20150122 Ver 2_CAMA Application_20230901

DIVISION OF COASTAL MANAGEMENT
Fnviranmenra! FIELD INVESTIGATION REPORT
QG<)Ilty
1. APPLICANT'S NAME: G&L Partnes LLC
2. LOCATION OF PROJECT SITE: 738 East Main Street Belhaven, North Carolina 27810
Longitude:-76.61398 Latitude: 35.53285
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit I Purpose of Visit Applicant Present?
5. PROCESSING PROCEDURE:
Application Received
Application Complete
I Regional Office
8/28/2023
8/30/2023
1 DCM - Washington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: BEAUFORT, Beaufort County, Town of Belhaven (See
Beaufort County Plan)
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Estuarine and Ocean System, Coastal Shoreline, Public Trust
Shoreline, Public Trust Areas
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment:
Existing: N/A
Planned: N/A
(F) Type of Structures:
Existing: Boat Ramp, Boat ramp, Piers (Ocean and Estuarine) and Docking
Facilities, Boat slips, Boathouse, Finger pier, Other(wetslip), Pier \"L\" head, Pier \"T\"
head, Pier or dock, Shoreline Stabilization, Breakwater, Riprap, Riprap(below
MHW/NHW)
Planned: Marina, Marina expansion, Piers (Ocean and Estuarine) and Docking
Facilities, Pier or dock, Shoreline Stabilization, Breakwater
(G) Estimated Annual Rate of Erosion:
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft)
FILLED (ft)
OTHER (ft)
A Open Water
1280
CW's above NHW
C CW's below NHW
Shallow Bottom
2500
High Ground
Non -Coastal WL
(E) Total Area Disturbed: 3780 ff
(F) Primary Nursery Area: No
Field Investigation Report: G&L Partnes LLC
DCM Major Permit
Page

(G) Water Classification: SC: Aquatic Life, Secondary Contact Recreation, Tidal Salt
Water; NSW: Nutrient Sensitive Waters
Open to Shellfishing: Yes
Field Investigation Report: G&L Parines LLC
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
Applicant proposes to repair and extend base width of existing breakwater to support larger
stone; Add 12 pilings along brackwater; add 160' dock; close of existing boat ramp and add
riprap.
9. NARRATIVE DESCRIPTION:
Grand Manor Marina (previously permitted under River Forest Manor) is located at 738 East
Main St. in Belhaven in Beaufort Co. NC. The property has 560 ± feet of shoreline on Pantego
Creek. The lot is maintained lawn and parking areas. Structures include the main manor house,
a separate lodging structure, marina dock house, fuel storage and pumps and an 18' wide paved
boat ramp. There are 2 marina piers with a total of 31
formalized slips and additional side tie slips. Doc A is 300' with an 8'X55' T-head and (7)
3'X24' fingers. Doc B is 215' w a 10'x40' L-head and (8) 4'x14' fingers. A 55'x10' fuel doc
is directly in front of the doc house and a 12'x55' deck nest to the dock house. 240 ft. of the
shoreline is riprap.
Previous CAMA permit 244-88 allowed for the repair and extension of the breakwater to 600'
waterward and a base not to exceed 30' and height above NWL of 5'.
Adjacent upstream property is a developed property with a 185' pier and riprap. Downstream
adjacent property is a developed lot with a single-family residence.
Pantego Creek is located in the Tar -Pam River Basin and is classified as inland waters,
SC;NSW by the Environmental Management Commission. No SAV was observed during site
visit.
10. PROJECT DESCRIPTION:
The applicant proposes to remove the existing boat ramp and install 20' of riprap in its place
and repair 140' of existing riprap. Along this shoreline the applicant proposes to construct an 8'
X 160' pier at NWL connecting "A" dock with "B" dock. The applicant proposes to repair the
existing 600' breakwater and extend the base from 20' average to 25' with no more than 30' and
replace broken concrete area with granite. Applicant proposes to install 12 pilings along the
breakwater to mark breakwater. Total proposed platform area is 4,792 fV.
11. ANTICIPATED IMPACTS:
The project will create localized turbidity from piling installation and riprap and breakwater
installation.
Name: Kent Vaughan Date: 08-31-2023 Office: DCM - Washington Regional Office
Field Investigation Report: G&L Parines LLC
DCM Major Permit
Page 13

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1149
DCM Major Permit
08-28-2023
08-30-2023
11-14-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
G&L Partnes LLC
G&L Partnes LLC
[e-mail]
[phone]
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
738 East Main Street
Belhaven
North
Carolina
27810
738 East Main Street
Belhaven
North
Carolina
27810
Registered Agent Information
Agent Type
Business Name
Name
Email
Business Phone
Mobile Phone
fitle
Individualr.
Steve TrowelI
[e-mail]
[phone]
(252) 402-
4015
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
1620 Hoff Road
Belhaven
North
Carolina
27810
102 East Watson Street
Windsor
North
Carolina
27983
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Grand Manor Marina Improvements
Commercial
22430 Sq. Ft. / 0.52 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: Major CAMA Permit No. 244-88 issued to Axson Smith Jr. on
December 8, 1988 Major CAMA Permit No. 47-15 issued to River Forest Partners LLC on April 6, 2015
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
738 East Main Street
Belhaven, North Carolina
27810
Beaufort
Tar -Pamlico
7605-97-7667
35.53285
-76.61398
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
Effluent
Vessel
I Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
River Forest Manor and Marina was constructed originally in 1958. Currently there exist two docks, Dock A and B with finger piers
accessing a total of 36 slips. the Manor is a victorian style mansion used currently as a wedding venue. There is a marina ships store
and office as well as an apartment over the marina office. The marina has offers both diesel and non ethanol gas to boaters. There
is 6 marine pumpout points on Dock A.
Existing Land Uses:
Property is utilized as a marina and wedding venue offering overnight accommodations. The marina is used primarily by transient
boats traveling the ICW. The marina offers fueling, both diesel and non -ethanol gas. There are 6 existing pump -out stations on Dock
A. The marina offers two full bathrooms and laundry services. There are 3 existing rental units in addition to the manor building.
Existing Wastewater Treatment/Disposal:
Town of Belhaven Sewer
Solid Waste/Fish Offal/Trash Disposal:
Town of Belhaven

Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
Refurbishment of the existing breakwater will serve to diffuse wave action making mooring of vessels in the spring and fall transient
seasons more favorable when the wind and seas are from the east. The dingy dock will serve to attract patrons to the marina and
the Town of Belhaven for boats that utilize the anchorage in Belhaven Harbor. Refurbishment of the existing riprap revetment will
remove the unsightly broken concrete subject to be scattered in a storm event and replace the broken concrete with better suited
granite riprap.
Build ings/Facilities/U nits/Structures:
Current there are two docks, Dock A and B with a total of 36 slips. There is an existing building housing the marina office, two full
bathrooms and an upstairs apartment. In addition to the manor building, is a cottage housing three units for rent. There is an
existing approximately 30' wide by 600' long riprap breakwater constructed out of marl. The shoreline is stabilized with a bulkhead
and a broken concrete riprap revetment.
Use & Daily Operations:
The marina and associated slips are primarily used by transient boats traveling the nearby ICW.
Construction Methodology & Equipment:
A an excavator will be used to drive piling operating off the bank to drive pilings for the dingy dock as well as the broken concrete
riprap removal. The riprap will be staged on the shore between Dock A and B where an excavator will place the riprap on a barge.
Once loaded with riprap the barge will be pushed to the east side of the basin where an excavator supported by the barge will place
the riprap. Water depths inside the basin are more than enough to support the navigation of a loaded barge without interaction
with the basin bottom. The offshore end of the existing breakwater will be staked with PVC poles to deleneate the submerged
existing breakwater so as to guide the excavtor operator in the riprap placement.
Development Activities Narrative Specifics:
Application Narrative:
Enclosed is a Major CAMA permit application package submitted on behalf of G and
L Partners LLC for proposed improvements to the River Forrest Manor Marina dba
Grand Manor Marina located at 212 Riverview Street or 738 East Main Street in
the Town of Belhaven adjacent Pantego Creek in Beaufort County, North Carolina.
The project site is bordered on the northern side by East Main Street and on the
western side by Riverview Street and the Beaufort County Property Record Card
reports both addresses. For this application, the 738 East Main Street address
will be used. The proposed improvements to Grand Manor Marina sought by this
Major CAMA permit application include the proposed construction of an 8' wide by
160' long "dingy dock" that is proposed to be constructed parallel to and
partially spanning the existing shoreline riprap revetment in Pantego Creek
connecting Dock A to Dock B. The other development activity seeking
authorization through the Major CAMA permit process is the refurbishment of an
existing marl riprap breakwater situated along the eastern edge of the existing
dredged basin supporting through wave attenuation the mooring of transient
vessels mooring in one of the 17 slips on Dock A or 19 on Dock B. Also, the
existing shoreline riprap revetment is to be re -worked to remove the excessive
broken concrete that has been placed overtime. In an area approximately 210'
long, the broken concrete will be removed, and the revetment will be reshaped
and top dressed with better suited granite riprap. An existing concrete boat
ramp adjacent slip number 1 will be removed and the existing riprap revetment
extended approximately 25' to tie into an existing concrete bulkhead. Also, 12-
Class B piles will be driven along the existing breakwater on the west/basin
side of the structure to delineate the breakwater location as well as to protect
against boat strikes from boats navigating in the basin.
The purpose and need for this proposed dock is to facilitate the temporary
mooring of ancillary vessels "dingys" launching from the transient vessels
anchoring in inside Belhaven Harbor. The undeveloped/southern side of Pantego
Creek inside the federal harbor project, this area has and continues to be

utilized as an anchorage by boats traveling the Intracoastal Waterway (ICW).
There is limited access to dingy dockage to service the vessels.
Belhaven Harbor is a Federal Navigation project constructed in 1938 by the
Wilmington District United States Army Corps of Engineers Civil Works Navigation
Branch (USACE) and consists of a dredged channel with dimensions of 100' wide x
-12' deep, excavated and marked from the Atlantic Intracoastal Waterway (ICW),
located 1.2 nautical miles from the project site, to a turning basin located
approximately 800' east of the HWY 99 bridge over Pantego Creek. Also, there is
two timber breakwaters positioned at the confluence of Pantego Creek and the
Pungo River for the purpose of attenuating wave action inside Belhaven Harbor.
Grand Manor Marina has a marked dredged channel from the Federal channel with
dimensions of approximately 100' wide x 1,300' long and maintains a depth of 10'
or greater to the dredged basing housing the marina. Attachment no. 1 to this
application package documents/describes efforts to improve this Federal
Navigation project namely the breakwater and efforts to improve it's wave
attenuation performance and resultant protection of Belhaven Harbor. In 2006
the USACE funded a feasibility study to explore the construction of a estuarine
reef on the harbor side of the existing timber breakwater with the Town of
Belhaven as the sponsor. The primary purpose of the reef would be to better
attenuate wave energy making it through the existing breakwater and at the same
time providing structural fishery habitat. Subsequently in 2007 the USACE
continued to fund the feasibility study and included a cost share component
between the USACE and the Town of Belhaven. Considering the lack of funding to
maintain other more heavily used Federal navigation projects it is assumed that
lack off available funds is why this proposed improvement lost momentum.
Relatively recent in 2011 the timber breakwater structure was replaced "in kind"
utilizing Federal funding provided by the USACE. The existing breakwater
structure was replaced and raised in height to 5' above sea level an additional
18" above what existed prior to 2011. The wooden breakwater structure extends
approximately 2 feet below the NWL and 3' above.
Past State and Federal permit history of the River Forrest Manor include Major
CAMA permit no. 244-88 issued on December 8, 1988. This Major CAMA permit
authorized in part the enlargement of the existing riprap breakwater to a final
dimension of 30' wide x 600' long with a finished height of 5' above the normal
water level (NWL). Attachment no. 2 is Major CAMA Permit no. 244-88 and the NC
Division of Coastal Management (DCM) Field and Bio report that describes the
project site and proposed development activities proposed in the 244-88
application package. Permit condition number 3 documents the permitted base
width of 30'. The Bio report describes the existing and proposed final
breakwater dimensions.
The existing riprap breakwater has an existing length of approximately 600"
based off an August 7, 2023, onsite investigation and the application package as
part of Major CAMA Permit No. 244-88. The base width ranges from 20' to 25'
wide but the toe of the structure was buried in areas by sand. The offshore end
of the breakwater had washed down and is scattered across the bottom. The
bottom was sandy and there was no submerged aquatic vegetation observed. Also,
there was no opportunistic attachment of oysters to the structure. The existing
breakwater is constructed of marl. Water depths along the breakwater structure
range from 3' nearshore to -3.8' near the terminus of the structure. The
breakwater is emergent 1' above the NWL for the first 300' then is submergent
for the last ±300' from -6" to -1.5' below the NWL. The loss in height is
likely due to settling over time resultant of the stronger wave energy offshore.
Belhaven Harbor is subjected to wind borne tides that rise with winds from a
North and Easterly directions. These wind directions also have the greatest
fetch generating the strongest wave action to the project site. Although, the
Federal timber breakwater does serve to lessen the wave energy in Belhaven

Harbor, wave energy is still passes through the structure necessitating the need
to further diffuse the energy to facilitate the mooring of transient vessels at
Grand Manor Marina. The spring and fall transient boat season are timed up with
the wind shifts to the east reducing the number of days when climatic conditions
are conducive to mooring transient vessels at Grand Manor Marina. Rising wind
tides coincide with strongest wave action a product of wind direction and fetch.
The applicant proposes to refurbish the existing breakwater by adding additional
class II and class B granite riprap working within the previously authorized 30'
wide x 600' long footprint raising the finished height of the breakwater to +3'
above the NWL. The side slopes of the breakwater will be 2':1' and the width of
the crest will be between 3' to 6' wide above the NWL. This height was chosen
to account for normal seasonal high wind tide events coupled with the stronger
wave energy. Granite was chosen over the continued use of marl because granite
is denser and heavier reducing the potential to be relocated and scattered in a
severe storm event. The granite will be stock piled on the bank between Dock A
and B. An excavator will move the riprap from the stock pile to a barge in the
basin. Once loaded the barge will be pushed to the to the east side of the
basin for placement on the breakwater. The applicant also proposes to drive
12-Class B timber piles along the existing "basin/west side" of the existing
breakwater for the purpose of delineating the structure for vessels navigating
in the east side of the existing dredged basin and to fend vessels off the
riprap should a vessel lose power or steering.
The existing marl breakwater is located within the riparian area of the adjacent
parcel to the East of the Grand Manor Marina property. The adjacent parcel is
developed as a single-family residence and is privately owned by Mr. Axson Smith
Jr., a former owner of the River Forrest Manor and Marina. This parcel was
subdivided out of the adjacent commercial property when Mr. Smith sold the
commercial property in 2014. The purpose of the subdivision was to allow Mr.
Smith to reside on the property and to continue living there. A "Cross Access
and Maintenance" easement was drafted, signed and recorded in October 2014 which
allowed Mr. Smith vehicular ingress and egress across the commercial property
for access to the residence. As part of this easement, Mr. Smith granted a
permanent maintenance easement for the breakwater in his riparian area (see
Attachment no. 3)
Per the latest guidance from the Division of Water Resources I have submitted
the electronic meeting request on July 20, 2023 for this project in regards to
obtaining the 401Water Quality Certification and have included the email
documentation in this application package. I certify that all information
contained in this application package is true, accurate and complete to the best
of my knowledge and belief. I hereby request that the certifying authority
review and take action on this CWA 401 certification request within the
applicable reasonable period of time.
Steve Trowel
[phone]
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months Amount of Erosion (Feet Within the Past 12 Months)
False
Source of Erosion Amount Information

Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Rip Rap/Revetment
Type of Stabilization Material
Describe "Other" Stabilization Material
Granite
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
25
15
10
10
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
1
Source of Fill Material
1
250
Quarry
How Will Fill Material be Kept on Site and Erosion Controlled
Earthen fill will be sloped, graded and seeded.
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: True
Docking Facilities Details
Facility Use
# of Tie Pilings
Existing Slips
New Slips
Commercial
0
36
0
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Fixed Piers
160
8.00
1
Freestanding Moorings & Buoys Associated With This Docking Facility
Structures Consistent With Water Use Plan Existing Freestanding Moorings & Buoys Slips New Freestanding Moorings & Buoys Slips
False
Buoy Details:
Moorings & Buoys Details
Mooring or Buoy Distance From Shoreline I Arc of Swing Water Depth
Excavation Development Activity Included: False
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False

Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False
Other Fill Below Water Level Development Activity Included: True
Other Fill Below Water Level For Utility Crossing
Will Fill Material be Placed in Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
How Will Fill Material be Kept
on Site and Erosion Controlled
Wetlands Crossed Transporting
Equipment to Project Site
Steps Taken to Avoid/Minimize Environmental Impact
False
Other Fill Dimensions
Length
Width
Type of Fill
"Other" Fill Type Describe
Purpose of Fill
600
30
Granite
Refurbish existing riprap breakwater located on east
side of dredged basin.
Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: False
Energy Facilities Development Activity Included: False

Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
General Development Activity Questions
These questions are applicable if 1 of the following development activities are included in the project
(Boat Ramps, Freestanding Moorings, Buoys & Bird Nesting Poles, Piers & Docking Facilities, Temporary Structures, Living Shorelines,
Shoreline Stabilization Submerged Lands Mining)
Boat Type(s)
Typical Boat Length
Other Boat Type (Describe)
Open runabout
12
Adj Riparian Property Line #1 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #2 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
100
180
Width of Water Body
Water Depth @ Waterward End of
Structure (NLW or NWL)
Water Depth @ Most Landward
Boat Slip (NLW or NWL)
Water Depth @ Most Waterward
Boat Slip (NLW or NWL)
3560
4
4
4
Navigational
Aids Required
Number of
Buoys
Number of Day
Markers
Min Distance of Each Aid Placed
Beyond Shoreline
Max Distance of Each Aid Placed
Beyond Shoreline
False
Marina Development Activity Details Required
Marina Details
These questions are applicable if there are a combined number of slips of 10 or more across all development activities
Repair or Maintenance
Travel Lift
Fuel & Marine
Dry Storage (# of Boats)
Lease of Slips
Other Services
Services
and/or Rail
Supplies
False
False
True
True
False
Detailed Plan - Location of Repair/Maintenance Services & Efforts to Contain Debris/Runoff From Entering Adjacent Wetlands/Water Bodies
Provide a Detailed Plan of the Location of Fuel Handling Facilities & Describe Safety Measures Planned to Protect Water Quality
Fueling of boats is limited to Dock A with two diesel pumps dispensers. There is a non ethanol dispenser to fuel smaller vessels in slip no. 1.
There is a designated employee who oversees and monitor fueling events. The employee is trained to know where the fuel spill response
materials (absorbent socks, pillows, and pads as well as a floating containment boom) are located and how to use them. A dock box will be
mounted on Dock A" near the fueling slips. There is an ABC all-purpose fire extinguisher mounted on a piling on fuel pier. The fuel nozzles have a
back pressure shutoff and the latch open device will be removed. The marina has a "no topping off' policy and will stop the fuel delivery when
the vessel's fuel tank has reached 95% capacity. Also, there is an emergency shutoff valve on or adjacent to Dock "A". All fueling events are
documented and the amount dispensed recorded.
Other Services (Detailed Description)
Dock A has 6 existing locations plumbed to facilitate the pumping of waste water from vessels holding tanks. The pump out is plumbed to the
Town of Belhaven sewer system.
Industrial Pollutants Being Used (Paint, Sandblasting Waste,
Industrial Pollutants Management Plan
Petroleum Products, Vessel Maintenance Operations)
False
# of Toilets
# of Showers
Location of Toilets
2
2
Marina Office Building
Boat Holding
Existing
Proposed
Pumpouts—Location of Each
Pumpouts—Type of Each
Tank Pumpouts
Pumpouts
Pumpouts
False
6
0
Dock A
How Will Overboard Discharge of
Number of Channel Marker
Provide Details to the Type of Signage and Location of the Signs
Sewage From Boats be Controlled
or No Wake Signs Proposed

A''No Discharge'' policy is enforced
at the marina.
Marina Safety Policy on
Marina Located Within or Close
Shellfish Lease
Shellfish Leasholder(s) Name & Address
Overnight & Live Aboard Storage
Proximity to Shellfish Lease
Proximity to Marina
There is a ''no live aboard'' policy
False
at the marina.

FOR REGISTRATION REGISTER OF DEEDS
Carolyn L. Garris
Beaufort County, NC
May 16, 2023 09 ; 53 ; 52 AM
Book 2130 Page 423-426
FEE: $26.00
NC REVENUE STAMP; $5,350.00
INSTRUMENT # 2023002326
FE, UFORT COU ETY ,L,.,:'ND RECORDS
ROUTING FORM � UV 21 _
►1 5-I(p -Z5
Land Pw� o�dn Official Date
OK 21331'G423
INSTRUMEN 1 20 N2326
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $5,350.00
Delinquent taxes, if any, to be paid by the closing attorney to the county tax collector
upon disbursement of closing proceeds.
Parcel Identification No.: 7605-97-7667
Return to: Grantee
This instrument was prepared by: Weatherspoon & Voltz LLP (without benefit of title examination)
Brief description for the Index: 738 E. Main Street, Belhaven, NC
THIS DEED is made this 111' day of May, 2023, by and between:
GRANTOR
RIVER FOREST PARTNERS, LLC,
a North Carolina limited liability company
1004 Wake Forest Road
Raleigh, NC 27604
GRANTEE
G & L PARTNERS, LLC,
a North Carolina limited liability company
73 8 E. Main Street
Belhaven, NC 27810
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 that certain lot or parcel of land situated in the Town of Belhaven, Beaufort County, North
Carolina and being described as follows:
Set forth in Exhibit A attached hereto and incorporated herein by reference.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1856, Page
864, Beaufort County Registry.
A map showing the above -described property is recorded in Plat Cabinet I, Slide 23-6, Beaufort County
Registry.

B 2I 38PG424
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 hereby warrants that Grantor has done nothing to impair such title as Grantor received,
and Grantor will forever warrant and defend the title against the lawful claims of all persons claiming by,
under or through Grantor, other than the following:
See Exhibit B attached hereto and incorporated herein by reference.
All or a portion of the property herein conveyed ❑ includes or ® does not include the primary residence
of Grantor.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be duly executed as of the
day and year first above written.
RIVER FOREST PARTNERS LLC,
a North Carolin ited liab'ity omp ny
By.
C. Brantley Willman, Jr., Manager
STATE OF NORTH CAROLINA
COUNTY OF WAKE
I certify that the following person(s) personally appeared before me this day, acknowledging to me
that he or she signed the foregoing document for the purpose stated therein and in the capacity indicated:
C. Brantley Tillman, Jr.
Date: t� [ �L 2023
My commission expires:
[Official seal]�ti
g
PO
00
'• C®Uia�,
2
Notary Public pp
jjj I I c cv'►
Printed Name

6 21331OG 25
Exhibit A
All that certain tract or parcel of land lying and being situate in the Town of Belhaven, Beaufort County,
North Carolina and being more particularly described as follows:
Being all of the 4.34 acres, more or less, as shown on that map of survey entitled "Final Plat for River Forest
Partners, LLU, prepared by Gaskins Land Surveying, P.A., dated May 6, 2013 and recorded in Plat Cabinet
I, Slide 23-6, Beaufort County Registry, reference to which is made for a more complete description.
3

Exhibit B
1. Taxes and assessments for the year 2023, and subsequent years, which are not yet due and payable.
2. Easements, setback lines and any other matters shown on plats recorded in Map Book 21, Page 6;
and Plat Cabinet I, Slide 23-6, Beaufort County Registry.
3: Notice of Residual Petroleum recorded in Book 1855, Page 639, and in that Affidavit of Correction
filed in Book .1856, Page 510, Beaufort County Registry.
4. Cross Access and Maintenance Agreement recorded in Book 1856, Page 871, Beaufort County
Registry.
5. Deed for Highway Right of Way to the Department of Transportation recorded in Book 849, Page
46, Beaufort County Registry.
6. Rights of the State of North Carolina to (i) lands lying below the mean high water mark; (ii) lands
that have been created by artificial means; and (iii) riparian rights.
7. Rights of the federal government to control navigable waters, and public rights of access to any
navigable waters.
�, / 4
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August 18, 2023 Irr-
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Certified Mail — Return Receipt Requested
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Mr. Wayne Daniel Funderburke
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7110 Moresham Way
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Wake Forest, North Carolina 27587
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Enclosed is a Major CAMA permit application for proposed improvements to the River Forest
Manor Marina dba Grand Manor Marina owned by G and L Partners LLC located at 738 East
Main Street adjacent your residence in the Town of Belhaven, Beaufort County, North Carolina.
The proposed improvements include maintenance of the existing riprap breakwater, existing riprap
revetment and construct an 8' x 160' dingy dock (Dock C) connecting Dock A to Dock B. Also,
the existing boat ramp will be removed, and the riprap revetment will be extended 25' to the
existing concrete bulkhead next to slip no. 1. The specifics of the proposed work are in the
enclosed application forms and drawings. The specifics of the proposed work are in the enclosed
application forms and drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you
of the development to give you the opportunity to comment on the project as part of a prescribed
environmental permit process administered by the NC Division of Coastal Management
(NCDCM). Please review the attached permit application and drawings.
Should you have any objections or comments concerning this proposal, please send your written
comments to Mr. Kelly Spivey, DCM District Manager, Washington Regional Office, 943
Washington Square Mall, Washington, NC 27889, within 30 days of your receipt of this notice.
Such comments will be considered by the Department in reaching a final decision on the
application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at [phone].
Si �eI
r
Steve J. Trow
Enclosures

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August 18, 2023 r-
Certified Mail — Return Receipt Requested o
William Axson Smith, Jr. Ln
Post Office Box 295 0
Belhaven, North Carolina 27810 a
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Dear Mr. Smith: ``
Postal
CERTIFIED
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Enclosed is a Major CAMA permit application for proposed improvements to the River Forest
Manor Marina dba Grand Manor Marina owned by G and L Partners LLC located at 738 East
Main Street adjacent your residence in the Town of Belhaven, Beaufort County, North Carolina.
The proposed improvements include maintenance of the existing riprap breakwater, existing riprap
revetment and construct an 8' x 160' dingy dock (Dock C) connecting Dock A to Dock B. Also,
the existing boat ramp will be removed, and the riprap revetment will be extended 25' to the
existing concrete bulkhead next to slip no. 1. The specifics of the proposed work are in the
enclosed application forms and drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you
of the development to give you the opportunity to comment on the project as part of a prescribed
environmental permit process administered by the NC Division of Coastal Management
(NCDCM). Please review the attached permit application and drawings.
Should you have any objections or comments concerning this proposal, please send your written
comments to Mr. Kelly Spivey, DCM District Manager, Washington Regional Office, 943
Washington Square Mall, Washington, NC 27889, within 30 days of your receipt of this notice.
Such comments will be considered by the Department in reaching a final decision on the
application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at [phone].
PJ.Trowel
,
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Enclosures

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August .n
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Certified Mail Restricted Delivery
Mr. Julian P. Goff
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Post Office Box 10
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Belhaven, North Carolina 27810
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Enclosed is a Major CAMA permit application L_ Yovements to the River Forest
Manor Marina dba Grand Manor Marina owned by G and L Partners LLC located at 738 East
Main Street adjacent your residence in the Town of Belhaven, Beaufort County, North Carolina.
The proposed improvements include maintenance of the existing riprap breakwater, existing riprap
revetment and construct an 8' x 160' dingy dock (Dock C) connecting Dock A to Dock B. Also,
the existing boat ramp will be removed, and the riprap revetment will be extended 25' to the
existing concrete bulkhead next to slip no. 1. The specifics of the proposed work are in the
enclosed application forms and drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you
of the development to give you the opportunity to comment on the project as part of a prescribed
environmental permit process administered by the NC Division of Coastal Management
(NCDCM). Please review the attached permit application and drawings.
Should you have any objections or comments concerning this proposal, please send your written
comments to Mr. Kelly Spivey, DCM District Manager, Washington Regional Office, 943
Washington Square Mall, Washington, NC 27889, within 30 days of your receipt of this notice.
Such comments will be considered by the Department in reaching a final decision on the
application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at [phone].
OJ.
SitStowel
Enclosures

7/20/23, 5:34AM Gmail - 401/Buffer Pre -filing Meeting Request
MGmail Steve Trowell <[e-mail]>
401/Buffer Pre -filing Meeting Request
1 message
Steve Trowell <[e-mail]>
To: "401 [e-mail]" <401 [e-mail]>
Please fill out the following information:
Project Name:
Grand Manor Marina Belhaven
County:
Beaufort County
Applicant Name:
Larry and Gina Holcomb
Applicant Email:
[e-mail]
Thu, Jul 20, 2023 at 5:34 AM
**Please note that multiple projects may be submitted within the same email by supplying all the above information for
each project.
***In the event your email is not allowing auto -responses, please save a copy of your sent email for your records and if
necessary use that copy in application/form submittal.
Sent from for Windows
https://mail.google.com/mail/u/0/?ik=bl 80975279&view=pt&search=all&permthid=thread-f:1771931585559378659&simpl=msg-f:1771931585559378659 1 /1

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
Washington Daily News
P.O Box
Washington NC 27889
NORTH CAROLINA
Environmental Quality
September 1, 2023
Attention: Legal Advertising Department
Please include the enclosed Notice of Filing in the Public Notice section of the 6 September
2023 edition of your newspaper. If it will not be possible to include this notice in that edition, or
if you should have any questions about this notice, please call me as soon as possible at 948-3820.
The State Office of Budget and Management requires an original Affidavit of
Publication prior to payment for newspaper advertising. Please send the affidavit, an
original copy of the published notice, and an original invoice to:
Thank you.
Sincerely,
Tabitha Fulford, Administrative Assistant II
Division of Environmental Quality
Division of Coastal Management
ATTACHMENT
Cc: File
E Q�� North Carolina Department of Environmental Quality I Division of Coastal Management
Washington Office 1 943 Washington Square Mall I Washington, North Carolina 27889
NORTH CAROLINA _
oro..ofmm e��mmeaiouar� /� 252.946.6481

NOTICE OF FILING
OF APPLICATION FOR
CAMA MAJOR DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by
N.C.G.S. 113A-119(b) that an application for a development permit in an Area of Environmental
Concern as designated under the Coastal Area Management Act (LAMA) was received on 30
August 2023. According to the said application submitted by Grand Manor Marina Improvements.
Applicant proposes to repair and extend base width of existing breakwater to support larger stone;
Add 12 pilings along breakwater; add 160' dock; close of existing boat ramp and add riprap.
A copy of the entire application may be examined or copied at the office of Kelly Spivey,
District Manager, Washington Regional Office, 943 Washington Square Mall, Washington, NC,
during normal business hours. Public comments received by 27 September 2023 will be considered.
Later comments will be accepted and considered up to the time of permit decision. Project
modifications may occur based on further review and comments. Notice of the permit decision in
this matter will be provided upon written request.
Kelly Spivey
Washington District Manager
NC Division of Coastal Management
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
Please publish on: 6 September 2023

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■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Ad ssed to:
11111111111 IN II III I I I II III
9590 9402 6849 1060 6749 80
9 Artirta Number (Transfer from service label)
21 0950 0001 9756 3386
PS Form 3811, July 2020 PSN 7530-02-000-9053
1.'
■ Complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
II I'lll'I III I'I I II I III II I I I'll ll II II II II' I III
9590 9402 6849 1060 6749 73
2. Article Number (Transfer from service label
21 0950 0001 9756 3393
PS Form 3811, July 2020 PSN 7530-02-000-9053
A. Signature
X 7 ❑ Agel
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B. Received by (Printed Name) C. Date of D
D. ICI v§ erent from item 1? ❑ Yes
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(over m)
Domestic Return Rr

Attachment No. 1
Us Army Corps
of Engineers
VOmingtan District
• Sponsor: Town of Belhaven
• Name of project to be modified:
Belhaven Harbor, NC (breakwater
constructed in 1938)
• 100% Federally funded preliminary
feasibility phase ($100,000)
initiated in August 2006
• Feasibility cost sharing agreement
executed in May 2008
• Existing breakwater structure was
replaced in -kind using Operation
and Maintenance emergency
supplemental funds. This was
completed in May 2011
Belhaven Harbor Environmental
Improvements, Belhaven, NC
(Project Modifications for
Improvement to the Environment)
(CAP Section 1135)
CONGRESSIONAL DISTRICT: NC 3 DATE: 8 April 2013
1. AUTHORIZATION: Section 1135 of the Water Resources Development Act of 1986, as
amended.
2. STUDY AREA: Belhaven Harbor is located on Pantego Creek, a tributary of the Pungo River
in Beaufort County, North Carolina, about 140 miles east of Raleigh. The original project was
specifically authorized on June 20, 1938 (HD 693/75/3) and consists of two separate timber
breakwaters at the mouth of Pantego Creek and a channel 12 feet deep, 100 feet wide, from
Pungo River to a point about 800 feet east of the highway bridge, with a basin, 300 feet wide, 800
feet long, at the upper end. This structure was replaced in -kind using Operation and Maintenance
emergency supplemental funds in May 2011.
3. IMPROVEMENTS DESIRED: The proposed modification will add a submerged reef in the lee
(harbor side) of each breakwater. The structure would serve to improve the estuarine habitat and
would also improve the sheltering of the harbor from waves.
Page 1 POC: Jonathan Bingham [phone]

Attachment No. 1
PROJECT INFORMATION — Belhaven Harbor Environmental Improvements, Belhaven, NC,
(CAP Section 1135) — Continued
4. COST ESTIMATE:
$ 434,000 (Feasibility phase $267,000 Federal, $167,000 non -Federal)
2,726,000 (Design & implementation phase 75% Federal, 25% non -Federal)
$3,160,000
5. FEDERAL FUNDING ALLOCATION THRU FY 2012: Total of $309,000 which includes
$267,000 feasibility funds and $42,000 in design and implementation funds.
6. FY 2013 ALLOCATION: $0. Carry -in funds are being used to complete the feasibility phase.
7. FY 2014 OPl1MUM AMOUNT: $2,000,000. Funds could be used to fully fund construction of
environmental features.
8. KEY DATES: September 2013 Approval of feasibility phase
January 2014 Execution of project partnership agreement/
begin design
May 2014 Completion of design
September 2014 Award construction contract
Note: Completion dates subject to the availability of funds.
9. STATUS: Agency Technical Review (ATR) began in February 2013. A preliminary restoration
plan was approved in August 2004. Funds in the amount of $100,000 were received for initiation
of the feasibility phase in August 2006 at full Federal expense. Additional funds in the amount of
$130,000 were received in FY 2007 to execute the feasibility cost sharing agreement and
continue the feasibility phase.
10. OTHER INFORMATION: The breakwater structure provides fish attraction but no significant
fish habitat or food production. The proposed project provides ecosystem improvements by
providing structural fish habitat.
Broad support among state and Federal resource agencies exists for improving aquatic habitat
diversity. The North Carolina Division of Water Resources has indicated an interest in pursuing
improvements to the Belhaven Harbor project. The U.S. Fish and Wildlife Service has expressed
support for the proposed project.
Emergency supplemental Operation and Maintenance funds were received in FY 2009 to
replace the storm -damaged breakwater which was in critical condition. The in -kind replacement
was completed in May 2011.
Page 2

Attachment No. 1
Us Army Corps
of Engineers
VOmingtan District
• Sponsor: Town of Belhaven
• Name of project to be modified:
Belhaven Harbor, NC (breakwater
constructed in 1938)
• 100% Federally funded preliminary
feasibility phase ($100,000)
initiated in August 2006
• Feasibility cost sharing agreement
executed in May 2008
• Existing breakwater structure was
replaced in -kind using Operation
and Maintenance emergency
supplemental funds. This was
completed in May 2011
Belhaven Harbor Environmental
Improvements, Belhaven, NC
(Project Modifications for
Improvement to the Environment)
(CAP Section 1135)
CONGRESSIONAL DISTRICT: NC 3 DATE: 8 April 2013
1. AUTHORIZATION: Section 1135 of the Water Resources Development Act of 1986, as
amended.
2. STUDY AREA: Belhaven Harbor is located on Pantego Creek, a tributary of the Pungo River
in Beaufort County, North Carolina, about 140 miles east of Raleigh. The original project was
specifically authorized on June 20, 1938 (HD 693/75/3) and consists of two separate timber
breakwaters at the mouth of Pantego Creek and a channel 12 feet deep, 100 feet wide, from
Pungo River to a point about 800 feet east of the highway bridge, with a basin, 300 feet wide, 800
feet long, at the upper end. This structure was replaced in -kind using Operation and Maintenance
emergency supplemental funds in May 2011.
3. IMPROVEMENTS DESIRED: The proposed modification will add a submerged reef in the lee
(harbor side) of each breakwater. The structure would serve to improve the estuarine habitat and
would also improve the sheltering of the harbor from waves.
Page 1 POC: Jonathan Bingham [phone]

Attachment No. 1
PROJECT INFORMATION — Belhaven Harbor Environmental Improvements, Belhaven, NC,
(CAP Section 1135) — Continued
4. COST ESTIMATE:
$ 434,000 (Feasibility phase $267,000 Federal, $167,000 non -Federal)
2,726,000 (Design & implementation phase 75% Federal, 25% non -Federal)
$3,160,000
5. FEDERAL FUNDING ALLOCATION THRU FY 2012: Total of $309,000 which includes
$267,000 feasibility funds and $42,000 in design and implementation funds.
6. FY 2013 ALLOCATION: $0. Carry -in funds are being used to complete the feasibility phase.
7. FY 2014 OPl1MUM AMOUNT: $2,000,000. Funds could be used to fully fund construction of
environmental features.
8. KEY DATES: September 2013 Approval of feasibility phase
January 2014 Execution of project partnership agreement/
begin design
May 2014 Completion of design
September 2014 Award construction contract
Note: Completion dates subject to the availability of funds.
9. STATUS: Agency Technical Review (ATR) began in February 2013. A preliminary restoration
plan was approved in August 2004. Funds in the amount of $100,000 were received for initiation
of the feasibility phase in August 2006 at full Federal expense. Additional funds in the amount of
$130,000 were received in FY 2007 to execute the feasibility cost sharing agreement and
continue the feasibility phase.
10. OTHER INFORMATION: The breakwater structure provides fish attraction but no significant
fish habitat or food production. The proposed project provides ecosystem improvements by
providing structural fish habitat.
Broad support among state and Federal resource agencies exists for improving aquatic habitat
diversity. The North Carolina Division of Water Resources has indicated an interest in pursuing
improvements to the Belhaven Harbor project. The U.S. Fish and Wildlife Service has expressed
support for the proposed project.
Emergency supplemental Operation and Maintenance funds were received in FY 2009 to
replace the storm -damaged breakwater which was in critical condition. The in -kind replacement
was completed in May 2011.
Page 2

Attachment No. 2
Permit Class Permit Number
NEW STATE OF NORTH CAROLINA 244-88
Department ❑f Natural R�i� .Comm unity Development
��..��Y ZO 7
Coastal,•Ke�Sau& Won
fo l �,
10 Major De}vel4m I nt in NCand `cif, ironmental
Concerti 13 auant to U'�T3 3 �4
Excavatioiz andjor:fillingpLit suariit�to NCGS 113-229
issued to River Forest Manor, 608 E . Main Street, Belhaven, NC 27810
authorizing development in Beaufort County at _Pantego Creek at Belhaven
as requested in the pennittee's application dated _ 7 /22/88 1 nc l udi ng _
attached plats, 2, "Corrected" 7/30/88.
This permit, issued on j T� is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
New Construction and Basin Maintenance
(1) This permit authorizes jetty extension and rebuilding as described in the
application, new pier and "work platform" construction and maintenance
of the existing basin, not to exceed eight (8) feet below normal water
level. Inasmuch as plats were not submitted, access channel maintenance
is expressly prohibited.
(2) The riprap material roust be free from loose dirt or any other pollutant
in other than trace quantities.
(3) The base of the section of breakwater which is to be rebuilt and the base
of the new extension of breakwater will not exceed 30' in width at any
point.
(4) All excavated materials will be confined landward of the normal water elevation
contour within adequate dikes or other retaining structures to prevent
(See attached sheet for Additional Conditions
This permit action may be appealed by the permittee
or other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification
not covered hereunder requires further Departmental
approval.
All work must cease when the permit expires on
December 31. 1991
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
Carolina Coastal Management Program.
Signed by the authority of the Secretary of DNRCD and
the Chairman of the Coastal Resources Commission.
David W. Owens, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Attachment No. 2
River Forest Manor
ADDITIONAL CONDITIONS
Permit #244-88
Page ? of 2
spillover of solids into any vegetated wetlands or surrounding waters.
(5) The terminal end of the pipeline from the dredge into the diked retention
area will be positioned at or greater than 50 feet from any part of the
dike and a maximum distance from spillways to prevent dike erosion and
to allow adequate settlement of suspended solids.
(5) A water control structure will be installed at the intake end of the effluent
pipe leading from the retention area in order t❑ ensure maximum settlement
of suspended solids.
(7) Flow from the diked retention area will be confined by pipe, trough, or
similar device t❑ a point at or below the normal water elevation contour
to prevent gully erosion and siltation.
(8) No excavated or fill materials will be placed at any time in any vegetated
wetlands or waters.
(9) The temporary placement or doable handling of excavated or fill materials
within waters or vegetated wetlands is not authorized.
(10) The activity will be conducted in such a manner as to prevent significant
increase in turbidity outside the area of construction or construction -related
discharge (increases such that the turbidity in the strewn is 25 NTUs or -
less are not considered significant).
(11i The exterior slopes of the disposal area dikes be at an angle no steeper,
than 1 112 h : 1 v.
(12) Appropriate erosion and sedimentation control devices, measures. o- structures
be used to prevent sediment from entering the adjacent wetlands/watercourses/
property (e.g., silt fence, diversion swaleslberms, sand fence, etc.).
(13) A ground cover sufficient to restrain erosion be provided within 30 working
days of completion of any phase of grading on cut or filled slopes.
Marina Operation
0 4) Prior to occupancy of any new slips authorized under this permit, the permittee
will permanently equip the marina with a pumpout facility to service boats
with holding tanks.
i157 The marina shall prominently post and enforce a no sewage discharge policy
at the entrance and exit from the main pier-.
(15) No sewage, whether treated or untreated, shall be discharged at any time
from boats using the marina. Any sewage discharge at the dock facility,
by a vessel using the marina, shall be considered a violation of this permit
for which the permittee is responsible. This prohibition Shall be applied
and enforced throughout the entire existence ❑f the permitted structure.

�� ��o.� •ter �o..� � ��a��a
3 Attachment
River Forest Manor Permit #244-88
h Page 3 of 3
t
ADDITIONAL CONDITIONS
(17) If it is determined that discharges from boats using the marina are making
a significant contribution to pollution that results in a violation of
water quality standards or if it is determined that there is a pattern
of discharges within Fahteg❑ Creek from boats using the marina, then the
permittee may be requred to cease all use of the permitted structure and
remove it from the waters of Pantego Creek.
(18) This permit authorizes only the docks, piers and other structures and uses
located in ❑r over the water that are expressly and specifically set forth
in the permit application. No other structures, whether floating or stationary,
may become a permanent part of this marina without permit modification.
No non -water dependent uses of structures may be conducted ori, in, or over
public trust waters without permit modification.
(19) The permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions ❑f this permit. The permittee
is not relieved of this requirement if he abandons the permitted activity
without having it transferred to a third party.
(20) The authorized structure and associated activity will not cause an unacceptable
interference with navigation.

Attachment No. 2
OFFICE OF COASTAL MANAGEMENT 350 31' 56" N
FIELD INVESTIGATION REPORT 760 36' 54" W
1. Applicant's name River Forest Manor
2. Location of project site _Beaufort County, Town of Belhaven, Pantego Creek
photo number 12-18-84, 79-961, J-3, J--2 K-2
3, Investigation type: Dredge & Fill CA2lA X
4. investigative procedure:: (A) Dates of site visit 8-3-88
(B) Was applicant present Yes
5. Processing procedure: Application received 8-15-88 ❑ffice Washington _
6. Site description: (A) Local Land Use Plan Town of Belhaven
Land classification from LUP Conservation
Development constraints identified in LUP None
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline
Coastal wetlands Public trust waters X
Estuarine waters Other
(C) Water dependent: Yes x No Other
(D) Intended use: Public Private Commercial Y
(E) Type of waste water treatment: Existing Town of Belhaven
Planned Boat pumpout facility
(E) Type of structures: Existing Bed and breakfast house, restaurant, piers, etc.
Planned Breakwater extension, piers
(G) Estimated annual rate of erosion N/A Source ti/A
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
None N/A N/A
(B) Non -vegetated wetlands:
(C) Other:
Open water + 159,800 sq.ft. + 8,000 sq.f_.
(D) Total area disturbed: r
+ 159,800 sq.ft. + 8,000 sq.ft.
S. Project summary The applicant is proposing to reconstruct and extend a rook breakwater,
to construct piers, and to perform maintenance excavation.

Attachment No. 2
Environmental settin
The applicant owns River Forest Manor within the `Ibwn of Belhaven, Beaufort
County. Since 1955 the manor has been a lodging, restaurant, and marina facility.
In 1.955'when the marina was begun, piers were constructed along with a rock
breakwater which served as storm protection.
In 1976 and again in 1981 River Forest manor received permits from the U.S. Army
Corps of Engineers to construct additional piers, to maintain and to extend the
breakwater, and to perform maintenance excavation within an access channel to the
piers and between the piers. The excavation was accomplished by hydraulic dredging
and an upland dike disposal area was constructed on the lawn near the manor.
At the present time the manor facility is located on a 480' by 300' lot on Pantego
Creek within the Town of Belhaven. Water and sewage facilities are provided by the
town. Existing along with the main manor building are a ships store, recreational
facilities, two marina piers which accommodate 38 boats, and a + 500' long by + 15'
wide riprap breakwater. The shoreline is stabilized with both wooden bulkhead and
riprap. No wetland vegetation is present at the project site. Areas aground the
buildings are seeded with lawn grasses. Water depths within the access channel and
basin average -8' at normal water level.
Project proposal
The applicant is proposing the following:
(1) To maintain the existing 500' long breakwater. Additional rocks will be added
which will result in a new bottom width of + 30' maximum and a height of 5' above
the Nn.
(2) The addition of + 100' to the waterward end of the existing breakwater. The
botton width of this section of breakwater will also be + 30' maximum and will also
have a height of 5' above the N6+L.
(3) The construction of a 540' long by 4' pier which will be constructed alongside
the breakwater. This pier will be used for moorincr boats.
(4) The construction of a 50' long by 8' wide T-section on the waterward end of the
western marina pier.
(5) The construction of a 30' long by 4' wide finger pier on the western marina pier.
(6) The maintenance excavation of the 1,300' long by 80' wide access channel to a
depth of -8' at normal water. The maintenance excavation of the 470' long by 340'
wide basin (area between the marina piers) to a depth of -8' at normal water. At
this time no maintenance excavation is needed. The water depths have been stable
since the 1981 excavation.
(7) The installation of a pumpout facility for vessels with holding tanks.

Attachment No. 2
Environmental -umact
The project as proposed should have a minimal environmental impact. + 8,000 sq.ft. of
bottom within Pantego Creels will be filled as a result of the rebuilding, and the
extension to the existing breakwater.
+ 159,800 sq.ft. of area previously excavated will be allowed to be reexcavated when
water depths indicate that dredging is necessary. When excavation is conducted,
spoils will be placed on highground.
No wetland vegetation will be excavated or filled.
The pier additions will allow for the mooring of + 14 additional vessels. A pumpout
facility will be installed to handle these vessels as well as the vessels which
utilize the existing docks.
David L. Gossett - Washington Office - 18 August 1988

Attachment No. 2
a 4LC e't-'e C& P
l . self
Please type or print. Carefully describe all an-
ticipated development activities, including construc-
tion, excavation, filling, paving, land clearing, and
stormwater control. If the requested information is
not relevant to your project, write NIA (not ap-
plicable). Items 1-4 and 8-9 must be completed for
all projects.
.1. :A:PPLICANT
a. Name iV+° r �oreS� mc> Nt? r
Address S
City g_k#JPKJ state
Zip `) 1 j Day phonVq 1h3
""' Landowner or Authorised agent
b. Projec name {if any} 0 Q r7 N !- nI N N tin retie
Ce.N�
c. If the applicant is not the landowner, also give
the owner's name and address.
tii / A
2 LOCATION. -OF. PROPOSED...
PROJECT
a. Street address or secondary road number
6Co t r r z S�
b. City, tQwn� community, or landmark
c. Countyci�.t�e
d. Is proposed work within city limits or planning
jurisdiction? V f S
e. Name of body of water nearest project
i}GlL�!:ea o Cf eeh-
T-
3 DESCRIPTION AND PLANNED
USE. OF PROPOSED PROJECT
a. Describe all development activities you propose
{for example, building a home, motel, marina,
bulkhead or pier}.
-Pm� lo+ -S`V EuLkANQMed (rJi4-1 IYSWOr
MOJ i k 4tt lU�f
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of arl,ex-
isting project, new work, or both? 3 L
Will the project be for community, private, or
commercial use?
d. Describe the pl nned use of t e project
'ri - J a
recce Wu
_ztr
a. Size of entire tract 17 , x 3o
b. Size of individual lots}_ N I A
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum r c. w
d. Soil type(s) and texture(s) of tract 51�rj2y DiAt
e. Vegetation on tract F I'dS5
f. Man-made features now on tract
MAXNA
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
i. How are adjacent waters classified?
j . Has a professional archaeological survey been
carried out for the tract? `y a nn e S r
If so, by whom? ire you C ores oer►�, j
��e d I ce v Q 10a Sf Pe CQPNr-y
Complete this section if the project includes any
upland development.
a. Type and number of buil ngs, facilities, or
structures proposed /, _
b. Number of lots or parcels
c. Density (Give the number of residential units
and the units per acre.) lV 14
d. Size of area to be graded or disturbed
If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to the Division of Land Resources?
Givd the percentage of the tract within 75 Feet
of mean high water to be covered by im-
permeable surfaces, such as vement,
buildings, or rooftops.

Attachment No. 2
g. List the materials, such as marl, paver stone,
asphalt, or concrete, to be used for paved
surfaces. A/)2
h. If applicable, has a stormwater management
plan been submitted to the Division of En-
vironmental Management? 8
i. Describe proposed sewage dispos 1 and/or waste
water treatment facilities. A
j. Have these facilities received state or local
approval? f I� . Y A
k. Describe existing tre tment facilities.
.� tv h ,,j eiv cexAP& r
I. Describe location and type of discharges to
waters of the state (for example?,surface runoff,
sanitary wastewater, industrial/commercial
effluent, or "wash down"), Ill -.11+
m. Water supply source T_D ­;ti' ❑ . 6 A��oj n,^o� wt lIs
n. If the project is oceanfront development,
describe the steps that will be taken to main-
rain established public beach accessways or pro-
vide new access.
o. if the project is on the oceanfront, what will
be the elevation above meansealevel of the
first habitable floor? 91 11 r
6: EXCAVATION AND FILL.
INF WATION
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Access channel
(MLW) or (NWQ
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
Length Width Depth
+ `1
01
MLUJ
.6-0D
V0
b. Amount of material to be excavate from
below water level in cubic ya
c. Type of material_26!2fl +
d. Does the area to be excavated include marsh-
land, swamps, or other wetlands P0
e. High ground excavation, in cubic yard I
f. Dimensions of spoil disposal area
ICV
g. Location of spoil disposal area ca,r er
�mm nga as
h. Do you claim title to the disposal area?�1�5
if not, attach a letter granting permission from
the owner.
i. Will a disposal area be available for future
maintenance?Yes
If so, where? S inc Ptqa=
j. Does the disposal area include any marshland,
swamplland,'or water areas? As 0
k. Will the fill material be placed below mean
high water? A) to
1. Amount of fill in cubic yards IV A
m. Type of fill material EftN D a.- m M
n. Source of fill material Riget, [8,> i-u�
o. Will fill material be placed on marsh or other
wetlands? V 0
p. Dimensions of the wetland to be filled IVIA
q. How will excavated or fill material be kept on
si a d erosion ,controlled? Cw tratL@�J
o all
Se lea? )e sclrl'S
r. What type of construction equipment will be
used (for example. dragline, backhoe, or
hydraulic dredge)-' re[ " C
s. Will wetlands be crossed in transporting equip-
ment to the project site?liCD_ if yes, explain
the steps that will be takenpo essen en-
vironmental impacts.
■
SHORELINE STABILI2ATIDN-
a. Length of bulkhead or riprap
b. Average distance waterward of mean high water
or normal water level ,q
c. Shoreline erosion �U�
ng preceding 12 months,
in feet
d. Type of bulkhead material
e. Amount of fill, in cubic yards, ❑ be placed
below mean high water At
C. Type of fill material N Il
a ,
��� P-�r YgLDXq

Attachment No. 2
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 th x 11 white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing that agency's use of larger drawings.) A site or
location map is a part of plat requirements and it
must be sufficiently detailed to guide agency per-
sonnel unfamiliar with the area to the. site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name _U,� , 3 U0111d &-
Address
6 i=
farit 5 }
Name
15-F F R
N r— 3-0,}ernn-hj
Address
L2 L
Law St,
Re4ha
.C- ip
Name
Address
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
- 9 - CERM-1 �� O 7 AN PE
SION TO ENTER ON LAND.
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I further certify that I am authorized to grant, and
do in fact, grant permission to representatives of
state and federal review agencies to enter on the
aforementioned lands in connection with
evaluating information related to this permit ap-
plication and follow-up monitoring of project.
This is the 2 2 day
x .�..
Lando r or Authorized a ent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.

Attachment No. 2
Form DChi-MP-2
MARINA
DEVELOPMENT
Attach this form to the Application for Permits to�-
Develop in North Carolina's Coastal
y ' `
Area. Be sure
to complete all other sections of that application
Pp
-
which relate to this proposed project, including
upland areas, even if duplicative. All shore -based
a. Check each of the following sanitary facilities
facilities must be included in application and work
which will be included in the proposed project.
L Office toilets
plats.
V_ Toilets for patroy
Number
Location khcss�-
-=
_Showers
a. Check below the type of mariga proposed.
% Boat holding tank pumpout
Type and location t, }-���n 49 Heo L
Commercial Public
Residential
be. (wa. ea_ opi D) err, tiftr` .5here-
b. Will the marina be open to the general public?
b. Describe treatment type and loc tion far all
be B ,� ,
- yC S
sanitary wastewater. ;act,�a c� —f.rv-
arj
c. If there is residential development associated
el�"
with the marina, how many units or lots are
A
c. Describe solid wast�j; fish offal, and trash
planned?
d. Check all of the types of service to be
disposal. Ai 1
provided.
Full service, including travel
lift and/or rail
d- How will overboard discharge of sewage from
_--1� Dockage, fuel, and marine supplies
boats be controlled? I1ar)L- -P �,e a'ic• p-rd
Dockage ("wet slips") only
Number of slips 1
Dry storage
Number of boats
Boat ramp(s)
e. Give the location and number of "No Sewage
Other (describe)Ns
Discharg " signs proposed. -�3 s
e. Check below the proposed type of siting.
Land cut and access channel
Open water with dredging for basin
f. Describe the special design, if applicable, for
and/or channel
containing industrial type pollutants, such as
Open water, no dredging required
paint, sandblasting waste, and petroleum pro -
P 1!�
Other (describe)
ducts. -
f. Describe the typical boats to be served (for ex-
ample, open runabout, charter boats, sail boats,
or mixed types). /7hY `t i?S
g- Typical boat length qn -
Where will residue be disposed of? A)1 i
g' p
h. Maximum boat length /SD ,
i. Are any floating buildings planned? NO
If so, describe.
h. Give the number of channel markers and "No
Wake" signs proposed. rr"V <_e R , eon' � hX)
Py-�i&•J Tbr- over Z.S"
Note: Regulatory signs such as these require ad-
ditional approval by the N.C, Wildlife
Resources Commission.

Attachment No. 2
i. Give the location of fuel handling facilities and
describe the safety measures planned to protect
area water quality. Q base 6f- vwr
ElecVe`,c+al S� s ckml �l
j. Describe design measures that promote boat
basin flushing or circulation and reduce wat
uality impacts. N 18- ecd Sts-c _a f-
k. What will be the marina policy on overnight
and live -board dockage? c
1. Is the proposed marina located near any
shellfish leases? A 0 If so, give the name and
address of the leaseholder.
m. If this project is an expansion of an existing
marina, WhA types of services are currently
provided? _'a\_1e u-1a l
n. How many slips are now available?

Attachment
r'
MAINTENANCE DREDGING
8t IMPROVEMENTS
RIVER FOREST MANOR MARINA
BEL NAVE+N , N. C.
HENRY \CN 4ESEN 5 ASSOCIATES
CaNS0LTWG ENGINEERS a PLANNERS
r,eyrr+araH, 1[aRrre cAataLrN,►
;River Fdrasta
Wanor
i
IF
81dq.;
Q mCy
DYKE
Water SI_ PROPCSEO 013POSAL AREA
7Aor■ �ln�� �� jw I �A S low A, rA t tip i=m 1 ■m 6l� a t�i l 7_f ,
Property of : -4 -4` 1[
River Eores4 Manflr -� -5"
E.Main St.
Iti
It
�� �r>K x i 9 t l n� 9 rl l 1t 11 e o d •ti a t e ti� � 1t.ITs�2 _ :1
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NN
'�� ■ LaCai iqR Moo
TAKEN FROM U.S..a.Z- ]UAO- S3HE�i �� SELHAVEY, N. C.
to
?raoert y of
Y4F_ Saterrran
Ta , $' NkVL-
T0
544�:1.Ep
lot•IZEAS 0 F
A"I_CES5
C44III Ai
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Attachment
!la
SECTION A — A
'-y"PROPOSED PIER EXTENSION `jn ber, brmk2r--
4 - lxl
PROPOSEDE—L. 4 Gr- V aN{"�p5 r• �J
WORK
•PLATFO RIA L
0.0
-� EXIST. BREAKWATER
EL. `111=�llI
: - EXIST VKC 0! ji:0
f
SECTION F3 5
PROPOSED WCRK PLATFORM 8L STONE JETTY EXT ENSION
WEIR
EL. 8.0
Yl
EXIST. SH.
O.O
BOTTOM EL.-
SECT10N G —C
HIGHGROUNC SPCIW AREA
MAINTENANCE DREDGM i
a IMPROVEMENTS
RIVER 7 R LST MANOR MARINA }
SELHAVEN, N. C. l
HEvRY ,,C`J CESEV 3 ASECC,A -S
CONSUL".IG ENGINEERS 3 ?I,.:NNF-RS
yriLsilllaTpM rpgrx cAptaLl.4A
Shsa:£T ++e L
Qc

Attachment
Toole" Pt 9
v\ 1« �R I 10
3 _
10 PROJECTS I[
10
IQpArd � 8 I I
2 S ' �-�-�1 R 12 I:
} s� 12
5 I ! `� 124 =,�, !3
3 _ .3. �� 12
! 9 9 2• fFJ
obstr rep PA 10 011 F1 G 2. 12
3 I� ��y0 ,�,rtittrFiiiri�,+r+'' 3p 15ft �•� 14 14
12
13
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YAR 7'45'`N [19 ro'= 13 I:
. $ YS Lt
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13
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■,are 12 1
�� ■f''++ rrri tint tt��` �y0 -Sli
12 I8a 12 1'
to
1S�

Attachment No. 2
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PROPERT)E5 OF
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L4TNo-1 IlXTON 51'11TH
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Attachment
� � 1
_:OS°LD'H'E
'_L,44' TiE
v pp
ry�
.0 2
;_
n r4E (ml
PANTEGR CREEK
I STEVE TROWELL A REPRESENTAIIVE OF
LAMA, WASHINGTON• INC FIELD OFFICE
D❑ BY A E THE RIPARIAN
L1N 5 WN 15
TH AY 2013.
STEVE TRO LL (CAMA)
�'- N\,Ii'
/Evm
OF MITH
76
NOF�� .
w w"
AKSON SMITH &
GREG HATEM
GPIN#7606-97-7667
BEAUFOP.T COUNTY COUNTY
VKuFri'bWUNAL LAND SURVEYING
Po Sax 354
Vanceboro, NC 28588
Phone: [phone]"
Fax_ 252-2+A—SS99

Attachment No. 2
16 ix � G '� . Co -4SA , 1� - rf Ncs�. , 7-. W",te -,.

Attachment No. 3
�X1856Pc871
FOR REGISTRRIION REGISTER OF DEEDS
Jennifer Leggett Whitehurst
Beaufort County. NC
October 23, 2014 01 01:25 PM
Book 1856 Page 811-871
FEE: $26.00
INSTRUMENT # 2014004150
Document prepared by and return to:
Weatherspoon & Voltz LLP
3605 Glenwood Avenue, Suite 480
Raleigh, NC 27612
STATE OF NORTH CAROLINA
COUNTY OF BEAUFORT
CROSS ACCESS AND MAINTENANCE EASEMENT AGREEMENT
THIS CROSS ACCESS AND MAINTENANCE EASEMENT AGREEMENT
("Agreement") is made and entered into this the day of October, 2014, by and between
WILLIAM AXSON SMITH, JR. and spouse, LISA BAX EVANS ("Evans") (collectively
"Smith"), and RIVER FOREST PARTNERS, LLC, a North Carolina limited liability company
("RFP").
WITNESSETH:
WHEREAS, Smith is the owner of that certain parcel of real property located at 810 —
816 E. Main Street, Town of Belhaven, Beaufort County, North Carolina (the "Smith Property");
and
WHEREAS, RFP is the owner of that certain parcel of real property located at 738 E.
Main Street, Town of Belhaven, Beaufort County, North Carolina, which lies adjacent to the
Smith Property (the "RFP Property"); and
WHEREAS, the Smith Property does not have direct vehicular access to and from a
public right-of-way; and
WHEREAS, the Smith Property and RFP Property lie adjacent to Pantego Creek; and
WHEREAS, a concrete wall and rock breakwater wall are located on the Smith Property
and on its appurtenant riparian areas within Pantego Creek, which serve to, among other things,
protect the RFP Property and certain docks and related improvements located on its appurtenant
riparian areas; and

Attachment
K1856'0872
WHEREAS, Smith desires to grant RFP a non-exclusive easement over the riparian areas
appurtenant to the Smith Property for purposes of maintaining and repairing such walls, upon the
terms set forth herein; and
WHEREAS, RFP desires to grant Smith a non-exclusive easement over the paved
driveways located on the RFP Property for purposes of vehicular access to and from the Smith
Property and East Main Street, upon the terms set forth herein;
NOW, THEREFORE, in consideration of the mutual covenants and undertakings herein
contained, and other good and valuable consideration, the receipt and sufficiency of which are
hereby acknowledged, Smith and RFP agree as follows:
1. Smith does hereby grant, bargain, sell and convey to RFP and its successors and
assigns in title to the RFP Property, a nonexclusive perpetual easement on, over and upon the
riparian areas appurtenant to the Smith Property for the purpose of maintaining, repairing,
expanding, replacing, rebuilding, reinforcing, inspecting and using either or both of those certain
structures identified as "Concrete Wall" and "Rock Breakwater Wall" (collectively, the "Walls")
as shown on the survey attached hereto as Exhibit A and incorporated herein by this reference.
TO HAVE AND TO HOLD said rights and easement unto RFP, its successors and assigns in
title to the RFP Property, employees, agents and contractors, forever, it being expressly agreed
that the rights and easement hereby granted and conveyed shall run with and burden the Smith
Property and run with and benefit the RFP Property.
2. RFP does hereby grant, bargain, sell and convey to Smith and his successors and
assigns in title to the Smith Property, a non-exclusive perpetual easement on, over and upon the
paved driveways located on the RFP Property (as the same may be relocated from time to time,
the "Driveways"), for the purpose of vehicular access to and from the Smith Property and the
public right-of-way of East Main Street. TO HAVE AND TO HOLD said rights and easement
unto Smith, his successors and assigns in title to the Smith Property, employees, guests and
invitees, forever, it being expressly agreed that the rights and easement hereby granted and
conveyed shall run with and burden the RFP Property and run with and benefit the Smith
Property.
3. This Agreement imposes no affirmative obligation on RFP to maintain, repair,
expand, replace, rebuild, reinforce, inspect or use the Walls.
4. RFP agrees to indemnify Smith from and against any and all claims, liens,
judgments and damages resulting from (i) any injuries related to the maintenance, repair,
expansion, replacement, rebuilding, reinforcing, inspection or use of the Walls, or (ii) the
negligent actions or omissions of RFP and/or its contractors and agents, relating to the Wall,
unless the same are due to Smith's negligence or willful misconduct. Smith agrees to indemnify
RFP from and against any and all claims, liens, judgments and damages resulting from (i) any
injuries related to the use of the Driveways, or (ii) the negligent actions or omissions of Smith
and/or his employees, guests or invitees, relating to the Driveways, unless the same are due to
RFP's negligence or willful misconduct.
2

Attachment
�'K1856PG8 7 3
5. Smith shall not erect any barrier or construction on the Smith Property which
would prevent RFP from having direct access on, over and through the riparian areas appurtenant
to the Smith Property to and from the Walls. RFP shall not erect any barrier or construction on
the RFP Property which would prevent Smith from having direct access to and from the
Driveways and the public right-of-way of East Main Street.
6. In the event of a breach, or attempted or threatened breach by Smith in any of the
terms, covenants and conditions hereof, RFP shall be entitled: (i) after ten (10) days written
notice to Smith to go on the Smith Property and correct the breach and to recover the cost of so
doing, together with reasonable attorneys' fees, or (ii) to full and adequate relief by injunction or
other available legal and equitable remedies from the consequences of such breach. In the event
of a breach, or attempted or threatened breach by RFP in any of the terms, covenants and
conditions hereof, Smith shall be entitled: (i) after ten (10) days written notice to RFP to go on
the RFP Property and correct the breach and to recover the cost of so doing, together with
reasonable attorneys' fees, or (ii) to full and adequate relief by injunction or other available legal
and equitable remedies from the consequences of such breach.
7. Nothing herein is intended,, nor shall be construed, to create any rights whatsoever
for the benefit of the general public in and to the Smith Property or the Walls, or in and to the
RFP Property or the Driveways.
S. The rights, easements and agreements contained herein shall be binding upon, and
shall inure to the benefit of any future owners or lessees of the Smith Property and RFP Property,
their respective executors, administrators, heirs, successors, assigns, tenants, invitees, customers
and employees. The rights, easements and agreements contained herein shall run with the land
and shall remain in full force and effect in the event that the Smith Property or RFP Property is
under common ownership, or is reconfigured by recombination or subdivision.
9. This Agreement shall be governed by the laws of the State of North Carolina and
may only be modified by a writing executed by the parties hereto or their successors or assigns.
[Signature page follows]

Attachment
BK1856Pc87`f
IN WITNESS WHEREOF, Smith and RFP have hereunto executed this instrument under
seal by authority duly given all on the day and year first above written.
(SEAL)
William Axson mith, r.
(SEAL)
Lisa Bax Evans
River Forest Partners, LLC,
a North Carolina li ' e iability company (SEAL)
By:
C. Brantley Till an, Jr., Manager
M

Attachment
BK1856"0875
STATE OF NORTH CAROLINA
COUNTY OFQ�Upi l
I certify that the following person personally appeared before me this day and
acknowledged to me that he or she voluntarily signed the foregoing document for the purpose
stated therein and in the capacity indicated: William Axson Smith Jr. and Lisa Bax Evans.
This the A 3 day of October, 2014.
My Commission Expires:
3m
[Affix Notary Stamp or Seal]
STATE OF NORTH CAROLINA
COUNTY OF �)e&Akf&(4-
VMS % .
Notary Public
M&3 •©r'
Printed Name
. �+
> (� �I .
I certify that the following person personally appeared before me this day and
acknowledged to me that he voluntarily signed the foregoing document for the purpose stated
therein and in the capacity indicated: C. Brantley Tillman, Jr., Manager.
This the A-� day of October, 2014.
My Commission Expires: �Ug.
Notary Public ,Q
('50- 6 � l � Gt no l
r
Printed Name
[Affix Notary Stamp or Seal]
5
-t ....... d

Attachment No. 3 A 1 8 5 6 c c 8 7 6
Exhibit A - Survey

Attachment No. 3
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RIVER FOREST
PARTNERS, LLC
"CURRENT OWNER - VnUAM ARSON Sifrif. JR.
BEING A PORION OF GPIN #7605-97-7667
D ,m BY 9De •,�
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BEAUFORT COUNTY
NORTH CAROLINA
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SURVEYING, P.A.
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PROFESSIONAL LAND SURVEYING
Rom— DATE
PO 8 354 PhonW- 252-244-0599
Vm967 . NC 28586 Far 252-244-5899
13-0026

Site Location Map N
River Forrest Manor dba Grand Manor Marina
738 East Main Street, Belhaven, NC
Beaufort County Quad Name: Belhaven
Oddfeliows
41
J
ven
st
/ d er• ~~~` .a o �' 1. x3 R
e
`'Belhaven• _ —
C s r y,
Gue►,tot �: :t e •, �: t _- = �:�'aIZ Lower Do
%' Z
. E attarfna Pt
' •1� Z �� r rroolCi/4,L'r II fs/'
To4eya Pt
'
Bivalve �-"�� b • f i
Pt —
Project Site Grand Manor Marina
35'31'57.702"N
?>� 76'36'50.989"W
_ 1.2 NM from ICW t
(CRM 2 4)
A
) go Pt
Atlantic Intracoastal Waterway (ICW)
Tree Pt '
\ i z
\ 1 D
indmill
lint —P U N G 0---C R E E D--
0
Nor}lick
�O
Shore EMU
NCDOT GIS Unit, Copy rig ht�©, 2013 National Geographic Society,
i-cubed F 0-1
0 0.25 0.5 1 Miles
Sheet 1 of 5 I I I I I I I I I
Date- August 1, 2023

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-4.8 -5.0
•
1 -6.5 -6.3'
-6.5' 3 -6.4'
5 6
-7.4 7 8 -7.4'
9 -7.8'
-8.
10 -7.8'
11 12
14
-8.2' -8.1'
-1 0.8 -8.2'
13 -9.8'
-10.2 16
-10.2'
-8.8'
15
-11.2 18
-10.91 -9.3''8
2 2'
Existing breakwater dimensions:
300' long x 18'-25' wide x 1' above the NWL
1 T_ .1 3.8'
.8' \ \
-10.8' v
Existing breakwater dimensions:
145' long x 22'-25' wide x 6" or less above NWL
Existing breakwater dimensions:
90' long x 22'-25' wide x 1' or greater below NWL
D T GIS �, NCB GIA, N 11 B d, N G

Grand Manor Marina Improvements
Typical Breakwater Cross Section
Scale: NTS Dimensions Shown
Date: August 1, 2023
Sheet 4 of 5
Proposed Granite Riprap
Nantego Ureek bottom
Existing 20' ay.
Exist/Proposed Piling
Class B or Larger
Granite Riprap
3.4' ay.
25' ay. Proposed

Grand Manor Marina Improvements
Typical Revetment/Dock C Cross Section
Scale: NTS Dimensions Shown
Date: August 1, 2023
Sheet 5 of 5
Proposed
Dock C
-4'
Proposed granite riprap
to be placed within existing
footprint of existing riprap
revetment