20200015 Ver 1_CAMA Application_20191220

ROY COOPER
i 1 Govemor
MICHAEL S. REGAN
? Secretory
BRAXTON DAVIS
NORTH CAROLINA Direclor DivisionofCoasral
Environmental Qaa(ity Management
January 2, 2020
MEMORANDUM:
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
g regg. bod nar(rD ncden r. gov
SUBJECT: CAMA Major Permit Application Review
Applicant: City of Washington
Project Location: Stewart Parkway off the Pamlico River Beaufort County
Proposed Project: Proposes to construct 6 new transient day docks along the bulkhead to connect
all the currently existing day docks and create four additional slips.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Greoa Bodnar at the address above by February, 18 2020. If you have any questions
regarding the proposed project, contact Heather Styron [phone] 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 NAM
AGENCY
SIGNATURE
U_\Iq
Stale of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave. Morehead City, NC 28557 [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: City of Washington Marina
2. LOCATION OF PROJECT SITE: Beaufort County, at Stewart Parkway in the City of Washington adjacent the
Pamlico River, North Carolina
Photo Index - 2006:100-8159; Q-1,2,3,4,5 2000:100-1143; R-20,21,22,23,24
1995:100-1065; 5-8,9,10,11,12 1989: 2-64-12;J-1,2,3,4,5
Location - 35' 32' 26" N 77° 3' 21" W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 10 December 2019
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received - 5 December 2019
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County
Land Classification From LUP; Municipal District
(B) AEC(s) Involved: PTA
(D) Water Dependent: Yes
(D) Intended Use: Public Marina
(E) Wastewater Treatment: Existing - City of Washington sewer system
Planned - N/A
(F) Type of Structures: Existing - bulkhead, docks with finger piers, boardwalk, paved road, parking lot
Planned - transient dock expansion, boardwalk replacement
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands
f3,644 ft' Shaded
River bottom
(new)
(c) Other
t13,874 ft' Shaded
(Coastal Shoreline/storm water
(replace)
and
(D) Total Area Disturbed: 17,518 ft' (0.40 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC -NSW
Open: NO
PROJECT SUMMARY: The applicant proposes to construct 6 new transient day docks along the bulkhead to
connect all of the currently existing day docks and create four additional slips. Additionally, the applicant is
proposing to replace the existing 7' wide by 1,982 linear feet boardwalk in the existing footprint.

City of Washington
City of Washington Marina
Beaufort County
Project setting
The applicant is the City of Washington which is located in Beaufort County. A portion of
the City lies adjacent to both the Tar and Pamlico Rivers. The downtown or business portion of the
City is separated from the Pamlico River by Stewart Parkway which is a ±54' wide paved street that
runs parallel to the River in an East-West direction. The parkway was constructed in 1969 and
extends for a distance of 2000'. The City owns an additional 1,200 feet of shoreline downstream that
is used as the Stewart Parkway storm water pond. The City maintains a boardwalk along this portion
of shoreline. A Federal navigation channel extends along the entire length of the project area.
On 8 September 1998 the City of Washington was issued CAMA Major Permit No. 119-98
for the construction of 33 slips on 6 finger pier systems as well as a floating dock at the western end
for small boat access. At the same time, the City began a renovation plan of Stewart Parkway and
the existing concrete boardwalk at the permitted dock location was replaced with a newt 12'6" wide
architectural paver boardwalk, and the existing bulkhead was refitted with a new concrete cap and
railing system. CAMA Major Permit No. 119-98 was later refined to add 3 additional slips and
delete the floating dock portion of the project. A pumpout was required by the permit and is in place
for use. CAMA Major Permit 119-98 was modified on 12 October 2000 to install 11 additional boat
slips and transient dockage for small boats and canoes. All work authorized by the permit has been
completed. This CAMA Major Permit expired on 31 December 2001.
The City of Washington submitted an Environmental Assessment dated revised September
2009 to enlarge the existing facility by an additional 68 slips. The City of Washington received a
Finding of No Significant Impact (FONSI) on 27 April 2010 for the construction of the additional
slips. The additional slips would have brought the total number of mooring to 116. On 13 January
2011 CAMA Major Permit #6-11 was issued to the City of Washington for the construction of 68
formalized boat slips (15 transient and 53 permanent boat slips) for a total of 116 formalized slips.
An amended Permit was issued on 11 April 2011 which removed a condition on the original Permit.
The City did not build any of the slips permitted by this Permit.
On 19 April 2011 the permit was modified to construct a 20' x 40'platform adjacent to the
existing bulkhead. On 12 February 2012 the Permit was modified to replace and reorient the floating
dingy dock on the upstream end of the Parkway. The Permit was refined on 2 October 2013 to
reorient impervious sidewalks in order to construct a boater facility and public restrooms. On 14
March 2014 the Permit was modified to remove Dock I and construct a pier and covered platform.
On 2 December 2014 the Permit was modified to add an additional 20' x 40' platform. The Permit
was renewed on 11 February 2016. The Permit was refined on 21 September 2016 in order to replace
an existing storage building. The Permit expired on 18 December 2017.
The Pamlico River at the project site has been classified as SC -NSW by the Environmental
Management Commission. The Pamlico River at this location is classified as inland fishing waters,
primary nursery area and is not open to shell fishing. Water depths in the location of the proposed
docks range from -6.0' to -11.0' below Normal Water Level.

City of Washington
City of Washington Marina
Beaufort County
Page 2
Project description
The City of Washington is proposing the construct 6 new transient day docks along the
bulkhead to connect all of the currently existing day docks. These docks will be 7' in width and
range in length from 49' to 120'. The resulting transient day dock will be approximately 860 linear
feet in length. Four finger piers will be constructed in front of the Estuarium on the downstream end
of the Parkway to create four permanent docks. One finger pier will be 25' long and 3 will be 30'
long. All of these finger piers will be 6' in width.
Additionally, the City is proposing to replace the existing 7' wide by 1,982 linear feet
boardwalk in the same footprint as the existing.
Anticipated impacts
The project as proposed will result in the shading of approximately f3,644 ftz of River
bottom associated with the construction of the Dock expansion. The replacement of the existing
boardwalk will not result in any additional permanent impact. Currently the boardwalk shades
approximately 13,097 ft2 of storm water pond which is located within the Coastal Shoreline AEC and
the Tar -Pamlico Riparian Buffer. There will be temporary localized turbidity associated with piling
installation of both the docks and boardwalk replacement.
Kelly Spivey —16 December 2019

Project Narrative: Waterfront Dock and Boardwalk Improvements
This project will provide additional boating access for public use and reconstruct the existing
1,982' wetlands boardwalk. The City of Washington has developed public boat docking facilities
along the downtown waterfront at Stewart Parkway. The existing facilities contain for 51 slips,
48 as part of the Washington Waterfront Docks and 3 at the Estuarium.
The City plans to add 6 new alongside day dock pier sections. We will replace and reconfigure
the existing docks at the NC Estuarium to include 4 new fingers piers. There will be a total of 59
boat slips in the marina when this project is finished.
The existing boardwalk is almost 17 years old and has seen a tremendous amount of use. The
boardwalk gives the public a continuous walking space of 3/<'s of a mile along the waterfront.
During the 17 years of use there has been the occasional repair to the boardwalk in certain areas
along the decking but the continuous use has also made the wooden railings unstable creating a
safety hazard. The City looked at several ways in which to solve the safety issue with the
boardwalk and we plan to replace the existing walkway with a new concrete marine slat walkway
and replace the wooden pilings, decking and railings. The replacement of the existing boardwalk
will be done in 2 phases.

ROM 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)
City Of Washington
Waterfront Dock & Boardwalk Improvements
Applicant 1: First Name
MI
Last Name
Mike
Dail
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
1988
Washington
NC
ZIP
Country
Phone No.
FAX No.
278891988
USA
252-975-9384 ext.
- -
Street Address (if different from above)
City
State
ZIP
same
Email
[e-mail]
2. Agent/Contractor Information
Business Name
N/A
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No. 1
-
- ext.
one No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
Slate IF
Email
<Form continues on back> DCM-WARO
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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. #
Beaufort
Stewart Parkway & Waterfront
NA
Subdivision Name
City
State
Zip
NA
Washington
NC
27889 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
NA- ext.
NA, I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar/Pamlico River Basin
Pamlico River
c. 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
Pamlico River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Was ❑No
work falls within.
City of Washington
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
3,900
274,863
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA, I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4 to 8 feet ❑NHW or ®NWL
e.
Vegetation on tract
Grass and trees.
f.
Man-made features and uses now on tract
Bulkhead, 51 boat slips, canoe/kayak launch, promenade, dock station with restrooms and shower facilities, existing
boardwalk (to be repalced), Festival Park and Crab Park including a playground, gazebo's and picnic tables.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Property immediately adjacent on east is multi -family residential, property west of site is commercial.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
B1 H
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes ❑No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whom? Tidewater Atlantic Research
I.
Is the proposed project located in a National Registered Historic District or does it involve a ®Yes ❑No ❑NA
National Register listed or eligible property? D) CEnam
�T
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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 NNo
(ii) Are there coastal wetlands on the site? ❑Yes NNo
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes NNo
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
City of Washington municipal system for collection and treatment.
o. Describe existing drinking water supply source.
City of Washington municipal water supply system.
p. Describe existing storm water management or treatment systems.
Yes, -partial treatment by created Wetlands south of project location.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial NPubllc/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
This project will provide additional boating access for public use. Marina will be operated by the City of Washington
Community and Cultural Services Department which maintains a harbor master or dock attendant on site at all times. This
project will also reconstruct the existing wetlands boardwalk.
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.
Typcial marine construction using barge mounted pile driving equipment and land based timber dock construction. Marine
construction equipment will be stored onsite and will be removed after construction is complete.
d.
List all development activities you propose.
Construction of 6 new alongside day dock pier sections, replace and reconfigure existing docks at esluarium including 4 new
finger piers and replacing a 1,982' boardwalk. There will be a total of 59 boat slips in the marina when this project is
completed. In addition, this project will reconstruct the existing wetlands boardwalk.
e.
Are the proposed activities maintenance of an existing project, new work, or both? both
f.
What is the approximate total disturbed land area resulting from the proposed project? None ❑Sq.Ft or ❑Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area NYes ❑No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
There are two existing discharges from small upland areas adjacent to the marina site. Outfalls are shown on Attachment.
I.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ❑No NNA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑
j.
Is there any mitigation proposed? ❑Yes ❑ A
If yes, attach a mitigation proposal.
<Form continues on back> DCM-WARD
252-808.2808 :: 1.888.4RCOAST :: www.nccoastalmanagement.net

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 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
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, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guideagency 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. Check or money order made payable to DENR.
f. A list of the names and 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 Litchfield Holdings, LLC Phone No.
Address 135 Harbor Road, Washington, NC 27889-------------- - -- --_-- _-- -_-
Name Beacon Street Moss Landing, LLC Phone No.
Address PO Box 6474, Raleigh, NC 27628
Name H-D Holdings, LLC Phone No.
Address 418 E. Water Street, Washington, NC 27889
g. A list of previous slate or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
119-98 Sept 8, 1988, City of Washington 119-98 Modified August 1999
06-11 Major Permit, January 13, 2011, City of Washington
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. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land ____1
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 agencies 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 t et t information provided in this application is truthfu to the bq of my knowledge.
Date 17,^ Print Name
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MF
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information
RECEIVED
Bridges and Culverts
DEC 05 2019
DCIM-WARO
252.808-2808 :: 1-888.4RCOAST :: www.ncco2staimanagement.net

Form ®CM 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
a. (i) Is the docking facility/marina:
❑Commercial NPublic/Government ❑Private/Community
El This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ❑No
c. (i) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes []No
(ii) Number 6
If yes:
(iii) Length a-60% b-49', c-60' d-59' a-120' f-74'
(ii) Number 4
(iv) Width 7'
(iii) Length 1 A 25' 13 aR 30'
(v) Floating ❑Yes ®No
(iv) Width 6'
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ❑Yes ®No
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
If yes:
(ii) Number
(ii) Number
(iii) Length
(iii) Length _
(iv) Width
(iv) Width
(v) Floating []Yes ❑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.
59
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
51
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips') only, number of slips: 59
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
®Open water; no dredging required
❑Other; please describe:
k. Typical boat length: 1818=60'
m. (i) Will the facility have tie pilings?
❑Yes ®No
(ii) If yes number of tie pilings?
None Proposed
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
mixed types
I. (i) Will the facility be open to the ge
®Yes ❑No rEC��nEDI�J'vED
DEC 0 5 2019
DCM-WARO
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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
N Toilets for patrons; Number: 6; Location: West end of marina in Lighthouse
N Showers
N Boatholding tank pumpout; Give type and location: Existing - West end of marina, Dock A
b. Describe treatment type and disposal location for all sanitary wastewater.
City of Washington Municipal System
c. Describe the disposal of solid waste, fish offal and trash.
Trash cans located on bulkhead at each dock access point. Collection is daily.
d. How will overboard discharge of sewage from boats be controlled?
Marina rules and regulations prohigit discharges. Sewer pumpout located on end of Dock A.
e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
6 - at entrance to each dock, A-F
(ii) Give the location and number of "pumpout Available' signs proposed.
6 - at entrance to each dock, A-F
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Boat maintenance is not permitted by marina rules and regulations..
g. Where will residue from vessel maintenance be disposed of?
Boat maintenance is not permitted by marina rules and regulations.
h. Give the number of channel markers and "No Wake" signs proposed. 4 - existing "No Wake" signs.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
No fuel -handling faclities are proposed.
j. What will be the marina policy on overnight and live -aboard dockage?
Live-aboards are mot permitted by marina rules and regulations; Overnight dockage is permitted in accordance with Rules and
Regulations for Waterfront Dockage.
k. Describe design measures that promote boat basin Flushing?
Marina is on open waters of Pamlico River and flushes naturally.
I. If this project is an expansion of an existing marina, what types of services are current) RECEIVED
P 1 P 9 YP y provided?
Services currently provided include restrooms, showers, free day dockage, transitent and long terry e rvll.Ztina has
full time harbor master. u ��
DCM-WARO
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Form ►aCM MP-4 (Structures, Page 3 of 4)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
®Yes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
[]Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ❑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 slructure(s):
[-]Commercial ❑Publio/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from ddpline dimensions.
14. 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
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
DEC 0 5 2019
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Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines
East 65' West 80'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
990' narrowest. 2 680' widest
e. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
East 75' West 430'
d. Water depth at waterward end of structure at NLW or NWL
-15.0
8. OTHER ❑This section not applicable
a. Give complete description:
Construct 6 new sections of along side day docks to fill in gaps between exisitng alongside day docks, replace and reconfigure
docks in front of the Estuarium and replace existing Tx 1,982' boardwalk. This boardwalk is both waterward and landward of
the normal water lever of the Pamlico River.
Date Dee,
V e 14- �l
ProjecctttNNaame
ApAY ` br lX-'�� b�G�✓
scant N me
Applicant Signature
RECEIVED
DEC 0 5 2019
DCM-WARO
252-808-2808 :: 9.8884RCOAST :: www.nccoastalmanagenient.net revised: 12/27/06

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irveyor's Cerlificate and Parcel Status 1 i
1 Pmks " LaMSurveywNWp 3hfe dN-W GmIMe, j /
el was tlnwn u,Aarmy auprvlabnfignen xWLaumyperM1nne! l
s' ThsIIM PwMaMsaumyeaen OeflnNNOpad amhWA
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fiWel lryhls os,me VS
d�750secdw Fff as
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exttpNn blM tlaf amo/a auWrviabn. ��
w,Wawm ,oslsl9Mhoa, atanp{ number a,ao.lmh Ozoaym/1/>J
Survey Purpose
M. pu/pOsp of this survey u fo provide an htvanfory orahas line
imp/ovemsnfa ma Us by M. City of WaaW,L,e,, NO. AS M Is/wl rm
pwpoass oflend fide aschanga, elements &G S 4740, where
unnecpaaaryaodns Vd ad.
W U 0 SO 1N 150 iW
A IlwgGheutyaGbpny/eGa lM1Nmeypeda?ite06Y
eR-0anaemxalaliM teem',,wwetleae�ynaNdwayv
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a wwawa w-. my aaswa-m.ppaaapki9ma my
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f�
Litchfield Holding, LLC
need Book 17M Pag& 866
9T
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River
4f
'n: 0.37' NAVD 88
An Inrenrory Slwre ❑/a Survey be
City of Washington, NC
SMIe 1�o fwasMngbn, NC SurvpBea"Cl f96 NCP019
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Sorrell Land Surveying, Inc,
Nu9AA$-rear Pm.. lens$u»yw .
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'Sam,-NalaMaurveyup �reeae olEeNe'nNC

10 —
4o GFS
PROJECT.
CITY OF WASHINGTON
MARINA - PHASE III
BEAUFORT COUNTY
CLIENT.
CITY OF WASHINGTON
P. 0. BOX 1988
WASHINGTON, NC 27889
DEED PAGES 51-54
�IGVEIED
DRAWING TIRE
PROPER s f 3 DEED AAAP
DEC 0 5 2019
m
N.T.&
jUNE 2010

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00
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001
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RECEIVED
DEC 0 5 2019
OCM-WARO

Vicinity Map
Control Corner
Point "AT'
NC Grid Coordinates
N= 658,347.25
E = 2,577,417.70
(Now or Formerly)
H-D Holdings of
Washington, LLC
Deed Book 1960
Page 296
Green
Area
River Water
stop Here
2 Frame
Building_
C2
S - -_
M
Ns
D Al B 81Bulkhead G2 "A, 8, C & D"
are Concrete Pads for
Picnic Tables
�enotes 2 New1 �1 1
Picnic Tables Floating , 1-
Dock , 1
C1i
I
N
I
a
Survey Purpose
The purpose of this survey is to provide an inventory of shore line
improvements made by the City of Washington, NC. As it is not for
purposes of land title exchange, elements of G.S. 47-30, where
unnecessary and not followed.
Surveyor's Certificate and Parcel Status
0-
0. o
Metes & Bounds of Concrete Bulkhead
From To Bearing Distance
B2
A2
N 26038'57" E
50.00,
B2
C2
S 2603857" W
2.00'
D2
C2
N 2803943" E
49.92'
E2
D2
N 33006'57" E
1.85,
F2
E2
N 29013'25" E
21.88'
G2
F2
N 6004452" W
76.72'
G2
Al
N 4305242" E
2.89'
Al
B1
S 59055'05" E
3.94'
B1
C1
S 18°38'50" W
o , "
96.51'
,
-_-_•�rgen Area •_
Brick Walk
Concrete
Bulkhead
-- _ ------ ------
77.38'
Existing Permanent Dock
1265 sq ft
1, Hugh A. Sorrell, a Professional Land Surveyor in the State of North Carolina,
certify that this plat was drawn under my supervision from an actual survey performed
under my supervision. That the boundaries surveyed are defined in Deed Book N/A
Page N/A. That the boundaries not surveyed are clearly dicate at the ratio
of precision or positional accuracy as calculated is I.;" That the
following information was used to perform the GPS survey.
receivers s�d: Spectra SP 80
�
\v,\e\1IIIIill/f/GPS ///��
Cass of survey
Positional accuracy: 0.03'D�
®®\\�,°\YA CAROL 0
w
Type of GPS field procedure: VRS
o ef.
SEAL ".
Dates of survey: August 14, 2019
Datum/Epoch : NAD 8312011 adjustment
- y L-2849 Qz.-
Published/ Fixed control used: "VRS"
Geoid Model: GEOID 12A
�r� r°�49UR4�e
Combined Grid Factor: 0.9998830
°°,��
Units: US FOOT
That this plat was prepared in accordance with GS 47-30
as amended. That this plat meets
the requirements of GS 47-30 section F-11, item d. This survey is of another category or an
exception to the definition of a subdivision.
Witness my original signature,
2019 /
A. This plat is subject to any facts that maybe disclosed by
a full and accurate title search, as well as any right of ways
easements, zoning regulations and restrictive covenants
of record not shown hereon.
B. Area computed by the Method of Coordinate Geometry
C. All distances are horizontal ground unless otherwise noted
D. Wetlands were not defined or mapped during this survey.
E. Underground utilities are not included in this survey.
Special Notes
Existing Impervious Area within 50'
of the Water's Edge is: 20,917 sq ft
Stewart Parkway i
I
Asphalt Roadway
—•---•i CD
rnm-min rrvh;--
•_-_ Limits ofSurver50_fromW... Edge—•—•_.—•----------_•—•_-_•_. 683.49------•—•--- •_---- Limits of Survey Water'sEdge (D
,.
rcr#e—•—netwIk6=w___-_-_-_-_-_-_-_-_-_-_
Pad Green Area 30' from Wa
Brick Walk
Area
Bulkhead
Concrete Curbing--
----- --------------•------- —.
Cot �crete
�eg1�_�--_Pad_
-t
n
7
------------_-Lquacetr A63UL _------•—•—•
Water's Edg
—•---.flu ralfi? raLk._._.
Green Area 30' froth
Green Area
�-� tD
Area
Brick Walk
Brick Walk
I rt
Di � IN
Concrete
Bulkhead
Concrete
Bulkhead
Concrete .0
I
CD
'•�
- Bulkhead ►
---------------- _
60.72' 78,33'
ExistingPermanent Dock
1265 sq ft
Pamlico River
Mean Water Elevation : 0.37' NAVD 88
---------------- g
65.96' 79.22'
Existing Permanent Dock
1265 sq ft
Legend
O EIP = Existing Iron Pipe
O NIP = New Iron Pipe
O Ex. Mon. = Existing Concrete Monument
O Mag Nail= Magnetic Survey Nail
O NPS = No Point Set
• = Power Pole
— - - - — = Right of Way
— — = Centerline
= Lines Surveyed
— — = Lines Not Surveyed
-A- = Power Line
= Curbing
R/W = Right of Way
PC = Point of Curvature
PT = Point of Tangency
All NIP's set are black iron pipe 1 " in
Diameter by 24" long
50 0 50 100 150 200
I
I
-----------------
58.76' 79.17'
Existing Permanent Dock
1265 sq ft
RECEIVED
DEC 05 2019
Sheet 1 of 4
An Inventory Shore Line Survey for:
City of Washington, NC
City of Washington, NC Beaufort County, NC
Scale 1 " = 50' Surveyed August 14 & 15, 2019
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Alley Washington, NC
www.sorrelflandsurvoying.com Office [phone]
Company License: C-3508 Mobile [phone]
"Serving the land surveying needs of Eastern NC"

! D1 Brick Walk „___
I
(D I
5. n I
tD �-
(D r► I
rook *Ala • 1
,Oo .,a I
� I
I
I
i
i
i
City of Washington
Existing Impervious Area within 50'
of the Water's Edge is 13,933.31 sq ft
City of Washington
Metes & Bounds of Concrete Bulkhead
From To Bearing Distance
D1
E1
S 51 °40'23" E
921.41'
E1
F1
N 67040'06" E
60.97'
F1
G1
S 51 °30'40" E
o n
0.79'
r
A. This plat is subject to any facts that maybe disclosed by
a full and accurate title search, as well as any right of ways
easements, zoning regulations and restrictive covenants
of record not shown hereon.
B. Area computed by the Method of Coordinate Geometry
C. All distances are horizontal ground unless otherwise noted
D. Wetlands were not defined or mapped during this survey.
E. Underground utilities are not included in this survey.
Special Notes
GI�H1
Brick Walk Concrete Bulkhead Brick Walk E1,1
81 ' X 7' 59' 81 ' X 7' id
83' X 7' -- - --- 59'
Permanent Dock Permanent Dock Permanent Dock 80.3' X 7.3'/
Proposed Dock `` Permanent Dock
Addition "A" Proposed Dock cli
Addition "B" Proposed Dock
"' Addition "C"
41.1'
Permanent
Dock
Survey Purpose
The purpose of this survey is to provide an inventory of shore line
improvements made by the City of Washington, NC. As it is not for
purposes of land title exchange, elements of G.S. 47-30, where
unnecessary and not followed.
Surveyor's Certificate and Parcel Status
!, Hugh A. Sorrell, a Professional Land Surveyor in the State of North Carolina,
certify that this plat was drawn under my supervision from an actual survey performed
under my supervision. That the boundaries surveyed are defined in Deed Book N/A
Page N/A. That the boundaries not surveyed are clearly indicated. That the ratio
of precision or positional accuracy as calculated is 1: 10,000+. That the
following information was used to perform the GPS survey.
GPS receivers used: Spectra SP 80�
Class of survey: C `e ®�� °CAR. /11
Positional accuracy: 0. 03' � � . , ,
Type of GPS field procedure: VRS ` <°Q
Dates of survey : August 14, 2019 SEA;
Datum/Epoch : NAD 83 / 2011 adjustment = : 9 L ` 8�t -
Published/ Fixed control used: "VRS" °
Geoid Model: GEOID 12A
Combined Grid Factor: 0.9998830 '�,� ',y �` � r,, `.';
Units: US FOOT 80
p1ox
That this plat was prepared in accordance with GS 47-30 as amended. fis plat meets
the requirements of GS 47-30 section F-11, item d. This survey is of another category or an
exception to the definition of a subdivision.
Witness my original signaturee�license7numberAnd seal t�js 2 day of December, 2019
r----------i
Floating Dock
L---------- I
Pamlico River
Mean Water Elevation: 0.37' NAVD 88
Legend
O EIP = Existing Iron Pipe
O NIP = New Iron Pipe
O Ex. Mon. = Existing Concrete Monument
O Mag Nail= Magnetic Survey Nail
O NPS = No Point Set
= Power Pole
— - - - — = Right of Way
— — = Centerline
= Lines Surveyed
— — = Lines Not Surveyed
-A- = Power Line
= Curbing
R/W = Right of Way
PC = Point of Curvature
PT = Point of Tangency
All NIP's set are black iron pipe 1 " in
Diameter by 24" long
59'
Addition "D"
81 "X 7'
Permanent Dock
Proposed Dock
Addition "E"
j Scale 1 " =10' i
I I
I I
I Ele anon 2.94' I
Elevation of Deck 2.5 I
i 6. I
Elevation of Water
a 0.68' ber 24, 2019
I °�° � a I
i ` -a
o U L
! Elevation Elevatio
-6. ' -7.5' y I
River Bottom I
I I
i Typical Section of
Existing and Proposed Docks
L-----------------------------------------J
101'X 7'
Permanent Dock
RECEIVE®
DEC 05 2019
Sheet 2 of 4
An Inventory Shore Line Survey for:
City of Washington, NC
City of Washington, NC Beaufort County, NC
Scale 1"= 50' Surveyed August 14 & 15, 2019
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Alley Washington, NC
www.sorrelllandsurveying.com Office [phone]
Company License: C-3508 Mobile [phone]
Land Surveyor
50 25 0 50 100 150 200
"Serving the land surveying needs of Eastern NC"

A. This plat is subject to any facts that maybe disclosed by
a full and accurate title search, as well as any right of ways
easements, zoning regulations and restrictive covenants
of record not shown hereon.
B. Area computed by the Method of Coordinate Geometry
C. All distances are horizontal ground unless otherwise noted
D. Wetlands were not defined or mapped during this survey.
ti% ' I E. Underground utilities are not included in this survey.
Special Notes
Vicinity Map not drawn to Scale
Vicinity Map I (Now or Formerly)
Moss LandingHarbour Homes (Now or Formerly)
ti-� ti Moss Landing Harbour Homes
Plat Cabinet "I" Slide 21-4, 21-5, 21-6 1 „ „
I i , CP G�� Plat Cabinet Slide 21-4, 21-5, 21-6
LP
q-
1111
11 �
I 11 1
11 �
I it 1
11
I 11
Bulkhead j
II
j I .-•'' � I I �
i —• I Retention Pond 3 I I
a �(p
— w I I "' •— 50' from River's Edge I
1 1 1 — --.—.— — — — u,t'I• 1 Eoxisting7'WoodWalkwa
1 1 I I 1 be re is Y
1 1 '•� I _..— p ced with same d �' • 1 �
30' from River's Edge ' — • I • �' �' size and
� i •-------•---•---•-----•— ! Retention Pon
—, 1 1 -'• I •' •�,�•t" ; footprint �' ;� �--
- —Wood Pie S - L — — _ �, ; Spillway 1 / • r,*.
H1• 74' 27' 11 1 '"'—•---•—.--_ _ _ /M
18' 18' 16' 1 �- -��� I - -, / 0 w
Zn Z" `° __1 �� I I Exisfing7'WoodWalkway _-----_--
Cl) _
J L �2bgr�/aced with same —Gan ' \ T _ A
M N M M ch 32, �' `� �_, gi i '�� . �'y'1 �•-_`,�'O�f%'OmRi , ' r
_ __ r .J �.�.�ersEdge I
5 6 5 6' — —size and foot print J Plan ` = J r — — �, — 30' •�-�•
— 30, — ��� from Ri —
1 .
—� _VeT_rs�, Edge—•—.—.� � � ���
� r---_ — ---' � �1 f� I I I j� �I i� j �Docks� I �--_•�7=W�V1!alk�---�. ���
1 ( s
(gyp Proposed New Docks "F" I f 1 j ^ I I i L I I I LJ C
J LJ
LJ
LJ LJ G
I I I I LJ �� 1
LJ \\�1 // `\1 ���� \\�� i/I'ang
L � T ~Plank
Floating j 1Floatmg/)� ~) /r
Docks , Docks
> 1
CD L.J 1
I I 1 1 Floating 1 1 1
I A Typical Section of the Existingand Proposed`.J l Docks / l
yp Estuarium Dockp Pamlico R►ver Jl l
'•—•—•-----•—•---•—•--------- -............. , Mean Water Elevation. 037 NAVD 88 /
j WaterE/evation j J
a Deck Width is 5' 0.68' 1,e,
I a Deck Length is39' October 24, 2019 RECEIVEb
j7 Elevation of Deck 3.40'
i m _ _ j DEC 0 5 2019
Survey Purpose I 6--- 4.4' 5.4' 4.9' 5.3' 3.9' 6.7' j
j =Elevation j
The purpose of this survey is to provide an inventory of shore line o< -10 2 CC M-VVAR0
improvements made by the City of Washington, NC. As it is not for
purposes of land title exchange, elements of G. S. 47-30, where I Elevation River Bottom
unnecessary and not followed. j -7.0' I Sheet 3 of 4
j All Deck Materials j
Surveyors Certificate and Parcel Status are Salt Treated Legend
i „ _ , i _
Inset Scale 1 15 Timbers
i Hugh A. Sorrell, a Professional Land Surveyor in the State of North Carolina, L'—•—•—.................................... J O EIP = Existing Iron Pipe An Inventory Shore Line Survey for:
certify that this plat was drawn under my supervision from an actual survey performed O NIP = New Iron Pipe
under my supervision. That the boundaries surveyed are defined in Deed Book N/A O Ex. Mon. = Existing Concrete Monument
Page N/A. That the boundaries not surveyed are clearly i is ted. at the ratio * Mag Nail= Magnetic Survey Nail City of Washington, NC
of precision or positional accuracy as calculated is 1: . That the O NPS = No Point Set
following information was used to perform the GPS sure y. 8I91/ff • =Power Pole
��� � ff� ----- =Right of Way
GPS receivers used: Spectra SP 80 ®®®® ���� '� — — = Centerline City of Washington, NC Beaufort County, NC
®m • ° ` ` • �, � = Lines Surveyed Scale 1 = 50 Surveyed August 14 & 15, 2019
Class of survey: C �4 . �F E$s =Lines Not Surveyed
Positional accuracy: 0.03 e @- ;` _= Power y
Type of GPS field procedure: VRS = SEAL —^
Dates of survey:August 14 2019 — ° �' = Curbing Sorrell Land Surveying Inc.
9 - L-284c- .� R/W = Right of Way
Datum/Epoch : NAD 83 / 2011 adjustment `� p • ` Hu h A. Sorrell, Professional Land Surveyor L-2849
® • PC = Point of Curvature 9 y
Published /Fixed control used: VRS ir'`• � �, . � o� 107 Union Alley Washington NC
Geoid Model: GEOID 12A di/', `r�o` PT = Point of Tangency
All NIP's set are black iron pipe 1"in www.sorrelllandsurveying.com
UnitsCom: Ued S FOid OT Factor: 0.9998830 �fi��,f�3t.��®� Diameter by 24" long Company License: C-3508 Office [phone]
Y Mobile [phone]
That this plat was prepared in accordance with GS 47-30 as amended. That this plat meets
the requirements of GS 47-30 section F-11, item d. This survey is of another category or an
exception to the definition of a subdivision.
C -
Witness my original 'gnature license ber and I this day of r 2019
ugh A. Sorrell, Professional Land Surveyor L-2849
50 25 0 50 100 150 200
"Serving the land surveying needs of Eastern NC"

Vicinity Map
Surveyor's Certificate and Parcel Status
1, Hugh A. Sorrell, a Professional Land Surveyor in the State of North Carolina,
certify that this plat was drawn under my supervision from an actual survey performed
under my supervision. That the boundaries surveyed are defined in Deed Book N/A
Page N/A. That the boundaries not surveyed are clearly indicated. That the ratio
of precision or positional accuracy as calculated is 1: 10,000+. That the
following information was used to perform the GPS survey. Ili
GPS receivers used: Spectra SP 80
Class of survey: C
Positional accuracy: 0.03'
Type of GPS field procedure: VRS
Dates of survey: August 14, 2019
Datum/Epoch : NAD 83 / 2011 adjustment
Published / Fixed control used: "VRS"
Geoid Model: GEOID 12A
Combined Grid Factor: 0.9998830
Units: US FOOT
That this plat was prepared in accordance with GS 47-30 as amended. That this plat meets
the requirements of GS 47-30 section F-11, item d. This survey is of another category or an
exception to the definition of a subdivision.
Witness my original signature, license number andAa6l this 2 day of December, 2019
Plank
r /
Floating
Docks
Floating
Docks
\
J
Survey Purpose
A. This plat is subject to any facts that maybe disclosed by
a full and accurate title search, as well as any right of ways
easements, zoning regulations and restrictive covenants
of record not shown hereon.
B. Area computed by the Method of Coordinate Geometry
C. All distances are horizontal ground unless otherwise noted
D. Wetlands were not defined or mapped during this survey.
E. Underground utilities are not included in this survey.
Special Notes
(Now or Formerly)
Litchfield Holding, LLC
Deed Book 1755 Page 886
Pamlico River
Mean Water Elevation: 0.37' NAVD 88
The purpose of this survey is to provide an inventory of shore line
improvements made by the City of Washington, NC. As it is not for
purposes of land title exchange, elements of G.S. 47-30, where
unnecessary and not followed.
Le-gend
O EIP = Existing Iron Pipe
O NIP = New Iron Pipe
O Ex. Mon. = Existing Concrete Monument
O Mag Nail= Magnetic Survey Nail
O NPS = No Point Set
• = Power Pole
— - - - — = Right of Way
— — = Centerline
= Lines Surveyed
= Lines Not Surveyed
—A— = Power Line
= Curbing
R/W = Right of Way
PC = Point of Curvature
PT = Point of Tangency
All NIP's set are black iron pipe I" in
Diameter by 24" long
Sheet 4 of 4
An Inventory Shore Line Survey for:
City of Washington, NC
City of Washington, NC Beaufort County, NC
Scale 1"= 50' Surveyed August 14 & 15, 2019
Sorrell Land Surveying, Inc.
Hugh A. Sorrell, Professional Land Surveyor L-2849
107 Union Alley Washington, NC
www.sorrelllandsurveying.com Office [phone]
Company License: C-3508 Mobile [phone]
yor
50 25 0 50 100 150 200
"Serving the land surveying needs of Eastern NC"