20201956 Ver 1_CAMA Application_20210219

PARKER & ASSOCIATES , I N C .
:ATE, ENGINEERS • SURVEYORS • PLANNERS
JACKSONVILLE , NORTH CAROLINA
ONSLOW COUNTY NEW RIVER WATERFRONT
PARK REPAIRS
Project Narrative
December, 2020
Revised January, 2021
The existing Onslow County Waterfront Park was designed and constructed in the
mid to late 1980's. It consists of 740'1 of bulkhead, boardwalk, handrail and a 75'± long
pier, along the Eastern side of New River in Downtown Jacksonville. It is on several
tracts of land owned by Onslow County and The City of Jacksonville. The park was
constructed, built and maintained by Onslow County. The structures have encountered
many floods and hurricanes over the years. In 2018, Hurricane Florence did extensive
damage to the structures, and the County applied for and received FEMA assistance to
replace the structures.
A detailed survey has been conducted, and plans have been developed to replace the
bulkhead, boardwalk, pier and handrails along the New River. It is proposed to remove
the existing bulkhead, then drive new vinyl sheet piles in same location as the existing
bulkhead, then remove the existing pier, boardwalk and handrails and replace them. No
new impervious area is proposed. New River is classified SB, HQW,NSW, in this area.
A scoping meeting was held at which DWR was present. The date of the scoping
meeting was 12-14-20 and this project was discussed. This meeting met the requirement
for requesting a pre-filing meeting under 40 CFR Part 121 for 401 Certifications in
accordance with the Federal Clean Water Act.
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.
CI.202I.FORMS.00NRWaterfront.NARRATIVE.111020 Rev 121620 012621
306 New Bridge Street I P.O.Box 976 I Jacksonville,NC 28541-09761(910)455-2414
Firm License Number F-0108 I www.parkerjacksonville.com

DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
Onslow County Onslow County New River Waterfront Park Repairs
Applicant 1: First Name MI Last Name
Sharon Russell
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
234 NW Corridor Blvd. Jacksonville NC
ZIP Country Phone No. FAX No.
28540 USA 910 -347 -4717 ext. 910 -455 -7878
Street Address(if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Parker &Associates, Inc.
Agent/Contractor 1: First Name MI Last Name
Timothy M. Stewart
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
PO Box 976 Jacksonville NC
ZIP Phone No.1 Phone No. 2
28541 910 -455 -2414 ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
306 New Bridge Street Jacksonville NC 28540
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
Onslow Anne Street, Tallman Street and Riverview St.
Subdivision Name City State Zip
Jacksonville NC 28540
Phone No. Lot No.(s) (if many,attach additional page with list)
- - ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak New River
G. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ['Unknown New River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,list the planning jurisdiction or city limit the proposed
®Yes ❑No work falls within.
Jacksonville
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
740'± N/A
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A , NWL(normal water level)
(If many lot sizes,please attach additional page with a list) ❑NHW or®NWL 2-3'
e. Vegetation on tract
Lawn, Trees, Shrubs
f. Man-made features and uses now on tract
There is an existing bulkhead, boardwalk, handrails, pier and floating pier along
with picnic tables, and parking.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Onslow County Courthouse, USO, parking.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate,if applicable)
DTB - Downtown Business ®Yes ❑No DNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Dyes No
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. DYes No DNA
If yes,by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No DNA
National Register listed or eligible property?
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii)Are there coastal wetlands on the site? ®Yes ❑No
(iii)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
Existing City of Jacksonville Sewer Mains and Pump Station is located on the site.
o. Describe existing drinking water supply source.
Existing City of Jacksonville Water Mains are on site.
p. Describe existing storm water management or treatment systems.
None
5. Activities and impacts
a. Will the project be for commercial,public,or private use? ❑Commercial ®Public/Government
❑Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
For Public Enjoyment along New River
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Driving Sheet Piles
d. List all development activities you propose.
Replace existing bulkhead, pier, boardwalk and handrails.
e. Are the proposed activities maintenance of an existing project,new work,or both?
Maintenance
f. What is the approximate total disturbed land area resulting from the proposed project? ❑Sq.Ft or l Acres
0.7 Ac.
g. Will the proposed project encroach on any public easement,public accessway or other area ❑Yes No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing Storm Drains discharge into New River.
I. Will wastewater or stormwater be discharged into a wetland? ❑Yes No ❑NA
If yes,will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes No ❑NA
If yes,attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
in addition to this completed application form,(MP-1)the following items below,If applicable,must be submitted in order for the application
package to be complete. items(a)-(0 ere always applicable to any major developmont application. Please consult the application
Instruction booklet on how to properly prepare the required Items be{ew. '
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,dearly Indicate on maps,plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that Is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Chock or money order made payable to DENR.
f. A list of the names end complete addresses of the adjacent waterfront(riparian)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Richard Woodruff,City Manager, City of Jacksonville Phone No.
Address 815 New Bridge Street, Jacksonville NC 28540 [phone]
Name Phone No.
Address
Name - Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,permittee,and Issuing dates.
Unknown
h. Signed consultant or agent authorization form,if applicable.
i. Wetland delineation,if necessary.
J. A signed AEC hazard notice for projects in oceanfront and Inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S.113A 1-10),if necessary. It the project Involves expenditure
of public funds or use of public tends,attach-e statement documenting compliance with the North Caroline Environmental Policy Act.
L7. Certification and Permission to Enter on Land
I understand that any permit Issued In response to this application will allow only the development described In the application.
The project will be subject to the conditions and restrictions contained In the permit.
I certify that I am authorized to grant,and do in fact grant permission to representatives of state and federal review agendes to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the Information provided In this application is truthful to the best of my knowledge.
Date_442//c/-1020 Print Name S r • •wussell, County Manager
Sign••���•�' .Ir7iii i
Please indicate application attachments pertaining I. your • ••'sad project.
❑DCM MP-2 Excavation and Fill Information 0DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length
Width
Avg.Existing J NA NA
Depth
Final Project
irt
Depth
1. EXCAVATION This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
c. (i)Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation In cubic yards.
(CW),submerged aquatic vegetation(SAV),shell bottom(SB),
or other wetlands(WL)? If any boxes are checked,provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii)Describe the purpose of the excavation in these areas:
2. DISPOSAL OF EXCAVATED MATERIAL This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i)Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
Oyes ❑Na DNA DYes ❑No DNA
(ii)If no,attach a letter granting permission from the owner. (ii)If yes,where?
e. (i)Does the disposal area include any coastal wetlands/marsh f. (I)Does the disposal include any area in the water?
(CW),submerged aquatic vegetation(SAV),shell bottom(SB), Dyes ❑No DNA
or other wetlands(WL)? If any boxes are checked,provide the (ii)If yes,how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ONone
(ii)Describe the purpose of disposal In these areas:
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Form DCM MP-2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION- This section not applicable
(If development is a wood groin,use MP-4—Structures)
a. Type of shoreline stabilization: b. Length: ma
®Bulkhead ORiprap ❑Breakwater/Sill ❑Other: Width: 1
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL.
0 0
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Vinyl Sheet pile months?
❑Yes No DNA
(ii)If yes,state amount of erosion and source of erosion amount
Information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other New Sheet pile to be placed in
same location as existing bulkhead
i. Source of fill material.
4. OTHER FILL ACTIVITIES This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No DNA b. (i)Will fill material be placed in coastal wetlands/marsh(CW),
If yes, submerged aquatic vegetation(SAV),shell bottom(SB),or
other wetlands(WL)? If any boxes are checked,provide the
(ii)Amount of material to be placed in the water number of square feet affected.
(Ill)Dimensions of fill area ❑CW ❑SAV ❑SB
(iv)Purpose of fill OWL [None
(ii)Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used(e.g.,dragline,
controlled? backhoe,or hydraulic dredge)?
No material is to be excavated. Existing Headwall Excavator mounted Sheet Pile Driver
will be removed and Sheet piles driven in same location.
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
Oyes No DNA site? ❑Yes No DNA
(ii)If yes,explain what type and how they will be implemented. (ii)If yes,explain steps that will be taken to avoid or minimize
environmental Impacts.
January 27,2021 Timothy M.Stewart,P.E. `
Date Applicant Name
Onslow County New River Waterfront Park Repairs �r
Project Name Applicant Signature 1
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Form DCM MP-3
UPLAND DEVELOPMENT
(Construction andlor land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit,Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT 1
a. Type and number of buildings,facilities,units or structures b. Number of lots or parcels.
proposed. N/A
Replace existing boardwalk, replace existing
concrete walk. No other improvements are proposed.
c. Density(give the number of residential units and the units per d. Size of area to be graded,filled,or disturbed including roads,
acre). ditches,etc.
N/A 0.3±Ac. disturbed
e. If the proposed project will disturb more than one acre of land,the f. List the materials(such as marl,paver stone,asphalt,or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing
activity begins. No new impervious surfaces are proposed.
(i) If applicable,has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ONA
(ii)if yes,list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces,such as require a Stormwater Certification.
pavement,building,rooftops,or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
33% existing impervious. No new impervious ®Yes OW DNA
areas are proposed.
i. Give the percentage of the entire tract to be covered by Impervious (ii)If yes,list the date submitted: Jan• 14, 2021, Submitted
and/or built-upon surfaces,such as pavement,building,rooftops, for a Stormwater Redevelopment Exemption,
to be used for vehicular driveways or parking.
38% existing impervious. No new impervious since no new impervious is proposed.
areas are proposed.
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item(I)received state or local
N/A approval?
❑Yes ®No DNA
If yes,attach appropriate documentation.
Not yet.
I. Describe location and type of proposed discharges to waters of the m. Does the proposed project Include an innovative stormwater
state(e.g.,surface runoff,sanitary wastewater,industrial/ design?
commercial effluent,"wash down"and residential discharges). Dyes ®No DNA
There are several existing storm drain pipes. If yes,attach appropriate documentation.
No new discharges are proposed.
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Form DCM MP-3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source(e.g.,well, n. (i) Will water be impounded? (1:1Yes ONe BNA
community,public system,etc.)
(II)If yes,how many acres?
NIA
o. When was the lot(s)platted and recorded? p. If proposed development is a subdivision,will additional utilities be
N/A installed for this upland development?
DYes ❑No ®NA
January 27, 2021
Date
Onslow County New River Waterfront Park Repairs
Project Name
Timothy M. Stewart
Applicant Name
Applicant Signature
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Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ®This section not applicable
a. (i) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
['Commercial Public/Government ❑Private/Community ®Yes ❑No
c. (i)Dock(s)and/or pier(s) d. (i)Are Finger Piers included? DYes ®No
(ii)Number 1 If yes:
(iii)Length 75 (ii)Number
(iv)Width 7'-15' (iii)Length
(v)Floating ['Yes ®No (iv)Width
(v)Floating ❑Yes [No
e. (i) Are Platforms included? ['Yes ❑No f. (i) Are Boatlifts included? Dyes No
If yes: If yes:
(ii)Number (ii)Number
(iii)Length (iii)Length
(iv)Width (iv)Width
(v)Floating Dyes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed h. Check all the types of services to be provided.
p ❑Full service,including travel lift and/or rail,repair or
(ii)Number of slips existing maintenance service
0 ElDockage,fuel,and marine supplies
❑Dockage("wet slips")only,number of slips:
❑Dry storage;number of boats:
❑Boat ramp(s); number of boat ramps:
❑Other,please describe:
i. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
❑Land cut and access channel charter boats,sail boats,mixed types).
['Open water;dredging for basin and/or channel N/A
®Open water;no dredging required
❑Other; please describe:
k. Typical boat length: N/A I. (i)Will the facility be open to the general public?
®Yes ❑No
m. (i)Will the facility have tie pilings?
Dyes No
(ii)If yes number of tie pilings?
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• 'Form'DCM MP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS •
®This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑Office Toilets
❑Toilets for patrons;Number: ; Location:
❑Showers
❑Boatholding tank pumpout;Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste,fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i)Give the location and number of"No Sewage Discharge"signs proposed.
(ii)Give the location and number of"Pumpout Available"signs proposed.
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and"No Wake"signs proposed.
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina,what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
DYes ONo
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- -Form'DCM MP-4 (Structures, Page 3 of 4)
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
Oyes ❑No
o. Is the marina/docking facility proposed within or adjacentto coastal wetlands/mesh(CW),submerged aquatic vegetation-(SAV)—shell-bottom
(SB),or other wetlands(WL)? If any boxes are checked,provide the number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish teases? ❑Yes ❑No
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease.
3. BOATHOUSE(including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑Private/Community
(ii)Number
(iii)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., wood,sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii)Length
(iii)Width
5. BREAKWATER(e.g., wood, sheetpile, etc.) • ®This section not applicable
a. Length b. Average distance from NNW,NWL,or wetlands
c. Maximum distance beyond NHW,NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
['Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline d. Description of buoy(color, inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present.
e. Arc of the swing
7. GENERAL
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Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s)to adjacent riparian property fines b. Proximity of structure(s)to adjacent docking facilities.
N/A
Note: For buoy or mooring piling,use arc of swing inducting length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
390'
e. (i) Will navgtational aids be required as a result of the project?
['Yes EiNo DNA
(ii)If yes,explain what type and how they will be implemented.
8. OTHER J=17his section not applicable
a. Give complete description: �+Date
Onglow County New River Waterfront Park Repairs
Project Name
Sharon Russell, Iunty Manager
Applica r 4/
igaidior
Ap nt Si at re
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: City of-J csonvitle/Onslow Co.
2. LOCATION OF PROJECT SITE: Riverview St. Jacksonville, Onslow County
Longitude: 77°26'00.98"W Latitude: 34°45'06.00"N
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE:Dates of Site Visit- 1/25/21
Was Applicant Present—No
5. PROCESSING PROCEDURE: Application Received— 12/21/20
Application Complete- 1/28/21
Office—Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan—City of Jacksonville
Land Classification from LUP—Commercial
(B) AEC(s) Involved: EW, PTA, ES
(C) Water Dependent: (yes)
(D) Intended Use: Public
(E) Wastewater Treatment: Existing—sewer
Planned—N/A
(F) Type of Structures: Existing—Dock, Boardwalk, Bulkhead
Planned—Dock, Boardwalk, Bulkhead
(G) Estimated Annual Rate of Erosion: N/A
Source—N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A)High Ground N/A N/A N/A
(B)Open Water N/A N/A 817 Ft2 Incorp.
817 Ft2 Shaded
(C)High Ground N/A N/A 12,900Ft2
(D) Total Area Disturbed: 13,717 Ft2
(E) Primary Nursery Area: Yes
(F) Shellfish Classification: Closed
(G) Water Classification: SB-HQW
8. PROJECT SUMMARY: The City of Jacksonville and Onslow Co. are proposing to
renovate an existing park. This will be accomplished by replacing the existing bulkhead,
boardwalk and one existing observation dock.

Field Investigation Report:
City of Jacksonville/Onslow Co.
Page 02
9. NARRATIVE DESCRIPTION: This project is a joint venture between the City of
Jacksonville and Onslow County to renovate an existing park. Both entities hold deeds to
separate parcels within the same park. The project is located at the intersection of Anne
St.,Tallman St., and Riverview St. in the downtown area of Jacksonville, Onslow County.
The park is located between New Bridge and Marine Blvd. along New River. The property
has 740' of waterfront and averages +4' NHW in elevation. The property is cleared and
vegetated with various grasses. Existing on high ground is a boardwalk along the
shoreline. An existing bulkhead stabilizes the shoreline. There are patches of Coastal
Wetlands waterward of the existing bulkhead. Two observation piers extend into the river.
The New River is 500 ft. wide in this area and has a muddy substrate.
This area of the New River is classified as SB-HQW and is a Primary Nursery Area. The
adjacent waters of the New River are closed to the harvesting of shellfish. The City of
Jacksonville LUP classifies the area within the 75' Estuarine Shoreline AEC as
Conservation and all other areas Commercial.
10. PROJECT DESCRIPTION: The applicant is proposing to renovate an existing park. This
would be accomplished by first stabilizing the shoreline with a 700' vertical bulkhead. This
bulkhead would be constructed within the footprint of the existing bulkhead. On high
ground along the bulkhead cap the pedestrian boardwalk and sidewalk would be replaced in
the existing footprint. All existing structures on high ground would be left in place for the
time being. Paved and gravel parking areas would also be left as is. This would result in no
additional high ground disturbance or additional impervious area.
One of the existing observation piers would be replaced in the existing footprint. This 7'
wide dock currently extends 74' into the New River and has 21'X15' observation platform
at the end. No formalized slips are existing or proposed with this project.
11. Anticipated Impacts:
The renovations to this park would create no additional impervious area or formalized slips.
A public benefit would occur due to the updated facilities. Temporary turbidity could
occur during driving of pilings and bulkhead sheets.
Name: Ryan Davenport Date: 2/3/21 Morehead City

MAJOR PERMIT FEE • ATRIX ,
1 I
Selection Development Type Fee DCM % DWQ%
(14300 1601 4351000931625 6253) , (243001602 435100095 2341)
I. Private, non-commercial
E development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o•en water areas:
II. Public or commercial
0 development that does not $400 100% ($400) 0%($0)
involve the filling or
excavation of any wetlands
or o•en water areas:
Major Modification to a $250 100%($250) 0% ($0)
CAMA Major •ermit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
• -- water areas, determine if A,
B, C, or D below a••lies:
III(A). Private, non-
U - commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 4097 (See
attached can be a••lied:
III(B). Public or commercial
development, if General $400 100% ($400) 0% ($0)
•
can be a•ailed:Water Qualityr Certification
No.4097 (See attached)
1
III(C). If General Water
El Quality Certification No. $400 60% ($240) 40% ($160)
4097 (see attached) could
be applied, but DCM staff -
determined that additional •
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a•uatic life:
III(D). If General Water _
n Quality Certification No. $400 60% ($240) 40% ($160)
4097 (see attached) cannot
be a••lied a
IV. For development that =_
El involves the filling and/or i $475 60% ($285) 40% ($190)
excavation of more than
f one acre of wetlands and/or E,
4 o•en water areas: _-

. ,;,;,,,x�,_. ROY COOPER
Governor
-� . ti MICHAEL S. REGAN
` r' '' Secretary
BRAXTON DAVIS
NORTH CAROLINA Director,Division of Coastal
Environmental Oualitr Management
February 19, 2021
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
[e-mail]
SUBJECT: CAMA/Dredge and Fill Application Review
Applicant: Onslow County
Project Location: New River, Onslow County
Proposed Project: Renovate Existing Park
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by March 12, 2021. If you
have any questions regarding the proposed project, contact Ryan Davenport 252-808-2808.
when appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC 28405 919 796 7215

Pl9zike V o1 1 .
1
This instrument was prepared by: 111111111111111111111111111111111011
�
FRANK W.ERWIN,
a licensed North Carolina Attorney. noc I0: 010267200014 Type: CRP
Recorded: 01/25/2013 at 11:42:02 AM
Fee Amt: 628.00 Pape 1 of 14
.Delinquent taxes,if any,to be paid by the closing Onelouec0untvrNC
attorney to the Onslow County Tax Collector upon Rebecca L.r�Pollard Rep, of Deeds
disbursement of closing proceeds. ElK 3922 PG399-412
Mb deed prosested to
"1�p� .Cs hx f
Dace l 'l perk MO4r)
This instrument prepared by: Index Description: Pellitier House / Wantland Spring
FRANK W.ERWIN,ATTORNEY 16,988 sd ft.
825 Gum Branch Rd., Suite 115 Nat.Reg.#89001854
Jacksonville,NC 28540 Tax Stamps$-0-
MAIL AFTER RECORDING Tax Parcel#040331
TO GRANTEE File#R17772
NORTH CAROLINA
WARRANTY DEED
ONSLOW COUNTY
THIS DEED,made this /2 day of JANUARY, 2013, by and between ONSLOW COUNTY
HISTORICAL SOCIETY, a orth Carolina Non-Profit Corporation,hereinafter called Grantors,
whose mailing address is P.O. Box 5203, Jacksonville,NC 28540, and ONSLOW COUNTY,A
POLITICAL SUBDIVISION OF THE STATE OF NORTH CAROLINA,hereinafter called Grantee,
whose permanent mailing address is P.O. Box 12095,Jacksonville,NC 28546.
The designation Grantor and Grantee as used herein shall include said parties,their heirs,successors,
and assigns,and shall include singular,plural,masculine,feminine or neuter as required by context.
WITNESSETH,that the Grantor,for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged,has and by these presents does grant,bargain,sell and convey unto
the Grantee in fee simple,all of that certain lot or parcel of land situated in Jacksonville Township,
Onslow County,North Carolina and more particularly described as follows:
ilf2
ERWIN&SIMPSON Attorneys,PLLC-Telephone:[phone]
825 Gum Branch Road,Suite 115,Jacksonville, NC 28540

PIngeiotf414
Beginning at an iron stake in the northern right of way line of Old Bridge Street and
the southwestern corner of the American Legion Lot, running thence North 15
degrees 45 minutes East,and with the hedge of an old fence line,160.2 feet to an iron
stake in the southern right of way line of New Bridge Street,also the Northeastern
corner of the American Legion lot;thence with the southern boundary line of New
Bridge Street North 66 degrees 45 minutes West 77.3 feet to an iron stake and the
high water mark of New River,thence with New River approximately the following
courses and distances South 1 degree 45 minutes East 46 feet to a stake,said stake
standing 6 feet East of the water's edge;thence South 44 degrees 35 minutes West
66 feet to a stake,said stake standing 6 feet East of the Water's edge;running thence
South 66 degrees 40 minutes West 106 feet to an iron stake in the edge of the water,
also the northwestern boundary line of Old Bridge Street;running thence with the
northern boundary line of Old Bridge Street South 75 degrees East 176 feet to the
beginning,containing 16,988 square feet,more or less,being the home place of Eliza
P.Morton.
41)
See Exhibit A for National Register of Historic Places information on this property.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the said premises in fee
simple,has the right to convey the same in fee simple,that title is marketable and free and clear of
all encumbrances,and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.-None.
FUTHER,that a special meeting of the ONSLOW COUNTY HISTORICAL SOCIETY was held
on January 21,2013,pursuant to proper notice to all members dated January 7,2013,as provided
for in NCGS 55A-7-05 and 55A-12-02,and a quorum having been held and the membership having
authorized the conveyance of the real property to the Grantee.
t; 01
ERWIN&SIMPSON Attorneys,PLLC-Telephone:[phone]
825 Gum Branch Road,Suite 115,Jacksonville, NC 28540
2

Pi'age.io 414
1N WITNESS WHEREOF,as the above date,Grantor(whether person,corporation,limited liability
company,general partnership,limited partnership,or other entity)has signed this instrument in the
ordinary course of business,by the signature(s)below if its duly authorized representative(s),as the
act of such entity.
N/A If initialed,the property includes the primary residence of at least one of the
Grantors,otherwise,note as N/A.(per NC GS. 105-317.2)
ONSLOW COUNTY HISTORICAL SOCIETY
A North Carolina Non-Profit Corporation
By: dAr Pdr—
ALBERT POTTS,President
Onslow County
North Carolina
I certify that the following person(s)personally appeared before me this day,each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in
the capacity indicated above:ALBERT POTTS
Date: I - 4 —ID-Ob a(�
cls _l
(Official Signature of Notary) .,��OQ,ppN �MF7
Notary Publ' ry
(Notary's printed or typed name) VOTARI
L 2i
(Official Seal) d►
'(L
My commission expires: cal 1-
RI\DEEDS\WDSTND.FRM(010593)081302\REV010506\02120910914091082311 012213 Ave
K:\ONSLOW COUNCY1Pcllaicr House 1OCHS20C WD FINAL rcv 012213.wpd
RI7772
ERWIN&SIMPSON Attorneys,PLLC-Telephone:[phone]
825 Gum Branch Road,Suite 115,Jacksonville, NC 28540
3

of t4
PPage 4 of 14
•,.R""" .
oP„41.
EXHIBIT A TO WARRANTY
:i% DEED - PELLETIER HOUSE
North Carolina Department of Cultural Resources
. James C.Martin,Governor Division of Archives and History
Patric Dorsey,Secretary William S.Price,Jr.,Director
December 8, 1989
The Onslow County Historical Society
Mr. Al Potts, President
P. 0. Box 384
Richlands. N C 28574
Re: Certificate of Entry in the National Register of Historic Places for
Pelletier House and Wantland Spring, Jacksonville Onslow County,
November 13, 1989
Dear Mr. Potts:
Please accept the enclosed certificate which states that the above-referenced
property has been entered in the National Register of Historic Places. You are
most fortunate to own and preserve a property that justly deserves this honor.
The National Register has been called Na roll call of the tangible reminders of
the history of the United States." It is, therefore, a pleasure for the
Division of Archives and History to participate in this program and thereby
make our nation aware of North Carolina's rich cultural heritage.
In order that we may keep our records up to date, it would be very helpful if
you would notify us of any changes in ownership or of any major alteration of
the property, including moving, destruction, remodeling, or restoration. We
appreciate your efforts and your cooperation in preserving the best of our past
for posterity.
Sincerely,
(01(1)11444 (§ ' ;-41:1).../y////1 /./
William S. Price, Jr.
State Historic Preservation Officer
WSP,Jr./air
Enclosure
C: The Honorable George L. Jones, Mayor, City of Jacksonville
109 East Jones Street•Raleigh,North Carolina 276i i
(919)711_73f1S

Pingeg0414
4%.
STAB c-
H. d 0r,Y 70.IAS t
11
41
i t
• :�1111 i
\1 - - .t;. ., i
tote of Inrtt Iarut ttu
Pt irnrtxnent of (guttural Peosurces
!ib11111 of Pactlitles arab Aiotarg
This is to certify that
PELLETIER HOUSE AND WANTLAND SPRING
JACKSONVILLE
has been entered in
THE NATIONAL REGISTER OF HISTORIC PLACES
by the
United States Department of the Interior
upon nomination by the State Historic Preservation Officer under
provisions of the National Historic Preservation Act of 1966(P.L.89-665).
The National Register is a list of properties"significant in American history,archi-
tecture,archaeology,and culture—a comprehensive index of the significant physi-
cal evidences of our national patrimony." Properties listed therein deserve to be
preserved by their ownerkas a rt of the cu eri a of our nation.
GUI'
-
I?iredor,Division of Ar hives/ d History
and
State Historic Preservation Officer
November 13, 1989
Date Entered

Prage to o�f414 •
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P1'a6e frolf414
to+ THE ARCHITECTURAL. HISTORY OF ONSLOW COUNTY
Pelletier House and Wantland Spring The Pelletier House is notable for its front porch,en-
Old Bridge Street gaged under the building's hip roof,and a thick layer of day
Jacksonville on the ground under the crawl space—a preparation seen in
185os other nineteenth-century county buildings that may have
The ravages of weather and fire have depicted down- served to deter termites or weed growth.The chimney rises
town Jacksonville's stock of antebellum buildings,with one between the two rooms of the interior and has fireplaces
notable exception: this perky Greek Revival building was with simple Greek Revival mantels.The Onslow County
built by merchant Rufus Pelletier in the t8Sos ro serve as his Historical Society acquired the house in 1957,and in 1974
office and bachelor quarters.The building stands on the society member Knox Council carried out a sympathetic
New River waterfront at the site of Rufus and brother rehabilitation.
William Pelletier's turpentine distillery—the third most pro- At the foot of the bluff below the house issues Wantland
duct-lye distillery in the county in Olio—anti it may have had Spring,a determinant in the selection of the site of Jack-
some connection with the family business,which included a sonvllle for the county court in 1753.The spring now flows
store.Mother possibility is that it doubled as the town post into a concrete basin amid landscaped surroundings, but
office,given that Rufus Pelletier was postmaster in 1856 and during the days of the Pellctiers'distillery(and earlier distil-
again in the 187os.The resourceful Pelletier also took on the levies at the same location)it would have been put to use
job of magistrate,and there is a tradition that he conducted supplying water for the distilling process.
weddings in the building's front room.
•
Pelletier House 'r,•� `�r"
•
interior f k
fla
y ••
—
•
Wantland
Spring .

jot t.4
Pl'age a or 14
UPS Fae 70900 OMB ae.10744010
(A.v.MO)
United States Department of the Interior
National Park Service
National Register of Historic Places
Registration Form
This form is la use in nominating or requesting determinations of eligibility for Individual properties or districts.See Instructions in Guidelines
for Completing National Register Forms(National Register Bulletin 16).Complete each Item by marking"x"in the appropriate box or by entering
the requested information,lien item does not apply to the property being documented,enter"N/A"for"not applicable."For functions,styles,materials,
and areas of significance,enter only the categories and subcategories listed in the instructions.For additional space use continuation sheets
(Form 10.900e(.Type all entries,
•
1. Name of Property _~-- ____ -- ______
historic name, Pelletier House and Wantland Spring__
other namestslte number
2. Location -'
street &number Old Bridge Street at New River N/A -Ei not for publication V
city, t9wn Jadisonville• . N/A [Tctnity
slate North Carolina code p ' __ county (In510w ___ - code )33 zp code2854fl
3. Classification
Ownership of Property Category of Property Number of Resources within Property
Qpri3ale 1jbuilding(s) Contributing Noncontributing
Ej public-local El district _a_ buildings
ET, public-State . ❑site 1 - sites
0.public-Federal Q structure structures
❑object `•.s —� objects
__ �^Total
Name of related multiple property listing: Number of contribiling resources previously
ifistoric e_pd, �feittural.Re;z„ources listed in the National Register 0
of Onslow County. .iI.--.-- -- -- _--- --
�4.__SState/Federal Agency Certification
As the designated authority under the National Historic Preservatidri`.Act of 1966, as amended, I hereby certify that this
E nomination❑request for determination of eligibility meets the documentation standards for registering properties in the
National R ister of Histor laces an meets the procedural and prote”ionat requirements set forth in 36 CFR Pan.00.
I In b• qp'r cr, the t're .. meets does not meet the National Register criteria.Mee continuation sheet.
Signature of certifying OM date
State or Federal agency end bureau
In my opinion, the properly❑meets El does not meet the National Register criteria.0 See continuation sheet.
Signature of commenting or other official Dale
fSlate or Federal agency and bureau ' -- —_
5. National Park Service Certification
I. hereby, certify that this property is:
❑entered in the National Register.
❑See•continuation sheet.
[]determined eligible for the National
Register.[]See continuation sheet. _ _ — ____ __. -
❑determined not eligible for the
National Register. • - ..-- - -
El removed from the National Register. _ __-____________ __-
Pother, (explain:) . •
— • Sinnarnra nt'ha Kaeoer Dale of Action

Di 1.4
Pi age f or 14
6. Function or Use ------
Hislotic Functions(enter categories'from Instructions) Current Functions (enter categories from instructions)
1-Xlm'stic: single l-1- cj • .ar-.reat-inn an*fti Litt rrp_ Nritcnim
Ca rcwLTradc?r dprartsrwnt store
7. Description
Architectural Classification Materials (enter categories from Instructions)
(enter categories from Instructions)
foundation ..0.r)•C)+ —__-- - ----
_Greek Revival • welts wood —.—
_Other• ccirmercial/atire _ -- — ------- .__---
-- roof asphalt
other wood
Describe present and historic physical appearance.
SUh1ARY:
The Pelletier House is a one-story Greek Revival frame office/residence situated
on a bluff above the New River in downtown Jacksonville, North Carolina. Probably
built in the 1850s, the Pelletier Rouse is oriented with•its three-bay narrow end
fronting Old Bridge. Street, the main street of Jacksonville during the nineteenth
century. Other features of the building include a hipped roof which. engages a front
porch, a brick chimney rising through the one-roan (formerly two-roan) :interior, and
a back entrance. Between the Pelletier. House and the river.is Wantland.d Spring,• which
was a determinant in the .Location of the county courthouse. at the site of 3a.cksonvi1J.e
in 1753.
•
Pl LLETIER HOUSE:
The foundation of the Pelletier House consists of stretcher-bond brick piers with
header courses across the top. The brick cap of the interior brick chimney also has
a top header course. Extending under the building and within the perimeter of the
foundation is a hard-packed.clay surface which projects up to six inches above the
present surrounding ground level. Similar prepared clay surfaces have been observed
under other nineteenth century Onslow County buildings (see Onslow County Multiple
Property Documentation Form: Vernacular Dwellings. Mud-and-stick chimneys).
The Pelletier House has a frame structure with hewn sills and floor joists which
are fastened together with pegs. Other framing connections are fastened with nails.
Originally the Pelletier House was roofed with wood shingles (presently it is roofed
with asphalt shingles). The building has plain frieze beards which are interrupted
by plain- corner• boards at the back (north) corners of the house. A simple Greek
-Revival crown melding runs at the meeting of the frieze boards and the eaves.
Plain and molded trim surrounds the nine-over-six sash windows on the four sides
of the structure. Originally these windows were fitted with louvered wooden shutters. .
The windows across the front under the porch may originally have extended to the floor.
The engaged front- porch has modern square posts with small molded caps, a late nine-
teenth or early twentieth century beaded tongue-and-groove ceiling, a rebuilt floor
incorporating floor boards from the interior.
Originally the interior of the Pelletier House was divided into a front office
and a rear dwelling roan. The partition between these two roans was interrupted by
the chimney. The chimney has front and back fireplaces with original wooden mantles
in the Greek Revival style. The front mantle has a simple molded post and lintel design.
Nil Sea continuation sheet

Piage1oor14
Nes Form 004)0,64
0'611 owl Anpc.a No.10 44211
United States Department of the interior
National Park Service
National Register of Historic Places
Continuation Sheet
Section number Z_ Page _ 1
The back mantel has an even simpler post and lintel design, narrow frieze. The
original plaster walls and ceilings and wooden flooring of the Pelletier House
have been replaced.
In its present state the Pelletier House corresponds to its original form.
During the late nineteenth century, Ruf&is Pelletier made additions..to the house
to accarrrodate his family_ Off the back a frame two--roam kitchen and dining roan
wing was added attached to the main block by a breezeway. This wing had weather-
board siding, six-over-six sash windows, an interior flue, and (by the early twentieth
century) metal roofing. An early twentieth century photograph suggests that this
wing was poorly constructed; the northeast corner of the wing had subsided and the
weatherboard siding appears uneven (Tucker Littleton Collection). This wing, and
a roan or rooms added to the east side of the Pelletier House, burned during the
late 1950s (Mrs. Roscoe Taylor, personalcommunication).
The Pelletier House was restored during the mid-1970s by the Cnslawv County
Historical Society. 171e Historical Society replaced rotted and fire-damaged exterior
and interior sheathing and replaced non-original porch posts with simple square posts
in the Greek Revival style. The remnants of the wall dividing the front and rear
roaes were also re-roved (Knox Council, personal communication) . Other features
which are not original include a back stoop and steps, front steps, and the transom
and six--panel door of the off-center front entrance. Although a considerable portion
of the architectural, fabric of the Pelletier House dates to the 1970s restoration,
the, extent was justified considering the deteriorated condition of the house before
restoration. Important original features such as the two mantels were preserved,
and the restoration was for the most part accurate.
WANTLAND SPRING:
Wantland Spring issues from the base of the bluff below the Pelletier House,
approximately fifteen feet fran the present shore of the New River. The spring
and its surroundings were improved in 1961. The spring is contained in a concrete
basin with a concrete outflow channel leading to the river. A bronze plaque in the
basin wall reads "WANTLAND SPRING/1731-1961". Near the spring are concrete-block
retaining walls forming terraces planted in evergreen shrubs and concrete steps and
walkways leading fran the spring to the-front yard of the Pelletier House and Old
Bridge Street. The landscaped surroundings of the spring were incorporated into a
larger riverside park located principally on city property when the latter was
completed in 1986.

Pt age1i of414
8. Statement of SignificanceCertifying official has considered the significance of this properly in relation to other properties:
CD nationally ❑statewide X[Jiocally
Applicable National Register Criteria ®A nB fJC ED
Criteria Considerations(Exceptions) ❑A ❑e ❑C n 0 ❑E ❑F []0
Areas of Significance (enter categories from instructions) Period of Significance Significant Dates
_Architecture — --_----__--- - 1850c — ra_ 1411n 185nt
Cultural Affiliation
Significant Person Architect/Builder •
N/A - Unknown —S •
tate significance of property,and justify criteria,criteria considerations, and areas and periods of significance noted above.
SUMMARY
Te Pelletier House and Wantland Spring,are eligible for the National Register
under Criteria A and C as a site of local architectural and historic significance.
The house dates to the second quarter of the nineteenth century and is the oldest
building in Jacksonville, North Carolina. The house belongs to the small group of
Greek Revival buildings which survive in Onslaw County. The Pelletier House probably
had an original commercial component and may have served as Jacksonville's post office
during the nineteenth century.
Wantland Spring, located at the east edge of the property at the base of the bluff
containing the Pelletier House, has played a significant role in the development of the
property as well as that of downtown Jacksonville. The spring was a determinant in the
location of the county courthouse at the site of Jacksonville in 1753, and undoubtably
was a factor in the development here of the distillery operated by William Pelletier and
two others as the Ward Montford Company from 1846 until it burned in 1851. William
Pelletier's brother, Rufus Pelletier, acquired the property prior to' 1859, and is believed
to have had the Pelletier house constructed shortly thereafter as dual bachelor quarters
and store, perhaps for the Ward Montford Ccrrpany's retail operation.
[K]See continuation sheet

P9age iifor 14
0401
United States Department of the Interior
National Park Service
National Register of Historic Places
Continuation Sheet
Section number 8 Page i _
HISICIRIC CONTEXT:
The Pelletier House was probably built by Rufus Ferrand Pelletier (b.1824), who moved
to Jacksonville, North Carolina with his brother William P. Pelletier (b. 1819) in
the 1840s (Taylor. U.S. Census) . The two brothers quickly established themselves
as merchants. In July '1846 William Pelletier and two prcni.nent local landowners and
merchants - George Ward and Edward W. Montford - purchased a turpentine distillery
on the New River (Onslow County Deed Book 25, page 359), Rufus probably had some
involvement in this partnership, although his name is never mentioned in connection
with others. The distillery that Ward, Mootford,and Pelletier purchased included
"the turpentine still worm tube (and) one vessel or schooner called the Speck and
one scow or flat" as well as a quarter-acre,"still yard" located on the New River
waterfront (probably the same parcel on which the Pelletier House was later built).
During this period William Pelletier also bought a lot on the courthouse square where
. he operated a store (Onslow County Court Records. Onslow County Deed Book 28, page 124).
Pelletier's store may have operated in a symbiotic relationship with the partnership's
distillery, a combination not unconr:an in Onslow County during the nineteenth century
(see Cnslow County Multiple Property Documentation Form: Naval Stores and Lumber
Production in Onslow County, 1734-1938. Early Commercial Activity. Late Nineteenth
Century Naval Stores Production).
The 1850 census of industry listed the product of "Ward Montfort Ccmpany" as
$50,000 worth of turpentine and other pine products. This value of product ranked
third in the county but was only a few thousand dollars less than the product of the
top-ranked distillery, that of David W. Sanders at Palo Alto. A year later, in the
January 1851 act of amendment to Jacksonville's corporate limits, the distillery was
referred to as "William P. Pelletier and Company" '(NC Session Laws, 1850: 707).
In June 1851 Pelletier's distillery burned along with "fixtures, a quantity of
spirits, turpentine, rosin, and oak staves [and) also a part of the bridge across
New River" at a loss of $2,500 (Wilmington Weekly Journal, June 13, 1851). Even if
Ward and Montford absorbed some of the loss, the fire probably proved disastrous for
William Pelletier's finances. References in deeds for adjacent lots, dating to 1854
and 1857, identify Rufus Pelletier as the owner of the still yard lot. (Onslow County
Deed Book 27, page 289; Book 28, page 315). The brothers may have had title transfered
in order to protect the property from seizure.
By 1857 Rufus Pelletier appears to have run into financial difficulties of his
own, for in that year the still yard lot was sold at auction to Duncan Frazelle,
possibly as a security on a bond (Onslow County Deed Book 45, page 292). There is
evidence that Rufus reserved the right to use the property through private agreement
with Duncan Frazelle and his son, Jaynes Frazelle. There is no indication that the
property continued to function as a still yard, although it was described as such until
the late nineteenth century. Rufus Pelletier bought the lot back from the Frazzelles
in 1885 (Onslow County Deed Book 45, page 294).
Rufus Pelletier engaged in a number of activities from the 1850s through the 1880s.
In 1656 he served a one-year term as Jacksonville's postmaster (Taylor. Jacksonville's
postmasters). The 1850 and 1860 censuses list him as a merchant; in the 1870 census
he appears as a clerk in an unidentified store. F'rcrn 1873 until 1879 Pelletier served

Piaage 14 0114
Ht'S Pc.,1tV1F, CAM Terre Po IC)•N1I
0441
United States Department of the Interior
----National Park Service
National Register of Historic Places
Continuation Sheet
Section number 8 Page 2_.._.
again as Jacksonville's postmaster. During the mid-1880s he served as magistrate
for the Jacksonville area (Branson, 1884). Local tradition asserts that Pelletier
married couples,in'the front room of his house, a function probably associated with
his term as magistrate (Mrs. Roscoe Taylor, persona] comunication)._
After Rufus and his wife Joanna died by the beginning of the, twentieth century,
their daughter Eliza Pelletier Morton (1872-1955) inherited the house and lived in
it until her death.. By 1957 the Pelletier House had passed to Eliza's son, Phon Morton,
who sold the house and 17,000 square feet of land to the Onslow County Historical
Society in September 1957 (Onslow County Deed Book 253, page 274) .
The Onslow County Historical Society set about restoring its new property. In
1974 society member Knox Council carried out the retoration of the house using lumber
from a nineteenth century house that formerly stood in Pollocksville, North Carolina,
and fran one demolished, Sabiston Building in downtown Jacksonville. Since that time
the Pelletier House has served as the location of historical society gatherings.
DATE OF CONSTRUCTION:
Neither the documentary record nor the architectural features of the Pelletier
}louse provide sufficient evidence to establish a precise date of construction.
Nevertheless, indirect evidence points to an antebellum date of construction. In the
1860 census Rufus Pelletier was listed as living alone in Jacksonville. The fact that
Rufus was living alone in 1860, without'boarders or servants, suggests that his domicile
was small, such as the backroan of the Pelletier House. According to _local. historian
Mrs. Roscoe Taylor, Rufus built the Pelletier House as his office and bachelor quarters,
an oral tradition suggested. by the 1860 census (Rufus Pelletier did not marry until
1863 when he wed Joanna Hines) . It seisms likely that the Pelletier House was built
by William or Rufus Pelletier between the 1851 fire and the 1857 sale or mortgage of
the still yard lot.
The Pelletier House was clearly not intended originally as a permanent residence
for a family. The building exhibits the small office form that was camlanJ.y employed
in nineteenth century North Carolina small-scale construction (see "Architectural
Context" below). Considering Rufus Pelletier's numerous camlercial and public activities
during the period, he would have required a store roan or office space. The Pelletier
House occupied an enviable ca7mercial location adjacent to the Jacksonville waterfront
and the New River bridge. It may not be coincidental that the Pelletier )louse is
situated on the still yard lot of Ward, Montford, and Pelletier. Although there is no
firm evidence that the firm continued to operate at the location after the 1851 fire,
the Pelletier (louse could have served as the firm's store. Rufus Pelletier would have
needed office space to serve him in his capacity as Jacksonville's postmaster in 1856
and 1873-79.

pPage fof4 14 14 a+e 10144.0
NI S Fro.Weel
United States Department of the Interior
- - National-P-ark-Service---
National Register of Historic Places
Continuation Sheet
Section number . a___ Page _� .
ARCHITECTURAL CONTEXT:
Stylistically the Pelletier House is related to other Greek Revival buildings
built in Onslaa during the 1850s, 1860s, and 1870s (see Onslow County Multiple
Property Documentation Form: Stylish Dwellings. Greek Revival Style). ' The Pelletier
House bears affinity to a smaller set of Greek Revival and Italianate houses built
during the late 1860s which have front porches engaged under principal hip roofs.
These three houses are the Murrill House (ON 460), which originally stood at Gum Branch
and is now located at Half Moon, the demolished Huggins House, which originally stood
on New Bridge Street in Jacksonville, and the Ennett-Hill House (ON 833) in the Snennn
Ferry vicinity. The similarity of the Pelletier House to these late 1860s houses lends
credence to the 1860s date of construction proposed by some local historians, but the
narrow time range represented by these houses may be misleading - similar houses which
do not survive may have been built at any time during the third quarter of the nineteenth
century.
The Pelletier House shares other characteristics with the Ennett-Hill House and
the Huggins House. The original section of the Ebnett-Hill House is a one-story office
with a front porch engaged under the principal hip roof. When the two-story portion
of the house was built, this office was made into a side wing. The Huggins House had
a detached office with a front porch engaged under a principal hip roof (Hathaway Price
Collection). In both instances the offices were built roughly coeval with the main
houses and conformed with them stylistically. Two other houses with detached offices,
the Cox House on New Bridge Street and the Koonce House on Old Bridge Street, existed
in Jacksonville during the late nineteenth century (Tucker Littleton Collection).
Assuming the Pelletier House was built as an office, it may have been intended
as a coaponent of a house-office ensemble which never materialized. The haphazard
way in which Rufus Pelletier later made additions to the structure suggests that he
had to make do with limited financial resources, and that he had resigned himself to
living in his office on a permanent basis.

BIM( •886P10E13l
I
%eel g4 . . .
. . .
Pt')
r-e- .�..Y_...'.� ti i s Ca orfrIPPt" STATE OF r f,sik S NORTH CAROL A THIS PRESENTED
JW NOriTftyCAR�tATx } PEA Tt i TO TAX OPT ,I
i rye:rat , ; e. Ax il ,V1.
Li 1„px "''30.00 y: O. DATE CRAWFORD COW S
gglaya
•
:.b .4.:r'c' I s STATE OF ti
( STATE OF 1{ NORTH CAR A
NORTH CPROL�a7A li
.` j ffff R6A rATa
t n aL T re I ��• CxPIS TAX ,
•
e.} •ta.,., dsee TAX t.' , �50? •
6S;�Sa 14 MR, 6 Ph t 42
•
Excise Tax Recording Time,Book and Pap
Tax Lot No. Parcel Identifier No.
Verified by County on the day of ., 19...........,
by
Mall after recording to
This inetrument was prepared by Roge,r....A..,...M.o.o.r..e..Attorney 10,0.,.,D,1.d,.,.B;r.,i.d.ge_..S_t......J.a.e,k.a.O.11v.il.le.
• Brief description for the index i NC
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ,Q ......day of February , 19.84....,by and between
GRANTOR GRANTEE
CHARLES B. POWELL, JAMES F. DAVIS ONSLOW COUNTY, a body politic
and 'WILLIE R. PADRICK and corporate
TRUSTEES OF BURTON-COWELL POST
NO. 265 of THE AMERICAN LEGION
•
Eater le■pprapriate btaek for each party: name•address,and,U appropriate,character of collie,e.¢eorporaltsn ay parlaerahtp,
The designation Grantor and Grantee as used herein shall include said parties,their heirs, successors, and assigns,and
shall lncil.de singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which Is hereby
acknowledged, hes and by these presents does grant, bargain, sell and convey unto the Grantee In tee simple, all that
certain lot or parcel of land situated in the City of . ............... ................. ...Ja c kAp n v i l i 0 Township,
. .,.... . .. .. .. County.North Carolina and more particularly described as follows:
Lying end being on the North side of Old Bridge Street and the South aide of
New Bridge Street beginning at the Southwest corner of the Sallie Scott lot
•
on the North side of Old Bridge Street; thence running Northwardly with the
Sallie Scott line approximately 150 feet to the South aide of New Bridge
Street; thence with South aide of New Bridge Street westwardly approximately
94 feet 6 inches to the Eliza Morton line; thence with Eliza Morton line
Southwardly approximately 150 feet to Old Bridge Street; thence with Old
Bridge Street Eastwardly approximately 94 feet 6 inches to the beginning.

Ppal 3 o!3 .
6$6PdcE138
Tae properly bersinabovo described was acquired by Grantor by instrument recorded in
A map showing the above described property 1s recorded in Plat Book ., page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor Is seized of the premises in fee simple,has the right to convey
the same in fee simple,that title Is marketable and free and clear of all encumbrances,and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
•
•
u, WITfea a wbxa•olr, the Oraeter h.e h.reuale tot nle hmd.ae oral,or u uroetau.eta wised lLh instrument ta be signed an
lv w
a•erate asset h7 Us dal"sutherla.d•tfle.re and ife seal le b.hereunto affixed by authority •t to Mod .f utmost*, the day sal year IfN
above writhe. BURTON-COWELL POST. NO. 265 OF THE
(SEAL] AMERICAN LEGION MALI
X41 NIX B11dtDi G
President x Charles B. Powell— Trustee
ATTCIT, c«r = caws
sees/ F./Daviilts- Trustee
I....w,..�f aMtetar7(Corporate•ad) //, 14 SIB a.11.t4. (66AW
.��.�'y , �. sere' {rtl.C!"_ fff
I;�;`.:=,S; T% Onalow Willie R. Padrick- Trustee
atiCratwDer..:f ,St/�% Kohn: CANOLINA, c.anu,
•a`.f•� t .A•l'•,'a`; r r,a Notary Public of the County and State ef.tetald, certify that Chae ..eo•-•B.5..RoG te•1.1•r
! `t'• •''or .�.+: JAMEs..F.__AaYis..dt..11j.1.boss.R....Pasir.3a�...Truat`ees..as~..Euuxan�ofaat.4
' • Fes n°4:pva13tsdtbdli imitaiihsw "d id as cutfati irl.resans laeuorsorm Maine fay
t'. tit 2ads �s IK.T...
• �e ills' "'ti p band and official stamp os teal � ..day e(.�1.A j�
••d" ) 429 /fall ( t� , .�..4!i Nouer "abut
ell eommladea expireu ):):il t.. / �---•
a1AL-ITAM► NORTH CAROLINA. Courtly.
•
1.a Notary Public of the CaanW and state aforesaid, atraf7 cast
,x pets•nslly earns before ma tail day and sela.wleds.d that....he t. •ecr.tu7 at
aa North Coteau ea►terallsa.and that by,dtaottt7 loll
•,via and at tea art of IS. torpor/AM'. the fektelat 411tfawext was dined la ae M,m by as
• Maddest.sealed with Its soroarat&nal sal.tuned ti7 al its anHtarr.
Wiliam my Mad sad aftkW stump►f seat,this.......stay Cl ..is
sty sammlud.a expires: N•tary mu. 111
• The scrotal cuutkauto of Rul3Y..A f. .

rage
�of 11 I
•
sass...-�.:{Ya...S';-""'r•..-..- ¢•.�.,�,:,..�,�.•S-,r- •- - _ _sa ss.a..d. f._ 1•� -_,,,,r-, ,r!:,-0-,0,r'^•ilyr r'ierF,,•^', r•w.:C
Tieccts
�;,,, 't':t 30% 't. ..
•...
lw ^, , 346 HENRY MILTON LOY, JR ST AL 10-13-70 i {I�
ON8l W COUNTY WARRANTY DEID „r•'"••'e,"^i ,;I' •
SUMO,NOR7HOAROWNA-Oeaee Omen�/_4, 7g�i I.> ,,f
.ht he raa.teh 03rd duo July, 1970 ' .tr' P', �. • .
•'• Henry Milton Loy, Jr. and wife, Mellen J. Loy; and W. N. Loy and rife, Muriel Ladd .. I.,, l l •
s
't }?Loy; and Mary Yard Loy Cowell and husband, A. Y. Cowell 't� • :
�.' n Onelow Coady sae SlaI.et Nen Carona&et the!Nat s.et.to !L 1 •,,•
Onelow County :► .•,)
r et Onilow Camel and dtauet Nail CaNMIa11.t of lb.NMI PM;
wrn+eedern,Tbn ted part ice d u.art part for and la enatdaatles of Ten ($10.00) Dollars'
r aid ether reload*dethteretlatu •le - NIA y oaf/out y
t• d the weed port,lb.reeds et Web II hereby attaewleded,fa V. Ntplaed and add,by them dived de bunts,Ball sod weedy to sad
Pa, d the aaeeed part its held apt tuta=a("Kiln tract oo pual,.f toad to Jacksonville Yi.nfala '
Out..CH.atr.Milo of North Carolina.keels{to fobs..eh: •' ,.'
. jtt Lying and being in the City of Jacksonville, Onelow County, North Carolina and
being that tract of land bounded on the Toot by New River, bounded on the East
by the property known as the Ketchum Property, bounded on the South by Old ii.,..
Bridge Street and bounded on the North by the property owned by the City of•
Jacksonville known as the Old UO0 Property .(Pin. Lodge). I,
•
Subject to utility easements as are of record or on the property, I•h
1
f. The parties of the first pert in conveying the property above described hereby t•'- •1 .• '
convey all riparian rights including accretion along the obese line of said
property.
••
• .
t
•
I
'70 NATE AND TO HOLD the dermal(tort or hued at WA aid all redhead tad g r b.perteetotbades to said port y • ad tan ' , . '
aeaad pact its feed Pad wipe In fa Weida,(motet
, And lb.ow pall lea at lba drat pelt fee the/twelves, their aefrs,amino,neither ton ado n lsi.trater;.etaal ^
with Add put y .;ea e.eead Mrs its behead!awns.tail they are.etew of odd wedded 11 tw,lad tun the(tilt to beam •
the pas le 1t►atmple;That the("ea are free sod dear trim all estembrsear, \
G ,aid that they wilt panedMod adroit the sad two the red.nloat lM lawhl tW ota of all
se .pfemawa* .
IN?Renmota NNIRDO7.T1a told put tee et II,diet part lu.lamest,Id their heads and eat m.lay sod year abet.wilds,
11 STAMPED AND CANCELLED Henry Milton Loy, Jr. (dEAL) •
"REV STAMPS AFFIXED" $10.00 ,
I Mellen J. Loy REAL) , ,• . .
•
' •
Muriel Ladd Loy lento) t'
• Mary Ward Cowell (Heel)
• Att.eti _ _. —_—-- - A. Y. Cowell ,tawAt.)
• NORTH CAROLINA, '
1 ��Ceara, I. T. L. Nulton ,a Notary Patti ,,.
i la Mad wiz Oeaalr and Ml.lo le buoy enrtlfr slut W. W. icy end eLfe,MtQ i.l Ladd Lay; and Mary , e,
Marie Loy Cowell and husband, A. Y. Cure 11 pe17,ee11,apposed before w this dad tad aataa whaled the noodles et ..
• the f.ree.lau deed of eoatgaer..
witness el hied ell dal1Hal bed tfb 3 Ora August ,1f 70. .. ',
fir anmtnla.loa tapes 25 day of July ,it 71. P. I. Nulton •
IV,P.enl Ia/.'At.I
NaatpeMNOMNAtee.l..re.mary NORTH CAROLINA, CLEVELAND COUNTY. I, Modean Rhinehardt,
a%MUt PV4 c' n "'ior_eales;22nly Bta e o dereby certify that Henry Milton • ,
�� tasultifi.larljtiirtirs4rir.aasaikaeig rse unAnix°•t�Rs .la..t+�•4w•d.- I�'f '
t •Iwtheect•ordi..ikortm lw.lsa.t+.s. -
t William tar but fed lSeiolaut ON 30 dais of July .9 70 .
N,r,Coal f°. '
i• my fbmmlaton Rolm I 11 day of June, 1971 Modean Rhindherdt, (mu.) • l,l
NORTHCAaOt.tNA• ,damtoreset" �!. L. Nation i Medina Rhimehardt Iaeertl0d ./Odder Carat 5
be to t.twet Thta jegtanost wee irwei1M tat redaddd.i alb day and Lau sad Poly rosters to in,moo d Oil&glair if Dash et Oetfow 00109.7, a

•
PPat I of .. _
Real JI'Olsd:• �..r..
47
i.,
t 1,
J POWER OP*T'rOA}n Y1 •
1;
IU DS ALL irSlf VI THESE PRKSENTbt That I, Donald C. Taylor of the County of ;
Carteret and State of North Carolina now in the native military eerviod of the
United States and station at APO 03, U.S. Army being desirous of appointing an ;!
,•t'^ sue upon, compromise or othemise adjust arty claim, debt, bequret,•devise or .of attorCarineowy in
an footthm toState cot for
o! meforth om myCorolirra my behalf on
tru alle mettereandlawful inattor slrtepne y i may hove an
interest, do hereby nominate oonetitutei and appoint Shirley A. Taylor or the County
.. I
t in loot, with
'� full power to pledge, mortgage, or exeoute deeds of trust for, sell, trnnefer, II ,I
aeaign, exohan„-e or othorriee dispose of Any or Ali of ny' property! real, prraonal j
II
or mixed wider euoh tens or a:ndlt/one as she nay deem proper, Idle to execute nail
deliv;r good end,euffiolent instalments for the noaompliehuent thereof! to oolleot,
I
Inheritance. in w ioh I now or h:reatter may have an interest including Authority ,
•
expressly Riven herein to sign for me and on my behalf any or all vouohere or pay
••' • I and allowances or for other naneye nos due or to become due me from the Government d {
' of the United State. sal to receive, tndoree, and collect checks payable to nr drown I' '
;, on the tr neurer of the United States, for whatever account and to give full Ur..
• ohnr.,e t.ere-or; to pny, au.tproaise, or otherwise discharge and secure relsnsee from
any oblirattone or claims against me; to deposit in my none and for my eoecuht with
te'. 1 • Any bank, banker, or trust 000yany are, ohea>:, inoluding the aforenenti oned cheeks fk g
I dmwon on the Treasure? of.the United States, wnieh may come to her hands ne such y F
•
I t, attorney, anti all money payeale or belonging to me and for that purpose to signt
4 my name and indorse the same for deposit or collection Ant tr:a tine to time t I
withdre An�y and all muter; deposited with the aforesaid depositories, or Any other I
M 1. drp+ n 0c1tozka now
or hereafter having momeye belonging to me, and forthnt purpose to 1
my• name. 1
•
;
Purther I da authorize to,, my aforesaid attorney in fact to perform all
neeeesary nets in the execution of the ofor said auth^.vrisation, mad I do hereby N is
expressly declare that the powers herein granted to my aforesaid attorney in feet
r! ' delta not be construed ae liiit.•d to those matters hereinbefore specifically ■et j
r - I forth, but rather shall be oonetred to broadly include Lind enbrnoe full aria ult. I
►.,'" I united power and authority to do any and all other lawful eots or things which I ' '
'' could do if personally portent hereby ratifying and ooaf/ming whatsoever my said
attorney shall and may do, by virtue hereof, in the premises.
%•.. tti
•
. i • Exeouted this 2 7 day of June, A.D. l05.
t i Donald C. Taylor.
• Before ms, the undersigned authority, on this dayperea,wlly appeared j •
Donald C. Taylor, known to ne to be the person whose name is subscribed to the fortt.,
'i going inetruaent and Acknowledged to me that he executed the enno for the aurpooe
I And considerations therein expreae 4.
IC
to before me on this 27th day of June A.D. •
8. J. Prnunberper,
`: let Lt. 29th Infantry
Personae wdjutnnt.
Pt^ I MIRTH CAtoLXUA
to' • 1 I' CfBLON 031111T11.
• The foregoing oertifioate of 8. J. Praunbe:ger, lst Lt. 325th bits is adjudged
to be correct and euffloient. Let the instrument together with asrtifientes be
., ; 9 registered.
', I • altneee my band and seal this the 25th day of January, 19k6. 1J
,:!' I J. R. Ourgenua, Clerk Superior Court,
•
i • , Piled for registration at l ololook P. U. January 25, 1cy46 and duly reoordea jemmy",• '
;;'f; ' el, 1g�16. ,
t J. B. !earth, Register of Deeds.
1
•%•• ; #IN,91###ifin'iiiiiiiiiiiigiiiiii0 iliiiii'iiialiO '6#Midiriiill,INPOONifigi'NAINIfinileinli
7 I
- DEED I
i wARD OP OOUN7T 001GiISSIONER8 j
,;i.• •
..,,•• , ll p THE Son or JAOSSONTILLi.
, NOR?hl OAIDLINAr •' CMICLotr MUNTIt �,
THIS DEED, Made this the 16th day of January, 1946, by 1. U. tnnett, J. 0.
: ,?ettewa A. B. Moore, V: Viator,ientere, and Thome J. Marshall, oonatitutUg the Poar4
i of County Commissioners of Onelow County, parties of the first r
daokeonrille, A municipal corporation, party of the sego part, to the Toen or
ad party
a

r5igtie3of7 •
r ,Pea/ fa0adel
,, 800.�C�Dr ,I. _ U.
--
I1, WiTNESSETH, that avid parties of the first port in oonsideretion of the ewe of t.•
' j, ;I One {01.00) Dollar, to them paid by the party of the Second part, the.receipt of whtoh t ' ' , •' '
y Se hereby so'orowledged have bargained, nrd bold, and by these prevent., do g'nnt ba
gain, sell and convey to raid party of t:u second part, its 4uooeeeors and assignr s, '
i, certain lade in the Town of Jacksonville, North Onrolina And described as followst
1 Y Lying on the South side of :'allnan Street in the Town of Jaokeonvtlle, North I I,`
;} Cnrolinn, Begriming on Taliann Street ct the corner between lots 14 and 15 which I° 'I!
E i begiaity; point ie North 66 degrees 45 ninutee West 550 feet from the interaeotion
f, of Tallman Street with Curt Street and running thence with Tallmur 6tr•et North 66
• degrees 45 minutes Wert 30 feet; thenee South 1g degrees 10 minutely West 140 feet to a .'
• I. ditch' thence South 66 degrees 45 minutes Enet f30 feet to the corner of Lot Nlo.•1
' II thence North 19 degrees 10 ninetec East 140 fee to Tallman Street, the beginning, I • 4!i and seine a portion of Lot Ho. 14 as deeoribed and defined on a plat of the Tallman ,' '
' cub division recorded in book 160 at page 36, Onebow County Regiot
rl. c.
Also nil of Lot No. 13 in the Bub division of the property of R.R. Tnllm+vr , Il.•%•
•
formerly the property of Amt. R. Murrill +s►4 having a frontage of 3 ft. on Tallma�t11 • '
• . Street, a depth of 1 ft. • dtetanoe of 60 ft. on the batik end and approximately 1+r0 I , .i • .
• ' pft. with New River and being Lot Ho. 13 in said Tallman Sub division a pint of which 1 • „ i'
ie recorded in book 160 at page 437, 0nelow County Registry, and cilia plat and the t
' • 1 record thereof is by reference ineorporoted herein. •;
•
II Ii Sa
TO HAVE AND TO HOLD the aforecaid tract', or parcels of IMd and all privileges j
'I
• 'I: and aopurtenanceo thereto belonging, to the id party of the second part, its auooens.. - a;
ore and aoeigne, to its And their only use and behoof forever. I,
,I• And the said parties of the first part for theneelves and their euoeeseor•e ; - '',;V
in office oovenant with cold party of the 'mound port, Its euoceceers and a+;signe,
that they have n right to convey the above described prope••ty ae a Board of County ' )
' Coeolasionere and that they will forever warrint end defend the Said title to the :
• •, ' .j same nrninat the claim. of alj percent, whomsoever claiming under, by or through them ,'. :' i
. I the Said grentora ne the Board of County Conaieatoner•e of 0nolow County, North Oaroline : ' i• and no further. •
t TN TESTfl10NY RNEEffi0t, the said H. U. Ennett, J. C. Pe'teway, H.B. !bore,f , W. Victor Venters rend Thonne J. uarahall have hereunto set their handy and seals the I .
day and year first above, written, •
•1 •
� • H. 11. Ennett (S@al)
T. Victor Venters 18ea1
Tnoe. J. u•rehall Seal
•• �i• J. C. Petewn,y �{ Gen' •t
6 $i$HA GV aOL7771r M1,t. �ONEM 7 "' • s ,
OF 0116LOU (MINTY. I.
•N0?TH CAR:LIr Ae ,
' • • ,i 1 o.irrLox commis • 3
'' ' • 3. ; i, Nora E. Phillips, Asst. Clerk Superior Court, do hereby certify that H. U. �.' '
ALanett, J.C. Fettering, H: B. {:,note, W. Victor Venters and Ti oae J. Lrnraball, constituting
'I i the Board of County Oomzibeionere of Onalow County, personally appeared before me this ,
,' day and aobeowledged the due execution of the annexed deed of conveyance. Let the i • ' •
• t' . instrument together with certificates be r•efletered. • '
Witness my hand and seal 'hie the 4 day of January;1946. ,
• Nora E. Phillips, Met. Clert Superior Court. I ' !r
•
;Filed Pannier,for ,registration at 11 o'clock A. U. Pebar, 4, 1946 and duly recorded February I' • ' .
�t4t, 19461
J.,B. Murrill, h3egister of Deeds. i',.. .
'
• . - I iikiN4,r 0-%##�ryN�r�rl##wlw14#0l l�0##.4fkkik,,r,h, ogle#r ###.4 Orel Millll rr�rrrl�r#l��,r, NUM P.
; • ;
• - HARHAIrrY DLED' i,•'t
• 'W. D. AN*H A flSt 0 , `
' I 10 ?
• ' i J. O. :1ALTCH A Bli'C t .�
' NORTH CATOLIPAt i, , • '
, t
OCT?;BL CCUtrTYt �: I '
• 'i•
• ThO:S TEED Made this the 14th day of December, 1545. N. 1a. man one wire ,/,l r. 1
:i iLucille B. Mare, of Onelow County, North Carolina, parties of the first part to J. . "••'► •
'
' •' i ; altos anil Poona ps rife, Ole,, 6. *altos of Onaloe County, Worth Carolina, potties of the • ;.�L' ;
•
• I-t t!ITt1tOSETH that said.R.D. aeon and wife, ' , }', :,'
•
• ' F'' 1 of one Madrid (0100.00) Dollars and other valuabl 0000neideretions,�to them paid tiedJ"•'
S p byJ.1. I.,'r• TTTTI. ' .

• wax 724ricE617 Airs yorstmai
•
TO TAX ONCE
OATE...o2/,� . 1 A4.
CRA OSD COLUT..► re
111 After recording, mail tot City of Jacksonville, City Hall, •
Jacksonville, N.C. 28540.
This instrument was prepared by WARLICK, MILSTRD, DOTSON AND
CARTER, Attorney at Law, 320 New Bridge Street, Jacksonville,
North Carolina 28540.
QUITCLAIM DEED
NORTH CAROLINA:
ONSLOW COUNTY: .
KNOW ALL MEN BY THESE PRESENTS, that I, HATHAWAY PRICB,
single, of onslow County, North Carolina, for divers good causes
and considerations thereunto moving and moro• particularly for Ten
Dollars (S10.00), received of THE CITY OF JACKSONVILLE have
remised, released and forever quitclaim unto the said CITY OF
JACKSONVILLE and to its sucessors, executors and administrators,
justly and absolutely remise, release and forever quitclaim unto •
the said CITY OF JACKSONVILLE, and to its successors and assigns
forever, all such right, title and interest as I, the said
HATHAWAY PRICE, single have or ought to have in or to all that
piece, parcel, tract or lot of land lying and being in the City of
Jacksonville, Jacksonville Township, Onslow County, North
Carolina, and described as follows:
Commencing at a point located where the centerline of Murrill
Circle intersects with the Southern right of way of U.S. Highway
17 and N.C. Highway 24 (100 foot right of way) as claimed by North ,
Carolina Department of Transportation; thence along the Southern
right of way of U.S. Highway 17 and N.C. Highway 24 as measured in
a general Northwestern direction approximately 519.53 feet to an
existing railroad spike along the Southeastern margin of Riverview
Streets thence along the Southeastern margin of Riverview Street
South 32 degrees 08 minutes 00 seconds West 36.81 feet to an
existing iron stake; thence crossing Riverview Street North 61
degrees 40 minutes 00 seconds West 68.88 feet to a point; -thence
South 83 degrees 06 minutes 30 seconds West 20.84 feet to an iron
stake located along the back of the curve of U.S. •Highway 17 and
N.C. Highway 24; thence South 44 degrees 08 minutes 30 seconds ,
East 44.28 feet to an iron stake located• along the back of a curve
of Riverview Street; thence along the back of the curve of
Riverview Street South 32 degrees 20 minutes 30 seconds west
181.45 feet to an iron stake, said iron stake being the TRUE POINT
OF BEGINNING: thence along the back of a curve Of Riverview
Street South 42 degrees 28 minutes West 190.07 feet to an iron •
stake located on the Southwestern right of way of Tallman Street;
thence leaving the right of way of Tallman Street North 62 degrees
04 minutes west 36.63 feet to an iron stake located in the mean
high water line of New River; thence along the mean high water
line of New River North 27 degrees 11 minutes East 150.44 feet to
an iron stake; thence continuing along the mean high water line of
New River North 10 degrees 51 minutes West 44.05 feet to an iron
stake: thence leaving New River and running along abrick retainer •
wall and the Southern property line of Nora J. ockuly and Eugene
J. Ockuly South 61 degrees 40 minutes 30 seconds East 113.89 feet
to the point and place of beginning, containing 0.27 acres and
being a portion of•. the property as shown in Map Book 1, Page 22, •
Onslow County Registry, according to survey of John L. Pierce,
R.L.S., L-2596, on January 16, 1985.

Prase 1 of?
- s
• BOCK 724PAct618 •
TO HAVE AND TO HOLD the above released premises unto it,
the said CITY OF JACKSONVILLE, its successors and assigns, to its
and their only proper use and behoof. forever; so that neither I,
nor either of us, nor any other person in my name and behalf,
shall or will hereafter claim or demand any right or title to the
premises, or any part thereof; but they and every of them shall,
. y these presents, be excluded and forever barred.
Wherever used herein, the singular number shall include the
plural, the plural the singular, and the use of any gender shall
apply to all genders as the context may indicate.
IN WITNESS WHEREOF, we have hereunto set out hands and
affixed our several seals, this the 2.5 day of February, 19B5.
C>X7Z-•y4j cJ (SEAL)
'Hathaway ae ce, single
•
NORTH CAROLINAI
ONSLOW COUNTY;
I, Cheryl O. berayno.n a Notary Public in and for said
County and state do here'6y certify .that Hathaway Price, single,
personally appeared before me this day and acknowledged the due
execution of the foregoing instrument in writing for the purposes
..theykia,,expressed.
...'W.tin,ess my hand and notarial seal, this the Z5+11 day of
c:4:•r•'•..;.. Q• J? ' —
s
tt4'CgT nission expires; 3-tS-Sri
x0RTH CAROLINA.thaw of Cheryl A. Beraman
� Coto)'milled to • • �ortoolata.� re r art •ab„om M aw a,d la Ae.la
•
;A. a -
y,,,r moo..
111

r
co
GENERAL NOTES: STRUCTURAL NOTES: ........
STRUCTURAL DESIGN w
DESIGN LOADS: Importance Factors: Live Loads: 1. IF ANY CONFLICTS OR DISCREPANCIES ARE DISCOVERED BETWEEN THESE O
1. JOISTS SHALL RUN PARALLEL WITH BOARDWALK AND RAMPS SUCH THAT Wind (Iw) 1.0 Roof n/a psf cii
Snow (Is) 1.0 Mezzanine n/a psf DRAWINGS AND THE NORTH CAROLINA BUILDING CODE, 2018 EDITION (HEREIN ¢ U
DECKING RUNS PERPENDICULAR TO THE DIRECTION OF TRAVEL. I 0 100 P REFERRED TO AS CODE), THEN CONTACT ENGINEER FOR CLARIFICATION. V)
2. RAMP SLOPE SHALL NOT EXCEED 1:20 IN THE DIRECTION OF TRAVEL AND SHALL Seismic(IE) Floor psf
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING ANY WORK z g
O g O
NOT EXCEED�4" PER FOOT CROSS SLOPE. Wind Load: Ground Snow Load: 10 psf OR ORDERING ANY MATERIALS. FL 8,,,, u--.<
3.ALL CONSTRUCTION DEBRIS INCLUDING TREE (AS NOTED)SHALL BE REMOVED Ultimate Wind Speed 150 mph(ASCE-7) 3. THESE DRAWINGS ARE FOR THE CONSTRUCTION OF A NEW VINYL SHEET PILE ?
FROM SITE AND DISPOSED OF IN A LEGAL MANNER. Exposure Category C BULKHEAD/RETAINING WALL AND FIXED PIER. cx
W cw M
4. CONTRACTOR SHALL SUPPLY CLEAN SAND FILL AS REQUIRED TO BACKFILL Wind Base Shears(for MWFRS) VX= n/a V,.= n/a 4. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE Ce 5 M
WALL AND ESTABLISH GRADES AS SHOWN ON SECTIONS AND DETAILS. ^ RESPONSIBILITY OF CONTRACTOR. CONTRACTOR SHALL TAKE ALL NECESSARY � CD
5. ONSLOW COUNTY WILL REMOVE ALL BENCHES, SIGNAGE, TRASH RECEPTACLES, SEISMIC DESIGN CATEGORY: ❑ A M B ❑ C ❑ D
PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE c cl
PICNIC TABLES, ETC. PRIOR TO CONTRACTOR BEGINNING WORK AND WILL Occupancy Category(Table 1604.5) ❑ I NI II ❑ III ❑ IV DURING ALL STAGES OF CONSTRUCTION. Lc) CI
¢
REPLACE THEM AFTER CONTRACTOR'S WORK IS COMPLETE. CONTRACTOR SHALL Spectral Response Acceleration Ss 15.2 %g S, 7.2 %g 5. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED. -
COORDINATE PLACEMENT OF SUCH ITEMS WITH ONSLOW COUNTY. 6. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF ANY EXISTING
Site Classification(Table 1613.5.2) ❑ A ❑ B ❑ C [� D ❑ E ❑ F 1
6. NO OTHER PORTIONS OF APPENDIX B APPLICABLE. UTILITIES PRIOR TO BEGINNING WORK. %%vomit.
Data Source: ❑ Field Test [ Presumptive 1:-.] Historical Data ���4. *�'�d
7. LAYOUT IS PROVIDED FOR INFORMATION ONLY. DRAWINGS BY STILLWATER ®�� ��,®
Basic structural system ❑ Bearing Wall ❑ Dual w/Special Moment Frame �4
ENGINEERING ARE NOT INTENDED FOR RECORDATION, SALES OR CONVEYANCE.
REMOVE EXISTING LARGE
❑ Building Frame ❑ Dual w/Interco.R/C or Special St1. -car
CYPRESS TREE& 8. CONSTRUCTION OF THE BULKHEAD SHALL BE IN STRICT ACCORDANCE WITH ALL
STRAIGHTEN BOARDWALK (I Moment Frame ❑ Inverted Pendulum CAMA AND UNITED STATES ARMY CORPS OF ENGINEERS REGULATIONS AND 2
Seismic base shear Vx= n/a Vy= n/a SHALL MEET THE REQUIREMENTS OF ANY OTHER JURISDICTIONAL AUTHORITY.
cow
Analysis Procedure: ❑ Sim lifted [ Equivalent Lateral Forces ❑ Dynamic EXCAVATIONS SHALL BE PERFORMED IN ACCORDANCE WITH OSHA ®®®®: , �
Architectural,Mechanical,Components anchored? Q/] Yes ❑ No REQUIREMENTS. = cb PO'
``C° 9. THIS BULKHEAD HAS BEEN DESIGNED IN ACCORDANCE WITH SECTIONS 3604
LATERAL DESIGN CONTROL: ❑ Earthquake ffZ Wind
THRU 3607 OF THE NORTH CAROLINA BUILDING CODE, 2018 EDITION, INCLUDING
C?) SOIL BEARING CAPACITIES: SECTION 3604.5 WIND LOADS, SECTION 3604.6 IMPACT LOADS AND 3604.8 WATER r M 1
BOARDWALK WIDENS Field Test psf d-
FOR BENCH ALCOVE Presumptive Bearing capacity 2,000 psf LOADS. WIND AND WATER LOADING DETERMINED USING ASCE 7. THE DESIGN
WIND SPEED IS 150 MPH. N. cv
Pile size,type,and capacity � mot'
i RUN BULKHEAD 10.ALL WOOD MEMBERS SHALL BE SOUTHERN PINE MIN. GRADE No. 2. TREATED IN ' U I N
' � STRAIGHT& MATCH SPECIAL INSPECTIONS REQUIRED: ❑ Yes M No a" U
ififill +, ACCORDANCE WITH AWPA FOR GROUND CONTACT EXCEPT THAT 4X6 WALERS - a� W
EXIST. BUMP-OUT WITH
FIXED PIER SECTIONAND 2X6 X-BRACING SHALL BE SEA-TREATED (2.5 CCA). RAILS, CAPS AND DECKING rr.. 1 Q 000 z
� �,, REMOVE EXIST.TREE& MATCH SHALL BE SOUTHERN PINE#1 KDAT S4S. W W
11111111/rLAYOUT TO BENCH BUMP OUT X Q o U
11. ALL FASTENERS, HARDWARE, ETC. SHALL BE 316 STAINLESS STEEL(SST). m .5 CAL N
" NEW FIXED PIER TO 12. BACKFILL FOR BULKHEAD SHALL BE CLEAN GRANULAR FILL AND SHALL BE N. 2 o 2
N. MATCH EXISTING WASHED IN TO FILL ALL VOIDS BETWEEN EXISTING AND NEW WALLS. Li � = a� co CL
CONTRACTOR MUST NOT USE HEAVY EQUIPMENT SUCH AS VIBRATORY ROLLERS v
aC �` ''""'�• 1 F BULKHEAD. CONTRACTOR MAY USE
,,� «�, TO COMPACT SOIL WITHIN 5 O �
HAND-OPERATED COMPACTION EQUIPMENT SUCH AS PLATE TAMPS, JUMPING •'.
4
JACKS, ETC. TO ACHIEVE REQD. COMPACTION WITHIN 15'OF BULKHEAD. eL C7 W N
�!'t CONTRACTOR SHALL TAKE SPECIAL CARE TO ENSURE THAT TIE RODS/ANCHOR W Z �..
PIPE PENETRATION I- �
```\ { RODS ARE NOT DAMAGED DURING BACKFILLING OPERATIONS. BACKFILL TESTING <C W N
IS NOT REQUIRED. > W N
~� _ - 13. SHEET PILES SHALL BE ONE OF THE PRODUCTS AS SHOWN ON NEW ,_ ( 0
U Q
e\ o - .' BOARDWALK SECTION. ALTERNATE MATERIALS ARE NOT ALLOWED WITHOUT I- Z U
�" " ., WRITTEN APPROVAL BY ENGINEER. � Li' F....
/-,1 ,y/' it ,, Cill ' ly lim, 14. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER OF RECORD
/V \ i (STILLWATER ENGINEERING)TO COORDINATE AND SCHEDULE CONSTRUCTION
VERIFICATION INSPECTIONS WHICH GENERALLY INCLUDES ANCHOR RODS,VINYL
- i %If)
J �f17INSTALLATION &WALERS.
rml 15. NEW WALL ALIGNMENT SHALL BE IN ACCORDANCE WITH CAMA PERMIT. DO NOT \. .1
/ -! WIDEN BOARDWALK TO 1
MATCH EXISTING LAYOUT 4 II
CONSTRUCT NEW WALL BEYOND LIMITS SPECIFIED BY CAMA. 1
ii
TIE NEW SIDEWALK TO f -�. 1
IMPORTANT NOTES i i Q
BOARDWALK GRADE �� I -r,��� �� }- REPLACE EXISTING WITH
MAX. SLOPE IS 1:20 . k. i r`�- NEW VINYL BULKHEAD& 1. DEMO EXISTING BULKHEAD, BOARDWALK, , i
f AAp ETC. HAUL OFF SITE& DISPOSE OF LEGALLY. ` i
1° ,�6�� 0 f �---.� 7.5'WIDE BOARDWALK 1 W
2. CONSTRUCT NEW BULKHEAD IN SAME PLACE E i O
/`, ;.°� 1 i AS EXISTING. NO NEW WALL SHALL BE
6 p
1 m 3
-- % -,:.A 1 WATERWARD OF EXISTING. €
r t, %, ,,, I i§ 1` PIPE PENETRATION
m N
,// /'I '- - ..-... 1 NO WORK �' O Z �?
_ : : € i 1 i END 10'SHEET PILE (200 LF TOTAL) LL Z ° LLB dam'
` `` AND BEGIN 12 SHEET PILE FOR 0 J
-�---._ �--=� �� - .f � � �.�.4� �9` CUT OUT DECK FOR j
`� v z E TIE NEW BOARDWALK
1
EXISTING TREES PIPE PENETRATION REMAINDER OF BOARDWALK WALL LL _I
If r ;, b r �r WILDLIFE
_TO EXISTING WILDL O � O
-__ g „1---,'
£° "-----7 ,„, - 1 RAMP AREA(TYP.) V O > cv");
` L_____i
// ""42--- 1,---,: .` = PIPE PENETRATION W
3 .a
• .. / i"- d,mddr' ''''''-'1 ,,,,::
».. W z V Z
: .�. - _ '. is
,, 1::
� v =
\\\\\ 8 w Z ✓add d 4 Li ,'a�
ON "') 0_
,.. ,� NEW RAMP MAX.
` f fil ' t, F r Q �� SLOPE IS 1:20
TO
f - WIDEN BOARDWALK TO : : WIDEN BOARDWALK TO - ���MATCH EXISTING LAYOUThrPIPE PENETRATION
I
ry , 4il * � >`, p
1 1 /
\\\\ /
of I
117/ `�w�`,,.``i 1 1 �;
CD
r ��, v REPLACE EXISTING WITH
77
UJ
P 1d%; ' ,� NEW VINYL BULKHEAD &
_ ~�... -,-------- / i , / fss
7.5'WIDE BOARDWALK I'_"
0
4 �, 7/;::://1
ramTh
BEGIN 10' Z
// E '--.w i S2,,,,,,...? SHEET PILE
/ 1// /71 --,-, -
WIDEN BOARDWALK TO ,/F ~*
�a 3
0 - Oe----1 D 1._.
MATCH EXISTING LAYOUT
, -,,,,,,, . :7 \ \\ 0 Z
/ ,,,,„,,,„ „,„ `
, f \ 0 ' ›... 0
/7/i -'*' ,.:::'''.-, ,
k.,_;,-, < it
qt, L.L.
�� N W Lu W Z
BOARDWALK & PIER LAYOUT P ''./1,.. N'-.,,,,,
sablese \\\ Q 1- J D
�6jcsr x!�/ et a .N� , d,` O
Ce 5- 0
SCALE. APPROXIMATELY 1 = 20' - w , 0 w z
EXTEND NEW RAMP TO '° / > (f) O
EDGE OF PAVEMENT WITH 5.. - Q W -!
A MAX. SLOPE OF 1:20 O (,,) z
`,��� m W Q z
71,,,,..2„,/ Za - O
''''',..„:::-..,,,,, ,
PROJECT# SHEET
E-20-121
DATE
12-16-20 S.. 1
SCALE
SHOWN
DRAWN BY`N KS 1 of 2

i 1
r
C1) W
z J
O __J
W Z
u) O
am.
/ 21'-0" / --I U
Z CI
/ 6`-9"- / 71-3" T-0" /
\ 2X10 P.T. 2X10 P.T. 2X10 P.T. ` \ \ 7 6 2X8 KDAT CAP C/) m/— W
6X6X6 6X6 6X6W W cC
2X10 P.T.PT 2X10 P.T. 2X10 P.T. RAILS SHALL MATCH .
DECKING,RAILS&CAP SHALL WILDLIFE RAMP TO ` CJ� or)
BE FASTENED WITH(2)#10 X EXTENT POSSIBLE i--12X6 KDAT I I I I W1c
2 1 3"SST DECK SCREWS AT0. W
O EVERY JOIST&AT 6X6 POSTS 2X6 KDAT BOARDWALK & PIER RAIL . 0
�A
d. - SCALE: "=1'-0"
' 2X6 KDAT
N Q E CURB IS BOLTED TO DECK 4X6 P.T.CONT.CURB N � N---
WITH%"DIA.SST BOLT& M \ it -1
2X10 P.T. 2X10 P.T. 2X10 P.T. _ WASHERS AT 48"O.C. 7 2X6 KDAT DECKING .� 2X6 KDAT '. t,,
� trr
o
' ` --- ""`.....--1, • 4X4 P.T.X 12"LONG ,.r 2X8 P.T.JOISTS 0477
�
6X6 2X10 P.T. 6X6 2X10 P.T. 6X6 ` 2X10 P.T. 6X6 BLOCKS AT BOLTS �► AT 16"O.C. 2X4 KDAT p 2
- • 1---., 41.3.,A, -43'
to
{ 2X10 CONT.BAND ® N X N ). ® ���
co 22X10 P.T.CONT.BAND / 8'-0" MAX0 . BETWEEN POSTS / °-� °
O j . FINISH GRADE �� .'• ,
f ' > > `', ✓" f f.. :'.d sd"`r°• e e``) '�''g sa` \ '�-s:.-
<a *'' �° `a'4'°'>`a;f�``•;,.� .^"`•:a�'�<„e', *„•.i�/. f,��,e"�; r•�,� ,;"'`°\d'l ., o` � ,r• fe. /=��e,-, f<,�`�rE"'.dr' 'a�.`:
' �°�`: �.>c,;'9.,'S'..4',"�r`3`�,�` Sq 'pe°� ^, a :`,,-- `�,;;rF"' ,, , �f A'X i;,B��%d�'4F;�^`�`,�.P,,�,.`�`'�,',` ✓� /-. _ 4��"®
4X6 SEA-TREATED tp��� �,
N Q �� �:°'� :�� ' '; "� WALER WITH 5/"SST RAILS NOT SHOWN
5 " '°4/,� `�:w (.� <\,�\, ^. ' BOLT AT 48"O.C. w ` J
2X10 P.T. � 2X10 P.T. 2X10 P.T. (2)/ DIA.SST BOLTS GIRDER �, , ,�,��, ��� �����,�,; =
TO 6X6 HERE&OPPOSITE DBL.2X10 P.T.GIRDER ° ' `��� f%`°„; := ' W
y AT ONE SIDE OF POST °; < F-+ Ce
rh ss .-._ .— .—s..... Ali. -.4-,, ✓'';`'� •+�+
<�d``sa"s,,'e
6X6 6X6 �` i 6X6 6X6 \ \
2X10 P.T, 2X10 P.T. 2X10 P.T. -;--
>,„°;ram` = > M
,,, 6X6 P.T.EMBEDDED 8'
,\\ BELOW GRADE MIN. d' co
:>f›.)% V I` N LL d'
w g 9',°`;{, = N
O V :< NEW BULKHEAD SHALL BE ;, e,'
_ DREDGE LINE
O CONSTRUCTED IN THE SAME Z
a '` PLACE AS EXISTING(NO NEW ��> 1 `, �.f y >„� . O LU
b ODX � '`�oe 1` t' A' 6 t � Q K/
WALL SHALL BE WATERWARD �,�P° �����`��� ,�'�.����`����� �,�,�:�,���. � ��� �- ��:�;�`:'-d�.a� �'`'f'�. Q' is /�
CO Av. €- �,:, r �"' �``° '� �. �`�,�`�, � :r'�`' (..+�Cr �x1x�x��IxC�xlx�xrx lxlx�.�C�xrx� YIx tY � /�
`'+,E%`t°;=�f``<<�f"�P;,.°°.�"`tY°'.,'',,"<d',R�,' i°a�; �;r°Fa„"`,f°'`�.,,!,+a 6' +''S�,..'`;,.� �s s'�s"a Tc�a°r`v' ,E' � Y�
Q OF THE EXISTING BULKHEAD) ,4 ^�': ! e _ �._ X O („)
le
2X10 P.T. ,a,,-. v ,< �/�
,,'4 ,. �� �F ���{�•�f'�'`' SHEET PILE COLOR TO �"- ,-lik, CO�• /¢ cn N -1 s.:
..... ›,`';� ��%� `� f �� �.�`=�'�'` BE STANDARD GREY �
NIT,-- DEMO EXISTING WALL, , "."/. A 7f,.,NJ ,-2 ✓e. '/F N. < O W
�� ,4: J� 4 (2)%"DIA.SST BOLTS O M Q r-- W_ to
6X6 2X10 P.T. 6X6 6X6 P.T.EMBEDDED 8 BOARDWALK ETC.IN ITS • ,``°� : �` �✓' ' �,. ,�` F� O s
BELOW GRADE MIN. °"-,,. " � -, ,\ ,, _
ENTIRETY,HAUL OF SITE& ',/,',.>" �',/,'-` ,.-°`''� '/./.,'`"� DBL.2X10 2X2 P.T.LEDGER S
< ,.e „,::,v I! <` 6X6 P.T.EMBEDDED 8' l"J
DISPOSE OF LEGALLY '''''"'''''-',/,',-°; :x ,��9.v ,;›,t9>ty,;`` P.T.GIRDER
' ,<��` fed N/N, BELOW GRADE MIN.
F" d f- F r '<? ,c «' ,-<gip:® ,. .. ( i
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������,,. �;:\��,,�� ,�°,,h^,�:Y FOR HEIGHT UP TO 2 MAX.&12 l,jj z C
THERE WILL BE A TOTAL OF 200f �'
LLI
N~ LF OF 10 VINYL SHEETS&THE <;`ems ;' °. .�°s
Q LEGEND' %` �` �` 81 %'°� ` � SHEETS FOR HEIGHT TO 4 /) I-- �CM
2X10 P.T. _ REMAINDER WILL BE 12 SHEETS ,,`�:•;•, ",p 1;F q1, �* BOARDWALK PROFILE W ® a'
�,�� v - . -..........__ ( ) a 4) ^, � `. e•<4"� ,,,<� SHEET PILE SHALL BE EITHER z 4-,
SEE PLAN FOR LOCATION ' \ �' ` `f
N
, r y.F- >•, E.� t� ,. TIDEWALL TW70,VANGUARD CU
X-BRACING REQUIRED �,�°`fir,v. , ;'.�.,. ` k(� 1 " _ 11
6X6 2X10 P.T. 6X6 � ,,,„,/ a''�-,,,,,, .�' 6,.
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0
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(/)2 Q
od o >
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o SEAL JOINT WITH .._._ CONCRETE COLLAR 12"
1 O N M
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... a tt AND EXIST.TIMBER WALL � LL' Z O
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RAILS SHALL MATCH RDWALK SECTION M 2X6 KDAT SCALE: NTS
2X6 KDAT DECKING
co,--
N ¢ 2X8 P.T.JOISTS
AT 16"O.C. IX ' 2X4 KDAT
r r� 1 —J
2X10 P.T. A :( A ,
•
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o TO 6X6 HERE OPPOSITE ONE SIDE OF GIRDER WHEN
JOISTS ARE LAPPED AND 0
-1 DBL.2X10 P.T.GIRDER 0 SIDE NAILED WITH SST NAILS
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Z
AT TREE CUT-OUTS(TYP.) W
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DREDGE LINE AT16"O.C. --
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F-d BELOW GRADE MIN. .�^ � ,, ,,,F f .� t � ,tee �'. ' 4 , ,. J
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a. 6
X 1- 2 5 "DIA.SST BOLTS GIRDER W
( )/s DBL.2X10 P.T.GIRDER W Ct / U
N ¢ Ha—SEE BOARDWALK PROFILE Lu Z
NEW BULKHEAD
_J,�L_ _J,�L_ TO 6X6 HERE&OPPOSITE AT ONE SIDE OF POST THIS SHEET FOR A MAX. O
NGITN POST
6X6 P.T.EMBEDDED 8 LOSPACING
UDI OFAL 8 0 0
DBL.2X10 P.T. J
'" 6X6. `; 6X6 4, BELOW GRADE MIN. L Ul U (f)
NEW FIXED PIER SECTION ><
W '— Z
1 �1 �� _J�.�L_ z ce �? O
NEW BOARDWALK SCALE.. = 11-0 J,,.�L 1
(SEE SECTIONS)
WIDENED BOARDWALK SECTION (-PROJECT— SHEET
E-2020-121
FIXED PIER LAYOUT & FRAMING SCALE:Y2" = 1'-0" DATE
sIIIIII2
SCALE:1 " = 1'-0" SCALE1620
4
SHOWN
DRAWN BY 2 Of 2
N KS
0

_ _
- T
Legend: Survey Notes: ,
Conc.-Concrete
SHEET INDEX c6g-Curb&Gutter 1.)TopogParker
information Inc taken fromos an actual survey by
D.B.-Deed Book Parker Associates,& Inc.,in October 2020,and previous
Sheet Description ex.-Existing - County Tf Tsurveys alie Complex Streetman ted dated 9 5 October2011 and Onslow
o eb-Existing Catch Basin 2.)Boundary information taken from an overlay of record maps
1 Site Plan-Parker & Assoicates,Inc. ❑eeb-Existing Electric Box and partial survey information from Parker&Associates,I .2 Structural Plan-S1 -Stillwater Engineering,Inc. p\efh-Existing Fire Hydrant l
dated October 2020,
CO egv-Existing Gate Valve 3.)Flood Lines taken from an electronic overlay of the FEMA map •
Structural Plan-S2-Stillwater Engineering,Inc.
3 g g egl-Existing Ground Light CPN 370178 4376 J and CPN 370178 4366J(City of Jacksonville). y"'
4 Electrical Lighting Plan-El -John H.W. Tripp p-egw-Existing Guy Wire 'd. s
o ejb-Existing Junction Box Effective November 3,2005. •i � 11 e
5 Electrical Lighting Plan- E2-John H.W. Tripp .)Storm Pipe sizes&location from field locations and design plans. .
g g PP -�elt-Existing Light U 5 4,
ExistingLight Pole 5.)The GPS portion of the control work was performed to third order, d
6 Electrical Lighting Plan-E3 -John H.W. Trippelpg Site
`
g g PPClass I,FGCC specifications,the coordinates were obtained by Real
o emh-Existing Manhole Time Kinematic Differential GPS Observations usingTrimble Survey 7 Electrical Lighting Plan- E4 -John H.W. Tripp
O emw-Existing Monitoring Well
epl-Existing Pedestal Light Grade 5800 GPS Unit,NCGS RTK Network Adjustments to NC Grid
p epp-Existing Power Pole NAD'83,2007 Adjustments.Average Positional Accuracy is 0.07' ` IN 0a"St
l O esp-Existing Service Pole
6.)All distances are horizontal ground,U.S.survey feet. :' Pa# P(
6:, ewsv-Existing Water Shut-off Valve New River /eo Str t
o eyi-Existing Yard Inlet
hw-Hard Wood Treet 3
inv.-Invert I h
0 ISF-Iron Stake Found Site Benchmark #1 t
c
mop-Met I Backe Pole Existing PK Nail e` Oid Bri `e vg ydge S
E N=368,184.24 / /' Streetmet
mon.-Monument
0 NS-Nail Set E=2,470,709.49
•
Pg _page Elev.6.31 '
i O PKF-PK Nail Found NAVD'86) / to
(Datum
rcp-Reinforced Concrete Pipe 5s' ryasa _Ass Coil St
R/Wreet
• Right-of-way
Site Benchmark #2
.- 4---- - ewage F Main
SPS-Sewage Pump Station Existing PK Nail Vicinity Sketch
sd-Storm Drain N=368,486.71 Not to Scale
u.g.-Underground
I \ Coastal WFL-Wetlands Flag EI v.2.4861.29
'�uee1lands - • • - • • - -Coastal Wetlands Line
(Datum NAVD'88) General Notes:
Existing Water Line
ohpl -Overhead Power Line
alp s handrailk Remove Existing sf -Silt Fence 1. The intent of this plan is to replace the existing bulkhead,pier,
Willow Tree N011r boardwalk, handrails,and lighting along New River.
raPtex epanarea \el - - _ © Existing Shrubs 2. The new bulkhead shall be vinyl Sheet Piles placed in exact location
` for ex.tree
\ NOTE:
extras" D_ Ba\ • Coastal Wetlands Hatch as the existing bulkhead. The existing bulkhead, boardwalk,
[ Install Silt Fence
can '� 7 Contractor Shall Verify Location of
C%W ` ex.bench ` Around Spring Existing Water,Storm Drain,and all •
•--•-•--•-•-• handrails,shall be removed and properly disposed of and replaced.
ex 15^ During Construction Utilities Prior to Installing Sheet Piles. 3. The In-Water Installation of the sheet pile bulkheads cannot be
ex o elt
15 installed from April 1 to September 30, Due to this area being
• Remove Existi
hw ex.fencez.apenorea n9 eM
, �NiN feorex.ireeWillowTree classified a Primary Nursery Area.
sa ex` If W ° en 4. See The Structural and Electrical Lighting Plans for more detail.
' CP' 21 • - Remove Existing r\
',^; 5. Contractor shall take precautions as needed when drivingSheet Piles,
Wantland Spring and Pelletier House Note: ex,8' sf 1i ex.caws ,. v`.bench Cedar Trees Construction Activities and/or Equipment wideconc. 'JI'i i ',)Ili : jit "s > ' not to damage existing storm drain or other utilities.
Storage Shall Not Adversely affect me aril � ` ex. - kAINIF4<"
ex.benches �S�B(..-- 6. Onslow County Officials shall remove all signs,trash cans,benches,
Pelletier House or The Wantland Spring «.coot. ,' ' )41 \ bo batn`ps Icnic tables,etc. from the boardwalk area, rior to demolition,thenNatioml Pelletier Historic District ew Diver P Pex.b°cunt ❑wallaround existing ex.8" Q rab3 .PP ex topof This New Portion of the Existing ,� re lace them after construction is tom lete.
spring wontlwdo preo.Bz Sheet Pile,Handrail and Boardwalk P Pex.i5• trash • �'\� C°aswWtl dContractor Shall Raise is to Remain as is. 7. Contractor shall verify location of existing water and sewer mains and
� "` ., Grate of Existing Yard raas}al ' lit•
re art an deviations to En ineer rior to construction.
hw / T.. 1 LimeM " New Wolk 6 ez. P Y 9 PoVe ex.pknk❑ It.• Coastal Inlet -o be I" BelowBulkhead 3.5'z2.0' Wet1vn�WetlaExisting Ground Elevation. sign �^^ ( 8. As of October 1, 2014,anyone digging with mechanized equipment in
onakw Caunry wP 1abkI\�, ••'• ' ;eu�u1CInstall Inlet Protection ` .D.B.3922,Pg.399 ex.8° ex.bike � '•�• � highway right-of-way, private utility easements,or public spaces wilt be
wide coat. nwcks ex.trash oa\ During ConstructionNew walks •`. , � �.. ��: - ,(I Bulkhead • inv-232 •ex tree N G yof TockronwYk _ re uired b North Carolina law to ive notice of the ro osed excavation
walloke it 2 , e / `` «:,� , • q Y 4 P PD.B.724,Pg.617q 2 > .e.<trash w ex 12'z15' ex.handrail� - �`" ex.hanead / I • , _,� mo _ abulkhead i : to all existing area utilities at least three to twelve business days before
II �-, �, el� 6 bollmead Flood Zone � � -
Convert Junction Box II �elp �_ ,i ` AE / � � U et ` bC ' ' ' starting to dig, The utility owner is to locate its facilities in the area of
1 benches pa ,` `�``. `�`` ! s • ` „�J,,,, " NIIIIIII<• -AH•'•`•••'•'•'•'•'• end exto Yard Inlet.Set Top ex.Mush ex.a n ex bench ‘:. °, �a ! h ',j • en - - e •••••:•••• the ro osed excavation. Utilit members of North Carolina 811 can be
Qeplace .':. ex.picnic en ex.o narea .gelex. ench �- r,�' �! -•-•-•ell •' back wallP P YElevation 1"Below ejb.7 !!7 took `�i•. `a^ for forexetre< ` �/ i p ex "^t aex,h/< }1° `a"V. 'III .rIIIIII�II -^ � contacted at 1-800-632-4949 or Cnll 811.
Existing z lVIyex.tree _`\ex.sign r v� ez.h/< / nExisting Ground Elevation. Concrete yi � �/ 13 .g ex.trash ,,�� <x.sign ' ',orkne IA �I� - -I,III/,,• • elr•- `'
Install Inlet Protection o ex.picric can inv.1.37 ex.trash sign .c, ./ \� sign elp // ex trash coal , 9.Contractor is responsible for contacting an utility company that is not a
Walk _ rook f �/ Plff can o ex.15• 1`" P 9 Y tY P Y
During Construction efh @ ex.24' 2-ex.picnic en �� 2-ex. �� a \eh•-. •ng hw e9v' D [I ex.imshcan �' im.0.24 Sr trash exw / .lJ•x2.5 hw 'j0 help member of ULOCO.
"'ell table n n \\ 0 bollards ex.wood \.• tim ex. icoic
A 1 ez p¢mc Y ex.rhpoy \ mn ,} e)'r �" rc.aloe ,w•'
ex.12"water - - I -g .free /� ,table glen:, Itk �„ i- timbers top0.80 a�•e ex. table ex.picnic '¢'egl`��� 10. Contractor shall verify location of all underground utilities prior to
ex.18' ewsv .} ex... talc
II � hw table , //// ;I Aree // - 6.im.(-)1 20 . � _ sign table ¢'�
� `D ❑table ` ex.M dhcon t �, �/ i9 Wir Site Install Inlet I w \_ ex.15 ' commencement of work.
elp ex trash can ex.h/< el• .:•� Re i sir
hw ez.1.2'z1.T pa eg
I _ ' _� a g Benchmark#2 Protection .� 11. Contractor is responsible for anydamages to anyexistingutilities.
_q- eel. SiM.na I • ► --�_.e, a w.man 4P 9
",+ orhslow County -'�•'� r �� d Around EYl ex.wood Install Sediment ��
/� D.B.686, 137 ex ct9 �, epl . ° \ ex l°"dsCOPe \y _�� ex.wood During sign =` Logs In Valley • " sign +� ex brick writ 12.Contractor shall install orange safety fence at construction limits to
i••�+ I Pg. i< �area ex.bercfms ex ex.4x4 (- keep pedestrians out of the construction area.
�.y existing N \ ,( ex.wood "g space 'I A. f)e^' existing unmarked Construction wood sign ez Gutter During j}// \
�' W II h l Yepl sign _ m ilyl, brokenosphalt parking lot post I tit mh Construction e// <t ���\
`� temps I �� ¢eP � I r top 2.23 °lens . �� 13. Unusable equipment, Debris and Material shall be disposed of in an
�.y I edi &F_24�np \ xxQ I ex.4 parking spaces s¢ I Onslow County 3x ImI �/top 2.74 \ zedi .� D.B.395,Pg.346 ex. I dGry of 7acksovilk �.1 q1fl
// rap2.13jill ex.4'data approved manner and location, in accordance to the requirements and to the
(inv.0.09 ( _ h 'a to 3.42 I 7,, I D.B. Jacksonville
e% inv.(-p.54 ;a link fence
ex.wood �, satisfaction of the Governing Local,State,and Federal Agencies.
ex.asphalt C nv.0.42 ex.asphalt -ex.wood timbers ± I I timbers 0 sign I. p/W
k I I Parldwglot timber, Ig ep � I «,r „e J _ w I � 14. All fill material brought to and used on site shall be from an approved
Pt �-Flood Zone parking unh w r 31• 1 9PP
AE top 3.47 '�i II h emh ex.fenced i I I ex. �Yl 6p/ NCDEQ Site.
(D I N •v.wood timber tap 7.% area forI t I �� _ O1�
0 Flood fim.-1.19 m II I d I © „a sg"� ° \sin Ri Ve 15.Contractor shall comply with all information and conditions used in the Bid
Div.1.3• SPS egv
et Flood - J/// ex.9 parking spaces ; :7 I .wood :Si f�Sf��(j O Q.... o �I
ZoneX Shaded I '.Zone 1
r T ,I ek rf'` eeb' emhI I timb<n O I ( ]o cx.Fw Vey..; e�`7eet 'mDocuments, See Bid Documents for additional information.
x ex.8"sewer Y_-- - �e Id! . eX, saver �` I > I. I� 1.•1 "`�1C�ble D/TAT }i 16.Contractor shall comply with all information and conditions in the CAMA
Site I `\ eae E top 4.es {y 1` Y
Benchmark#1 f I �� I \1 AI* Major permit. See permit for additional information.
e ex 8' /^� gym.1;1.21 w ,/ f emh
n egw
_ _ __. __.__. /-. ecb� I Q ex Ill
© m� i�� .I le li ex.hardwood �� met N
�--ohpl I<hpl ohpl 11 - - �wu �� ale Fti e9w epa . I * t ��
ex.cop V ��
`�I +�' I ! - Endangered Species Notes:
ex.cdg _ -__, - railroad
- «ie rw wane e^ 1 emh �''- --��n __ irMA k I .1 ! T 1. The Contractor shall follow all applicable guidelines within the US Fish and
�_ _.__ ��.. -� -1 cob timbers top 6.34 top 6.73 c �� ��""! -e I R �.
n/ EA top 5.35 tine- ¢Jv.1.63 8\ �s _� .pQ egv si i-
"' �' �e \j' G I Wildlife Guidelines for Avoiding Impacts to the West Indian Manatee.
PKF S,1 (inv.2.1 - �� I �\
Anne Street (111 ex''f" /�,� #s 2. The Contractor shall be responsible for observing any water-related activities
30' R/W - - - �'m III \ for the presence of manatees.
« .. Q. I� 2manateewithin50-foot- - -- a ' s c I 3. If a is spotted a radius(buffer zone)of the active
(Public Street) -�
• _ - ��'11► Iwork area,all work,equipment,and vessel operation(if applicable)must cease.
t- i (Ft Manatees must not be herded or harassed into leaving the active work area.
IaBIOnce the manatee has left the buffer zone on its own accord,and after 30
exwn �•/19_i
Bt• lei_ , \ minutes have passed without additional sightings of manatee(s) in the buffer
Icu
tap B.BI s• v , a I zone,any in-water work can resume under careful observation for manatee(s).
I r^ 3 }iv.1.16 ewii _
r V I I, 3 4. If used,siltation or turbidity barriers shou`d„Llg,p�operly secured and be
I Onslow Comfy I al a I illJ
I monitored to avoid manatee entrapmentplpft•�# y/•�4ot eir movem• t.DB.450,Pg.535s S I ��� Q` G/
M.B.57.Pg.49 essmh I ` :.....tt%Os;\L,�'� n�
Irii; rop10.76 I SEAL • ,,
I I I E°-.1 inv.2.OB .��� ex cone - •1 _
a drop inv.5.92 ir
driveway 14575 '
cl
IL. wakway
ri I , i i
I I J •'
SITE PLAN yrM1 --o
I driveway I I block wall , M.
1l L ° °�_ . II I I ONSLOW COUNTY ca
NEW RIVER WATERFRONT PARK REPAIRS
N
fig Jacksonville Twp., Onslow Co., North Carolina
Note:
3 Owner:
3 Onslow County
t Contractor shall insure that he and all his workers(contractors,
subcontractors and other site personnel)do not damage construction
234 NW Corridor Boulevard
c stakes or other measures used in laying out the project whether by
Jacksonville,P. North Carolina 28540
the Engineer or another entity including those under the employ of the •
contractor.Contractor shall cause his workers to observe and verify
to the fullest extent practicable that stakes,other measures and grades
al to SCALE:1"=30'
are,or appear to be,accurate and correct,and immediately,but prior DATE: 12-16-2020
0 10 20 30 60 90
ail to any associated work,notify the staking entity of any potential conflict,
error or question regarding the work.The Engineer shall not be responsible SCALE: 1"=30' Mel
22 if all of the above measures are not strictly adhered to.The Engineer shall FEET
•
o
o not be responsible where due to damage,his staking can not be verified.
o For critical or costly components of the work,where the contractor believes PARKER & ASSOCIATES, INC.
that staking may not be preserved,the contractor shall request the staking -
Oc Engineers -SurveyorsPlanners AK
entity to place staking in an area where its preservation can be insured. Field Book: Jacksonville, North Carolina
0 Disk And 2968
a Name: P.O. Box 976 - 306 New Bridge Street-28540
° Rev.01/18/21 KHW-Add cedar tree note Filename: NRWFP-Site°dwg a1W
G - Job No.: S200715-7434 Sheet 1 of 1 Phone [phone]-www.ParkerJacksonville.com
-o Rev.01/13/21 KHW-Revise note#2,Add willow tree note N.C. Firm License Number: F-0108
0
- .