bulkhead - I simply want assurance that
the "tie in" point to my bulkhead will be done in a
smooth, flush manner. Obviously, if the bulkheads (NC's
& mine) are uneven then wave action from a storm will
more likely create wash -out damage. Respective
bulkheads are currently the same height.

That's it... I would appreciate speaking with you at your
earliest convenience. I left voice message at your office
earlier today.
Thank you & best regards,
Chip Penick
Cell: [phone]

Extend the existing 40 foot boat ramp an additional 10 feet waterward. This will allow enough depth to
successfully launch a boat attached to a boat trailer. The current length of the ramp is too short in length
to launch a boat from a trailer. Ten foot prefabricated concrete hog slats will be used to extend the ramp.
The existing ramp was approved by CAMA. Riparian notifications from neighbors were signed as part of
the original permit issued by CAMA (22-15686).

Grandy, Ashley
From: Graham Strother <[e-mail]>
Sent: Tuesday, August 22, 2023 10:10 AM
To: Grandy, Ashley
Subject: [External] FW: Charles Penick - Bath Bulkhead Rehabilitation
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Ashley,
It was great talking with you this morning.
Please see below regarding Mr. Penick's questions for me on the design of the Bath Bulkhead in relation to his property.
His original questions are in his email below my responses.
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Arendell Engineers
1004 Arendell Street
Morehead City, NC 28557
Office: [phone]
Cell: [phone]
www.ArendellEnaineers.com
N.C. Certification C-1509
From: Graham Strother <[e-mail]>
Sent: Monday, August 21, 2023 8:33 AM
To: 'charles penick' <chip.pen [e-mail]>
Subject: RE: Charles Penick - Bath Bulkhead Rehabilitation
Mr. Penick,
Thank you for sending along your concerns regarding the bulkhead project Friday afternoon. I was out of the office and
wasn't able to respond, but hopefully I can address your concerns.
1) With respect to the drainage outfall on the adjacent State property to yours. The existing drain pipe will be
extended through the new vinyl bulkhead, to allow all existing drainage patterns to remain the same. This is
shown in the excerpt of the design drawings below.
2) The point of connection to your bulkhead from the State bulkhead is specified to match the existing elevation of
the 'private bulkhead' (which is to mean yours) at that location. There will be a clear delineation between the
two, but the design calls for the new bulkhead to match the elevation of your current bulkhead. This connection
is shown in the excerpt from the design drawings below as well. The specific connection will likely be
determined in the field once the contractor is underway, but the design calls for essentially a seamless
transition.

EX. TREE TO
BE PROTECTED
START PROPOSED
STATE BULKHEAD
!
EX. PRIVATE
BULKHEAD
r�
I �
I �
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1
NORMAL HIGH; ,
WATER LINE k.,
TIE STATE
BULKHEAD INTO EX.
PRIVATE BULKHEAD
MATCH PRIVATE
BULKHEAD
ELEVATION
ra
BACKFILL & GRADE
EXISTING WASHOUT
ad
INSTALL CONCRETE DROP
JUNCTION BOX AND EXTEND
IV DRAINAGE PIPE THROUGH
NEW VINYL BULKHEAD.
CONTRACTOR CONFIRM
DIAMETER AND PIPE MATERIAL
SEE DETAIL SHEET C16
I greatly appreciate your bringing these concerns to my attention, and I'll be glad to discuss further with you at a time
that's most convenient. I have a meeting starting at 10:00 this AM that will tie me up for the majority of the day, but I
will do my best to be available otherwise.
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Arendell Engineers
1004 Arendell Street
Morehead City, NC 28557
Office: [phone]
Cell: [phone]
www.ArendellEnaineers.com
N.C. Certification C-1509
From: charles penick <chio.oenickna icloud.com>
Sent: Friday, August 18, 2023 1:44 PM
To: grahamCaarendellen¢ineers.com
Subject: Fwd: Charles Penick - Bath Bulkhead Rehabilitation
Dear Graham,
Please find email below that I sent to Kevin Spivey @ NC DEQ (as suggested in your letter of Aug 3). Subsequently, I
spoke with Kevin who was both considerate & helpful and suggested that I also share my concerns with you. As possible,
2

please give me a call. Obviously, I can't speak for Kevin but will be glad to relate to upshot of our conversation. My cell is
[phone].
'Hope you have a good weekend & thank you...
Charles (Chip) Penick Jr.
From: charles penick <chio.oenick(cDicloud.com>
Subject: Charles Penick - Bath Bulkhead Rehabilitation
Date: August 14, 2023 at 3:20:30 PM EDT
To: kellv.saivey(cDdeg.nc.gov
Cc: Bubs Carson <bubscarsonMammail.com>
Dear Kelly,
I am writing in reference to my receipt (Penick Family Trust) of materials from Arendell
Engineers & NC Division of Coastal Management. Specifically, as time -stipulated, per
included form (Adjacent Riparian Property Owner Notification/Waiver Form), I have a
some concerns. I returned this form to your office also by Certified Mail but did not
delineate reasons for objection, which I will offer as follows.
First, I totally understand and appreciate the need to repair/replace bulkheads
periodically. And, I'm pleased that the Town of Bath may benefit from this undertaking. I
am also glad to meet with you to discuss further at any mutually convenient time (on
site might be useful).
Basically, I have two concerns toward which I would appreciate clarification.
(1) Drainage - My property is located at 213 Front Street, Bath NC 27808. Elevation of
my property is substantially less than most of State property bordering mine on our
common East boundary. On the aforementioned State property, there is a shallow ditch
that collects stormwater which flows to a drainage culvert for discharge into Bath Creek.
At least from a layman's point of view, it works effectively to manage excess run-off
water, which helps me maintain my property. My concern is around whether a new
bulkhead would similarly accommodate drainage from State property. I have attached
current photos FYI.

(2) Tie into my Bulkhead - I simply want assurance that the "tie in" point to my bulkhead
will be done in a smooth, flush manner. Obviously, if the bulkheads (NC's & mine) are
uneven then wave action from a storm will more likely create wash -out damage.
Respective bulkheads are currently the same height.
That's it... I would appreciate speaking with you at your earliest convenience. I left voice
message at your office earlier today.
Thank you & best regards,
Chip Penick
Cell: [phone]

1004 Arendell Street
Morehead City, NC 28557
252.622.4338 Office
NC Certification No: C-1509
August 3, 2023
BY CERTIFIED MAIL
Town of Bath
103 S King Street
Bath, NC 27808
Re: CAMA Permit for Bath Bulkhead Rehabilitation
Bath, Beaufort County, NC
To Whom It May Concern:
ARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
In accordance with the requirements of the Division of Coastal Management CAMA Permit Application,
a copy of the pennit drawings and supporting documentation for the referenced project is provided for
your information.
If you have questions concerning the proposed project, please contact Mr. Graham D. Strother, P.E. of
Arendell Engineers in Morehead City at (252) 622-433 8.
Please be advised that, if you have comments concerning the project, they must be submitted to the North
Carolina Division of Coastal Management within 30 days of this application. Submit comments to Mr.
Kelly Spivey, N.C. Division of Coastal Management, 943 Washington Square Mall, Washington, NC
27889.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Enclosures

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner:
Agent's Email:
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email:
ARPO's Phone#:
Date: *waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

1004 Arendel) Street
Morehead City, INC 28557
252.622.4338 Office
NC Certification No: C-1509
August 3, 2023
BY CERTIFIED MAIL
Penick Family Trust
c/o Charles Penick, Jr.
106 West Park Avenue
Tarboro, NC 27886
Re: CAMA Permit for Bath Bulkhead Rehabilitation
Bath, Beaufort County, NC
To Whom It May Concern:
ARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
In accordance with the requirements of the Division of Coastal Management CAMA Permit Application,
a copy of the pen -nit drawings and supporting documentation for the referenced project is provided for
your infonnation.
If you have questions concerning the proposed project, please contact Mr. Graham D. Strother, P.E. of
Arendell Engineers in Morehead City at [phone].
Please be advised that, if you have comments concerning the project, they must be submitted to the North
Carolina Division of Coastal Management within 30 days of this application. Submit comments to Mr.
Kelly Spivey, N.C. Division of Coastal Management, 943 Washington Square Mall, Washington, NC
27889.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Enclosures

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: O
Agent'sEmail: ►�
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email:
Date:
ARPO's Phone#:
*waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

1004 Arendell Street
Morehead City, NC 28557
252.622.4338 Office
NC Certification No: C-1509
August 3, 2023
BY CERTIFIED MAIL
Shane Lurel Taylor & Lisa Taylor Shriver
122 N Brown Street
Washington, NC 27889
Re: CAMA Pen -nit for Bath Bulkhead Rehabilitation
Bath, Beaufort County, NC
To Whom It May Concern:
ARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
In accordance with the requirements of the Division of Coastal Management CAMA Permit Application,
a copy of the pen -nit drawings and supporting documentation for the referenced project is provided for
your information.
If you have questions concerning the proposed project, please contact Mr. Graham D. Strother, P.E. of
Arendell Engineers in Morehead City at (252) 622-433 8.
Please be advised that, if you have comments concerning the project, they must be submitted to the North
Carolina Division of Coastal Management within 30 days of this application. Submit comments to Mr.
Kelly Spivey, N.C. Division of Coastal Management, 943 Washington Square Mall, Washington, NC
27889.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Enclosures

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: r1411,01t vt L44A 7-AY&Qt 51AZIL6,e,
Agent's Email: �r t C /` e Coxt
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
11012
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email:
Date:
ARPO's Phone#:
*waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

1004 Arendell Street
Morehead City, NC 28557
252.622.4338 Office
NC Certification No: C-1509
August 3, 2023
BY CERTIFIED MAIL
Theresa Michaud Lowry
219 S Main Street
Bath, NC 27808
Re: CAMA Permit for Bath Bulkhead Rehabilitation
Bath, Beaufort County, NC
To Whom It May Concern:
ARENDELL
ENGINEERS
CIVIL - COASTAL • ENVIRONMENTAL
In accordance with the requirements of the Division of Coastal Management CAMA Permit Application,
a copy of the permit drawings and supporting documentation for the referenced project is provided for
your information.
If you have questions concerning the proposed project, please contact Mr. Graham D. Strother, P.E. of
Arendell Engineers in Morehead City at [phone].
Please be advised that, if you have comments concerning the project, they must be submitted to the North
Carolina Division of Coastal Management within 30 days of this application. Submit comments to Mr.
Kelly Spivey, N.C. Division of Coastal Management, 943 Washington Square Mall, Washington, NC
27889.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Enclosures

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: 7Hf46>4 ad 1
Agent's Email: ___ 0 r i`
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing. with dimensions. must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
•C
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email: ARPO's Phone#:
Date: *waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

1004 Arendell Street
Morehead City, NC 28557
252.622.4338 Office
NC Certification No: C-1509
August 3, 2023
BY CERTIFIED MAIL
Petals & Produce, LLC
650 Southwinds Ln
Bath, NC 27808
Re: CAMA Pen -nit for Bath Bulkhead Rehabilitation
Bath, Beaufort County, NC
To Whom It May Concern:
ARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
In accordance with the requirements of the Division of Coastal Management CAMA Permit Application,
a copy of the pen -nit drawings and supporting documentation for the referenced project is provided for
your infonnation.
If you have questions concerning the proposed project, please contact Mr. Graham D. Strother, P.E. of
Arendell Engineers in Morehead City at [phone].
Please be advised that, if you have comments concerning the project, they must be submitted to the North
Carolina Division of Coastal Management within 30 days of this application. Submit comments to Mr.
Kelly Spivey, N.C. Division of Coastal Management, 943 Washington Square Mall, Washington, NC
27889.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Enclosures

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: , , ,
Address of Property: i-_ dry 71-7000
Mailing Address of Owner: �rAJr
Owner's email: vi . M, r1 Owner's Phone#:
Agent's Name: 6Ldi4ow -STE0111M, Agent Phone#: -
Agent's Email: ArAAaPK(;P1 at1114kile2 0 r`� a
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email:
Date:
ARPO's Phone#:
*waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

1004 Arendell Street
Morehead City, NC 28557
252.622.4338 Office
NC Certification No: C-1509
August 3, 2023
BY CERTIFIED MAIL
Wiley Paul Warren
115 S Main Street
Bath, NC 27808
Re: CAMA Permit for Bath Bulkhead Rehabilitation
Bath, Beaufort County, NC
To Whom It May Concern:
ARENDELL
ENGINEERS
CIVIL • COASTAL • ENVIRONMENTAL
In accordance with the requirements of the Division of Coastal Management LAMA Permit Application,
a copy of the permit drawings and supporting documentation for the referenced project is provided for
your information.
If you have questions concerning the proposed project, please contact Mr. Graham D. Strother, P.E. of
Arendell Engineers in Morehead City at [phone].
Please be advised that, if you have comments concerning the project, they must be submitted to the North
Carolina Division of Coastal Management within 30 days of this application. Submit comments to Mr.
Kelly Spivey, N.C. Division of Coastal Management, 943 Washington Square Mall, Washington, NC
27889.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
Graham D. Strother, P.E.
Civil Engineer/Project Manager
Enclosures

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: 1
Agent's Email: ainakaivt�,R (4neea4e,11
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying forthis
permit has described to me, as shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
if you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 943 Washington Square Mall, Washington, NC 27889. DCM representatives can also be
contacted at [phone]. No response is considered the same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email:
Date:
ARPO's Phone#:
*waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

TOWN OF BATH
BATH, NORTH CAROLINA
DATE
BOOK NO. PERMIT FEE PERMIT No.
APPLICATION FOR: BUILDING PERMIT( ) ZONING COMPLIANCE CERTIFICATE
OWNER
CONTRACTOR
DESIGNER
SURVEYOR
ELECTRICAL
PLUMBING
Name & License No. Address:
Phone No.:
0/g—Slf
SrtYll= oi= IyPVZi G E014nlff 137-1 Agmt saulGr_' art Z*,66/ Ali' 6(0' l Z.
Z 6-2--622
. R 110Ft '9V611VEE2S 10*A -A)OZI & sr 171C, 216,4d Gii nip Zas.i ¢339
)q'MFS 1 PriIUdOSy 313 AYC.Q(A1&7rinl .PD &4ViQAr it/L 2 9 51 ZSZ - 2Lg.
Sg ��
A114
TYPE OF IMPROVEMENT
NEW K) ADDITION( ) ALTERATION: INSIDE( ) REPAIR: INSIDE( ) MOVE ( )
OUTSIDE( ) OUTSIDE( ) LOCATE( )
Lot No. Block No. Building located at l 00 t 0AIT ST,
between j�jle A-) 5r and /7 (A16 �57 Streets. Building to be used as
19UR44/ Type Construction VIA) h gl/�
Number of off street parking spaces. Contains 4;za rooms and bath(s).
Total square feet of building ^ /ZOo L F Electric Service s✓1¢ Type of heat
No. of plumbing fixtures. Foundation block caps
4" ( ) 8" ( ). Corner bracing: Plywood ( ) other . Insulation: Floor
Walls Ceiling. Windows: Storm ( ) Thermal ( ). How many exterior doors
A—. Water Heater: Gas ( ) Electric ( ) Other as l ///
Roof Ventilation: Gable ( ) Eaves ( ) Louvers ( ) Other A/111 Ventilation
crawl space, number of feet apart /V�/ Height of crawlspace under house: 18" ( ) 24" ( )
Other. Zone . Water and Sewer boo,
Paid ( ) N/A ( ) Size water tap N
Size sewer tap: � Total Estimated Cost � boo, 000 Flood elevation

BUILDING INSPECTION DEPARTMENT COMMENTS:
GENERAL COMMENTS: z��
i i
CITY LICENSE NUMBER:
Contractor/AC
Application approved by:
Electrician Plumber/Heating
The owner of this building and the undersigned agree to conform to all applicable laws of the Town of
Bath, North Carolina.
Signature of Applicant
Effective 8/10/04, there is a $50.00 filing fee for all permits, including zoning compliance application.
Any construction that requires installation of water or wastewater services may:
A) Be installed by owners, contactors or
B) Be installed by Town of Bath Utilities Department
All components must be compatible with existing water/wastewater materials, including Myers pumps.
Bath Utilities Department must inspect all construction prior to services becoming operational. Inspection
fee is $100.00.

-z-
TO HAVE AND TO HOLD the aforesaid lots or tracts of land, tog -
with all privileges, appurtenances, tenements,•and hereditaments thereun
or in any manner appertaining or belonging to the State of North Carolin
the said party of the second part, its successors and assigns, in fee
simple, forever.
AND the said Beaufort County Historical Society, Inc., party o
the first part covenants with the party of the second part that it is se
of the said property in fee and has the right to convey the same in fee
simple; that the same are free from incumbrances, and that it will warra
and defend the said title to the same against the claims of all persons
whomsoever.
IN TESTIMONY WHEREOF, the said party of the first part has cau
this deed to be signed in its corporate name by its President and attest
by its Secretary, and sealed with its common corporate seal, on the day
year first above written.
ATTEST:
Secretary
BEAU T COUNTY HHISTORT SOCIETY,
r'
President
v E11. .��_

26
STATE OF NORTH CAROLINA
D E E D
COUNTY OF BEAUFORT
THIS DEED made this the �� day of 1966 b
� Y
and between BEAUFORT COUNTY HISTORICAL SOCIETY, INC., a corporation
organized and existing under and by virtue of the laws of the State of
North Carolina, with its principal office in Beaufort County, North
Carolina, party of the first part and the STATE OF NORTH CAROLINA, a
body politic and corporate, party of the second part,
W I T N E S S E T H:
The party of the first part, for and in consideration of the
sum of ONE DOLLAR, and other valuable considerations, receipt of which
is hereby acknowledged, has bargained and sold and by these presents
does hereby give, grant, bargain, sell and convey to the party of the
second part, its successors and assigns in fee simple the following
described lots or parcels of real property lying and being in the Town
of Bath, Beaufort County, North Carolina, and more particularly described
as follows:
TRACT I: BEING bounded on the South by Bath Creek and
on the West by land of J. M. Taylor, and BEGINNING on
the South side of Front Street in the Town of Bath,
North Carolina, at a stake in the southwest corner of
Front and King Streets; thence running parallel with
King Street, South 17 degrees 29 minutes West 273 feet
to Bath Creek; thence with and along Bath Creek, North
48 degrees West 207 feet, to J. M. Taylor's line; thence
with and along J. M. Taylor's line, North 17 degrees 45
minutes East 250 feet, to a stake in the southern side-
line of Front Street; thence with and along Front Street,
South 54 degrees East 197.7 feet to the point of BEGINNING.
Reference is made to deeds to A. M. E. Zion Church, at
Bath, North Carolina, from W. H. Beaseley, dated April 7,
1884 and April 3, 1895, of record in Book 75, at page 354
and Book 94, at page 280, Beaufort County public records.

Thi'T Ill:
bef11G that property conveyed to the ieeufort County
ilistorical society, Inc., by Robert 1;•raGurnus and
wife, ::ary T. Gurganus, by deed a atedFebruary 12,
19.3, recorded in hook 553 at page 56 of ti:e i,eaufert
County :teglstry, to wl'<ch deed reference is h:: rei,y
mane for a more particular description of ti:e same.
TRkG'T IV:
D.I;'U that property conveyed to the ueaufort County
Historical Society, Inc. by G. 11, harsh and wife,
Vonaie S. `'larsh, by deed dated •,ay 28, 1So=, recorded
in isook. 536 at page 263 of the beaufort CowrtY S•:eCistr; ,
to which deed reference is hereb,• ne:de for a more particular
description of the ease.
T TACT V.
that property conveyed to the eaufort County
historical society, Inc., by 'r:illiau Howard .irman
and wife, :iary Lill;,' Judd Borman, et al, by deed
daied January 21, 196G, recorded in Book 511 pr_ge 497 of ti.c
uu.ufort County Heeistr;_; and that property conveyed to the
Beaufort County iiistorical Socict , '_`1c., :-man Grimes,
Ga. missioner, by deed dated Fr , am recorded
in wok 51.1, page 432 of the :.. .„ .eg_=Cry, to
which deeds ruference is hereby z.w _., i'or .r.,re particu.l:.r
description of the same,
TO hkVd All, TO LOLU the afore id lots or tracts of Lind,
together with all privileges, apncrtennnce:, tenements, and herodlta:.
tner.:unto or in any ia.naer appertaining or belon[ing to the sta'.e of -
Garolina, the said part, of the second part, its succor;sors arO ass! ,
in fee simple, forever.
;.: ,ii'!'i.6 said ueaufort LountP ri.:;toricel aociety, Inc., pv't of
the first ;;.rt. covenants with the party of the second ;..rt ttn t it is
seized of the said property in fee and has Lhe ririrl, to cony:,, t::c s _.
fee simple; that tiro same are free from incwriLrances, and t.h:a it wu.
warrant and defend the said title to the sane agtdm t the c1a L;:s of 1
persons whomsoever.
IN 1'tia1L•!Ol<Y IM-1-0F, the said fv,rty of the fires i�rt ias
caused this deed to be siPow in 9s corporate name by its President : :d
L
attested by its Secretary, atw sealed xAI)Ats common corn?rate �•:='. ,.�
the day and year Yir:a above written.
President
secretary
a.

396
STATE OF NORTH CAROLINA
DEED
COUNTY OF BFAUFORT
THIS DEED made and entered into this the _ day of ,
1964, by and between BFAUFOHT COUiJTY I¢STCRICAL Socjmlf, INC., a corpo—
ration organized and existing under and by virtue of the laws of the State
of North Carolina, with its principal office in Beaufort County, North
Carolina, party of the first part and the STAU OF NORTH CAROLINA, a body
politic and corporate, party of the second part;
W IT NES S::T IL•
The party of the first part, for and in consideration of the
am of UkE DOLIAR, and other valuable considerations, receipt of which is
hereby acknowledged, has bargained and sold and by these presents does
hereby give, grant, bargain, sell and convey to the party of the second
part, its successors and assigns in fee simple the following described
lots or parcels of real property lying and being situate in the Town of
Bath, Beaufort County, North Carolina, and more particularly described
as follows:
TRACT I:
BEING that property conveyed to the Beaufort County
Historical Society, Inc., by Lottie C. Carries and
husband, M. A. Carries by deed dated August 9, 1962,
recorded in Book 538 at page 512 of the Beaufort
County :registry, to which deed reference is hereby
made for a more particular description of the same.
TRACT II:
BEING that property conveyed to the Beaufort County
Historical Society, Inc., by Bessie Ormond ;lade and
husband, Charles Wade, and Archa O'Connell, widow,
by deed dated ::arch 26, 1958, recorded in Book 486
at page 192 of the Beaufort County Iwr.istry, to which
deed reference is hereby made for a more particular
description of the same.