20240368 Ver 1_CAMA Application_20240301

DIVISION OF COASTAL MANAGEMENT
KC FIELD INVESTIGATION REPORT
Fn iranmmrai MAJOR PERMIT APPLICATION PA-1183
Quality
1. APPLICANT'S NAME: Outer Banks Ventures, Inc.
LOCATION OF PROJECT SITE: Mall Drive; Parcels 0116-0000-010A-0000, 0116-0000-01OB-
0000, and 01 16-0000-01OC-0000; Corolla, NC 27927
Longitude:-75.82026 Latitude: 36.32943
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
8/24/2023
Pre -Application Consultation
Yes
9/29/2023
Response to Concerned Citizen Inquiry
No
5. PROCESSING PROCEDURE:
A lication Received
Application Complete
Regional Office
8/29/2023
02/23/2024
1 DCM - Elizabeth City Re Tonal Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Currituck County
Land Classification from LUP: Mixed Use (PUD)
(B) AEC(s) Involved: Estuarine Shoreline, Public Trust Shoreline, Coastal Wetlands, Public Trust
Areas, Estuarine Waters
(C) Water Dependent: Yes
(D) Intended Use: Private/Community
(E) Wastewater Treatment:
Existing: N/A
Planned: Central & Municipal
(F) Type of Structures:
Existing: Stormwater Structures
Planned: Mooring pilings, Marina, Piers (Ocean and Estuarine) and Docking Facilities,
Boatlift, Boat slips, Finger pier, Floating structure, Gazebo, Other (wetslip), Pier V"TV" head, Pier
or dock, Platform, Stormwater Structures, Upland Development, High ground disturbance,
Highway/street, Misc. building, Non-resident. bldg./mix use, Parking lot, Res. bldg.
(multifamily), Elevated accessway (marsh).
(G) Estimated Annual Rate of Erosion: Not Applicable
Erosion Information Source: Applicant indicated "False" in Permit Application Report
7. HABITAT DESCRIPTION:
DREDGED (ft2)
FILLED (ft2)
SHADED (ft)
(A) Open Water
0
39921
19330
(B) Coastal Wetlands above NWL
0
0
3282
C Coastal Wetlands below NWL
0
0
0
D Shallow Bottom
0
39
0
(E) High Ground
0
653400
616
(F) Non -Coastal Wetlands
63162
1148
2024
(G) Total Area Disturbed: 782,922
(H) Primary Nursery Area: No
(1) Water Classification: SC: Aquatic Life, Secondary Contact Recreation, Tidal Salt Water
(J) Open to Shellfishing: No
Field Investigation Report: Outer Banks Ventures, Inc.
DCM Major Permit
Page

8. PROJECT SUMMARY:
Monteray Shores Planned Unit Development (PUD) was originally approved for development by
Currituck County in 1987. The site of the proposed Corolla Boat Club is a vacant 36-acre tract owned
by Outer Banks Ventures, Inc., and is one of the remaining undeveloped tracts of the original PUD.
Outer Banks Ventures plans to develop this tract into 28 duplexes (56 total units), three retail buildings
with 9 upper story apartments, a paddleboat rental concession, a 150-seat restaurant, a 250-seat outdoor
entertainment venue attached to the restaurant, and a marina.
9. NARRATIVE DESCRIPTION:
The proposed facility will be constructed on 36 acres of vacant land fronting the eastern shore of
Saunders Bay of Currituck Sound off Malia Drive in the Town of Corolla, Currituck County.
Elevations on the site range between 0 and 6 feet (NGVD). Low-lying portions of the tract are largely
underlain by Currituck Mucky Peat whereas upland portions of the tract are largely underlain by Osier
Fine Sand.
The marina will be located waterward of the normal water line (NWL) in an area having water depths
ranging from 4 to 5 feet. An existing man-made pond on the site has been classified as "Waters of the
U.S." by the Army Corps of Engineers. The pond drains via a single outlet with a weir. The pond
currently serves as a stormwater management system for several adjacent properties.
No primary or secondary nursery areas are located within the portion of Currituck Sound that would be
affected by the project. Water resources in the project area are classified as SC (Aquatic Life,
Secondary Contact Recreation, Tidal Salt Water) which are closed to shellfishing. Fishing waters in the
area are classified as "Joint" which are jointly managed by NC Wildlife Resources Commission and NC
Division of Marine Fisheries. Patchy submerged aquatic vegetation (SAV) was observed in affected
portions of the Sound.
An extensive band of coastal wetlands and non -coastal wetlands (Section 404 wetlands) occurs between
Currituck Sound and the proposed development. Vegetation has been largely removed from upland
portions of the tract.
10. PROJECT DESCRIPTION:
Development proposed under this permit application will be comprised of:
• a 56-slip marina extending 932 feet waterward of normal water level (nwl),
• an 8-foot-wide pier and elevated accessway to access the marina from uplands,
• 42 boatlifts measuring 12.5 feet by 12.5 feet,
• 28 four -foot -wide finger piers to accommodate boat docking,
• a kayak launching facility extending 101 feet waterward of normal water level (nwl),
• two 36 feet by 36 feet elevated octagonal gazebos with observation decks,
• a stormwater management basin (to be derived from an existing pond), and
• mixed -use development comprised of
0 28 duplexes (56 dwelling units),
0 9 upper story apartments,
0 9 retail spaces,
o a 150-seat restaurant,
o a paddleboat rental concession, and
o a 250-seat outdoor entertainment venue.
As part of the marina, 42 boat slips with boatlifts are proposed for selected residents. An additional 14
slips (without lifts) are proposed for transient boaters. The slips will be accessed via 28 four -foot -wide
finger piers ranging in length from 12 feet to 22 feet. Primarily for public safety reasons, the main pier
Field Investigation Report: Outer Banks Ventures, Inc.
DCM Major Permit Application PA-1183
Page 12

and elevated accessways will be eight feet wide. This width has been proposed by the applicant to
allow a golf cart or UTV with an injured person to safely pass pedestrians on the walkway. A
multilevel elevated accessway will connect the marina to the proposed upland development. A ship's
store will be located on -site that will sell exclusively biodegradable cleaners. The applicant proposes to
provide currently unspecified education and training on the site.
The proposed marina and docks are being designed and will be operated in accordance with the NC
Clean Marina Program Best Management Practices. No fuel facility is being proposed in connection
with the marina. A tertiary wastewater treatment with membrane bioreactor and high -date infiltration
disposal system is located on an adjacent property. A portable wastewater pump -out system is
proposed to transfer boat waste from boat holding tanks to an on -site wastewater collection system.
The on -site wastewater collection system will pump to the adjacent sewage treatment system which
currently has sufficient capacity to accommodate the proposed project. A restroom/bath house is also
being provided for use by boaters. Solid waste in the project vicinity is collected by Currituck County.
Recycling containers and daily trash pick-ups will be provided for disposing of fish and fish carcasses.
A six -foot -wide wide pier and elevated accessway is also proposed south of the main pier. The pier and
accessway will connect to a floating dock assembly (a T-shape structure with dimensions 6' x 20' and 6'
x 30') for the launching of kayaks in shallower water.
A weir and drainage Swale at the outlet of the existing pond is being replaced with a low berm (ranging
from I to 2 feet high to achieve a top elevation of 2 feet msl) and an outlet control structure. These
modifications are proposed to allow for better management of stormwater from the pond and better
protection of adjacent wetlands from erosive velocities during storm events. With the addition of the
earthen berm and the outlet control structure, the applicant contends that the existing pond will have the
capacity to meet the stormwater management needs of the development.
A second pond is being excavated on the site. Proposed excavation that will convert existing vegetated
wetlands to open water was acknowledged by the U.S. Army Corps of Engineers, Wilmington District
in their February 15, 2024 Jurisdictional Determination (Action ID. SAW-2017-01236). The Corps'
determination is based on the condition that "All spoil will be placed on uplands and the project will not
involve the placement of fill material into any wetlands or other waters of the United States". The
outline of the proposed pond is shown on Sheet 3 of 8 of the accompanying site plans.
Development will include construction of a causeway across the existing pond to accommodate
vehicular access. To accommodate development along the shoreline of the pond, bulkheads will be
installed and backfill will be placed to stabilize the shoreline.
Waterfront structures will be constructed by installing pilings using a small barge and barge -mounted
equipment, bolting girders, joists and cross -bracing to the pilings, and adding decking to the completed
joist system. Finally, boatlifts will be bolted to completed finger piers. Equipment will be stored on
and/or immediately adjacent to upland portions of the 36-acre site.
11. ANTICIPATED IMPACTS:
In total 782,922 square feet (17.97 acres) of open water, coastal wetlands, non -coastal wetlands, and
uplands will be affected by the proposed project. Specifically:
• The main pier will shade 7,168 square feet of open water.
• The elevated accessway connecting the main pier to uplands will shade 2,552 square feet of coastal
wetlands, 1,496 square feet of non -coastal wetlands (Section 404 wetlands), and 352 square feet of
uplands.
• The various docking facilities (such as finger piers, boatlifts, and fixed platforms) will shade 9,122
square feet of open water.
Field Investigation Report: Outer Banks Ventures, Inc.
DCM Major Permit Application PA-1183
Page 13

• The kayak launching facility will shade 782 square feet of open water, 642 square feet of coastal
wetlands, 528 square feet of non -coastal wetlands (Section 404 wetlands), and 264 square feet of
uplands.
• The two gazebos will shade 2,258 square feet of open water and 88 square feet of coastal wetlands.
• Installation of 112 free-standing tie -off piles will displace (fill) 39 square feet of shallow bottom.
• Installation of an earthen berm and outlet control structure (needed to convert the existing pond to a
stormwater management basin) will fill 1,148 square feet of non -coastal wetlands (Section 404
wetlands).
• Creation of a second pond will require excavation of 63,162 square feet of non -coastal wetlands
(Section 404 wetlands). This will convert 63,162 square feet of vegetated "Waters of the U.S." to
open water "Waters of the U.S."
• Construction of bulkheads around the pond (non jurisdictional under LAMA) will fill 22,389
square feet of open water "Waters of the U.S.".
• Construction of the causeway to provide vehicular access across the pond (non jurisdictional under
LAMA) will fill 17,532 square feet of open water "Waters of the U.S.".
• Site development (construction of structures, roadways, parking areas etc., along with site grading
and landscaping) will affect 653,400 square feet (15 acres) of uplands (high ground).
In accordance with 15A NCAC 07H.208(b)(5)(D), the marina is allocated 27 square feet of docking
area within Public Trust Areas for every linear foot of shoreline on the property. With 1,509 linear
feet of shoreline, the maximum docking allocation would be 40,743 square feet. Total docking area
needed for the proposed marine is 24,299 square feet — well under the maximum docking allocation of
40,743 square feet.
Name: Martin Mitchell
Date: February 29, 2024
Office: DCM Elizabeth City Regional Office
Field Investigation Report: Outer Banks Ventures, Inc.
DCM Major Permit Application PA-1183
Page 14

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1183
DCM Major Permit
08-29-2023
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Outer Banks
Ventures, Inc.
Outer Banks
Ventures, Inc.
[e-mail]
757 286 5859
757 286 5859
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
1099 Ocean Trail
Corolla
North
Carolina
17927
PO Box 549
Corolla
North
Carolina
27927
Additional Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Outer Banks
Ventures, Inc.
Outer Banks
Ventures, Inc.
[e-mail]
757 286 5859
757 286 5859
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
1099 Ocean Trail
Corolla
North
Carolina
17927
PO Box 549
Corolla
North
Carolina
27927
Registered Agent Information
Agent Type
Title
Business
Name
Name
Email
Business Phone
Mobile
Phone
Business/Company
BPG, Inc
BPG, Inc
[e-mail]
2522613266
2522161833
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
PO Box 1068
Kitty
Hawk
NC
27949
PO Box 1068
Kitty Hawk
NC
27949
Project Information
Project Name
Project Type
Disturbed Land Area (Sq Ft/Acres)
Corolla Boat Club
Private/Community
653400 Sq. Ft. / 15 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: NC Stormwater Permit No. SW7230209 issued to Outer Banks
Ventures Inc. on April 10, 2023, NCDEQ Wastewater Collection System Permit No. WQ0044361 NC Erosion Control Permit No.
Curri-2023-021 issued to Outer Banks Ventures Inc. on March 3, 2023,
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
Malia Drive Corolla, INC 27927
Currituck
Pasquotank
Monteray Shores
PUD
0116000010A0000,
011600001060000,
011600001000000
36.32943
-75.82026
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
True
False
True
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
: device (weir).
Existing Land Uses:
Vacantland

Existing Wastewater Treatment/Disposal:
Tertiary wastewater treatment with membrane bioreactor and high -date infiltration disposal system is located on adjacent property
Solid Waste/Fish Offal/Trash Disposal:
=a Dy Currituck County
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
There is a strong need for additional boat slips and water access on the Currituck Outer Banks, and this facility is expected to meet a
public need that has been identified in the Currituck County Land Use Plan.
Buildings/Facilities/Units/Structures:
The proposed docks will serve 65 residential units, a restaurant , a paddleboat rental concession, and an outdoor entertainment
venue. Forty-two boat slips will be allocated to the 65 residential units that are proposed for development on the property. An
additional 14 slips will be for transient boaters who are visiting the restaurant and outdoor venue from other parts of Currituck
County. There will be a ships store located in the restaurant building with a dock master to manage the boating operations. Two
gazebos are proposed for the use of residents and visitors to the site.
Use & Daily Operations:
The Corolla Boat Club will be a residential boating community that will also have a commercial site with a restaurant and outdoor
entertainment venue. Forty-two boat slips with lifts are proposed for the 65 residential units that are proposed for development on
the property. An additional 14 slips are proposed for transient boaters that are expected to visit the restaurant and entertainment
venue from other parts of Currituck County. Two covered gazebos (each measuring approximately 1,073 sq. ft. under roof) are also
proposed, one near the shoreline and one at the end of the main pier, for use by residents and by visitors to the site.
The proposed marina and docks are being designed and will be operated in accordance with the NC Clean Marina Program Best
Management Practices. No fuel facility is being proposed in connection with the marina, and a portable wastewater pump -out
system is being proposed to transfer boat waste safely from boat holding tanks to an on -site wastewater collection system that will
pump to an adjacent sewage treatment system that has available capacity. A ship's store will be located on -site and will sell
exclusively biodegradable cleaners. Education and training will be provided on site. Recycling containers and daily trash pick-ups
will be provided for disposing of fish and fish carcasses. The main pier and elevated accessways are proposed to have an 8' width for
public safety reasons. This width will allow a golf cart or UTV with an injured person to safely pass pedestrians on the walkway.
A 6' wide pier and elevated accessway are also proposed for access to a floating dock (a tee shape with dimensions 6' x 20' and 6' x
30') for the launching of kayaks in shallower water.
Construction Methodology & Equipment:
_ _.__ __.d lifts will be construc— oy installing pilings using a small barge and barge -mounted equipment, bolting girders, joists and
cross -bracing to the pilings, and then adding decking to the completed joist system. Finally, boat lifts will be bolted to the
completed dock structure. Equipment will be stored on and adjacent to the upland portion of the 36-acre site.
Development Activities Narrative Specifics:
This application proposes the development of a 56-slip marina with 42 boatlifts and two gazebos with observation decks to serve the
Corolla Boat Club, a mixed -use development of 28 duplexes (56 dwelling units), 9 upper story apartments, 9 retail spaces, a 150-seat
restaurant, a paddleboat rental concession, and a 250-seat outdoor entertainment venue on a 36-acre tract. A portable pump -out
facility will be provided to manage waste from on -board facilities. A restroom/bath house is also being provided for use by boaters.
Application Narrative:
Monteray Shores Planned Unit Development (PUD) was originally approved by for
development by Currituck County in 1987. The Corolla Boat Club is a 36-acre
tract owned by Outer Banks Ventures, Inc., and is one of the remaining
undeveloped tracts of the original PUD. Outer Banks Ventures has plans to
develop this tract into 28 duplexes (56 total units), three retail buildings
with 9 upper story apartments, a paddleboat rental concession, a 150-seat
restaurant and a 250-seat outdoor entertainment venue attached to the
restaurant. A copy of site plans is attached.
There is an existing man-made pond on the site, which currently serves as a
stormwater management system for several adjacent properties. With the addition

of an earthen berm and a new outlet control structure, the pond will
have capacity to also meet the stormwater management needs of this development.
Both NC Division of Coastal Management and the Corps of Engineers wetland
delineations have been completed and are attached to this permit application.
Waterfront development proposed under this application consists of a pier and
elevated accessways from the proposed development to a proposed marina,
consisting of 56 boat slips and 2 gazebos (each measuring approximately 1,073
sq. ft. under roof) with observation deck that will serve this community.
Forty-two of the boat slips will have lifts and will be reserved for primary use
by the residential units on site. The remaining 14 slips will be used for
transient boaters who will visit the restaurant, shops, and entertainment
venue. The slips are sequentially numbered on the plans according to their
proposed use.
The marina is sited in an area waterward of the shoreline (NWQ that has natural
water depths ranging from 4 to 5 feet. A multilevel elevated accessway will
connect the marina to the proposed upland development.
Restrooms and showers are provided at the landward end of the accessway that
accesses the boat slips.
A 6-foot wide pier and elevated accessway with a small floating dock is proposed
south of the main pier to provide water access for small craft such as kayaks.
A weir and drainage Swale presently existing at the pond is being replaced with
a low berm (ranging from 1 to 2 feet high to achieve a top elevation of 2 feet
MSI-) and an outlet control structure that will better manage stormwater from the
pond and better protect the adjacent wetlands from erosive velocities during
storm events. This will involve the placement of approximately 746 sq. ft. of
fill in Section 404 wetlands for construction of the berm, and approximately 402
sq. ft. of fill in Section 404 wetlands for construction of the outlet control
structure.
A second pond is also being excavated. Proposed excavation that will convert
existing vegetated wetlands to open water (the second pond) was acknowledged by
the U.S. Army Corps of Engineers, Wilmington District in their February 15, 2024
Jurisdictional Determination (Action ID. SAW-2017-01236). The Corps'
determination is based on the condition that "All spoil will be placed on
uplands and the project will not involve the placement of fill material into any
wetlands or other waters of the United States". The outline of the proposed
pond is shown on Sheet 3 of 8 of the accompanying site plans.
Upland development will include construction of a causeway across the existing
manmade pond (placement of approximately 17,532 sq. ft. of fill in waters of the
US) and bulkheading to stabilize the shoreline of the existing manmade pond and
placement of fill behind the bulkhead to accommodate the development, (placement
of approximately 22,389 sq. ft. of fill in waters of the US).
The proposed marina and docks are being designed and will be operated in
accordance with the NC Clean Marina Program Best Management Practices. No fuel
facility is being proposed in connection with the marina. Most boats are
expected to be small and will be without on -board sanitary facilities; however,
a portable wastewater pump -out system is being proposed to pump boat waste
safely from the holding tanks of the few boats that are large enough to have
tanks. The waste will be disposed of through the wastewater collection system
on the site that will pump to an adjacent sewage treatment system that has
available capacity. A ship's store will be located on -site, which will sell
exclusively biodegradable cleaners. Education and training will be provided

on -site. Recycling containers and daily trash pick-ups will be provided for
disposing of fish and fish carcasses. For public safety reasons, an 8' width is
proposed for the elevated accessway and pier that will serve the boat docks for
public safety reasons. The 8' width will allow a golf cart or UTV to carry an
injured person to shore while providing space to safely pass pedestrians along
the walkway.
There is a strong need for additional boat slips and water access on the
Currituck Outer Banks, and this facility is expected to meet a public need that
has been identified in the Currituck County Land Use Plan. Currituck County has
issued a Special Use Permit for the marina and for the site development plan.
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
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
112
0
56
Commercial
112
0
54
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Boatlift
12.5
12.5
42
Fixed Piers
1215
8'
1
Fixed Piers
22
4'
22
Fixed Finger Piers
12
4'
6
Fixed Platforms
36
36
2
Fixed Platforms
32
8
1
Fixed Piers
236.5
8'
1
Floating docks
50
6'
1
Fixed Piers
312
6'
1
Fixed Platforms
10
8'
1
Fixed Platforms
18
8'
1
Fixed Platforms
9
8'
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: False
Stormwater Structures Development Activity Included: True
Stormwater Structures - General
Does Stormwater Structure Have an Oceanfront Component: False
Navigational Aids Details
Number of Buoys
Number of Day Markers
Min Distance Each Aid Placed Beyond
Shoreline
Max Distance Each Aid Placed Beyond
Shoreline

"Upland Development" Development Activity Included: True
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
56
1 True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
False
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
56
9/11/2007
65
1.8
653400
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
2/23/2023
2/8/2024
0.00
21.40
False
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
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; Sail boat; Personal water craft;
24
Kayak
Non -motorized
Adj Riparian Property Line #1 (Proximity of
Adj Riparian Property Line #2 (Proximity of
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
Structure Nearest to Property Line)
Structure Nearest to Property Line)
420
846

Width of Water Body
Water Depth @ Waterward End of
Water Depth @ Most Landward
Water Depth @ Most Waterward
Structure (NLW or NWL)
Boat Slip (NLW or NWL)
Boat Slip (NLW or NWL)
22500
5
1 4
5
Navigational
Number
of
Number of Day
Min Distance of Each Aid Placed
Max Distance of Each Aid Placed
Aids Required
Buoys
Markers
Beyond Shoreline
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
Services
Travel Lift
and/or Rail
Fuel & Marine
Supplies
Dry Storage (# of Boats)
Lease of Slips
Other Services
False
False
False
0
True
False
Detailed Plan - Location of Repair/Maintenance Services & Efforts to Contain Debris/Runoff From Entering Adjacent Wetlands/Water Bodies
Not applicable.
Provide a Detailed Plan of the Location of Fuel Handling Facilities & Describe Safety Measures Planned to Protect Water Quality
Not applicable.
Other Services (Detailed Description)
Industrial Pollutants Being Used (Paint, Sandblasting Waste,
Petroleum Products, Vessel Maintenance Operations)
Industrial Pollutants Management Plan
False
# of Toilets
# of Showers
Location of Toilets
8
2
Ships Store adjacent to dock
Boat Holding
Tank Pumpouts
Existing
Pumpouts
Proposed
Pumpouts
Pumpouts— Location of Each
Pumpouts—Type of Each
True
0
1
Next to ships
store & restaurant
Portable
How Will Overboard Discharge of
Sewage From Boats be Controlled
Number of Channel Marker
or No Wake Signs Proposed
Provide Details to the Type of Signage and Location of the Signs
Signage provided; pumpout facility
provided; enforcement by
commodore at ship's store.
One at gate to dock area; one at transient boat dock area.
Marina Safety Policy on
Overnight & Live Aboard Storage
Marina Located Within or Close
Proximity to Shellfish Lease
Shellfish Lease
Proximity to Marina
Shellfish Leasholder(s) Name & Address
No overnight or live -aboard
dockage will be allowed.
False

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: Corolla Boat Club, LLC
Mailing Address:
Phone Number:
Email Address:
1099 Ocean Trail, P.O. Box 549
Corolla NC 27927
[phone]
[e-mail]
1 certify that I have authorized Outer Banks Ventures, Inc, Richard Willis
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Corolla Boat Club
at my property located at Malia Drive, Monteray Shores, Corolla, NC ,
in Currituck County.
I furthermore certify that 1 am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signa ure
Richard Willis
Print or Type Name
Joint Manager, Corolla Boat Club, LLC
Title
2 146 12024
Date
This certification is valid through 1 / No expiration

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
May 1, 2023
Currituck County
Attention: Donald I. McRee, Jr., County Manager
153 Courthouse Road
Currituck, North Carolina 27929
Re: Engineering Plans Approval
Distribution Extension
Corolla Boat Club — Phase 1 (Monteray Shores Phase 10)
Southern Outer Banks Water System
Water System No.: NC6027001, Currituck County
Serial No.: 23-00273
Dear Applicant:
Enclosed please find one copy of the "Application for Approval..." together with one copy of the
referenced engineering plans bearing the Division of Water Resources stamp of approval for the referenced
project. These engineering plans are approved under Division of Water Resources Serial Number 23-00273, dated
May 1, 2023.
Engineering plans prepared by Mark S. Bissell, P.E., call for the installation of approximately 1,000 feet
of 8-inch water main, fire hydrants, valves, and associated appurtenances along Malia Drive and Virginia Lane
to serve proposed 32 connections (5 single-family lots, 1 commercial lot, 25 townhomes, and clubhouse) located
off Malia Drive, west of intersection with Ocean Trail (NC Hwy 12) in Corolla, Currituck County, NC. The
proposed 8-inch water main will connect to an existing 8-inch water main along Ocean Trail at the intersection
with Malia Drive. Construction of this project must be in accordance with the Currituck County's standard
specifications.
Please note that in accordance with 15A NCAC 18C .0309(a), no construction, alteration, or expansion
of a water system shall be placed into service or made available for human consumption until the Public Water
Supply Section has issued Final Approval. Final Approval will be issued and mailed to the applicant upon receipt
of both an Engineer's Certification and an Applicant's Certification submitted in accordance with 15A NCAC
18C .0303 (a) and (c).
These plans in the foregoing application are approved insofar as the protection of public health is
concerned as provided in the rules, standards and criteria adopted under the authority of Chapter 130A-317 of the
General Statutes. This approval does not constitute a warranty of the design, construction, or future operation of
the water system.
D_E Q�I
NORTH CAROLINA
OeparlmeM of Environmental Quality
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1634 Mail Service Center I Raleigh, North Carolina 27699-1634
919.707.9100

Currituck County
Attention: Donald I. McRee, Jr., County Manager
Page 2 of 2
May 1, 2023
One copy of the "Application for Approval..." and a copy of the plans with a seal of approval from the
Department are enclosed. One copy of the approved documents in a digital format (CD) is being forwarded to our
Washington Regional Office. The second copy of the CD is being retained in our office.
If the Public Water Supply Section can be of further service, please call [phone].
Sincerely,
7 in✓v/!/C.!/el��/for
Shawn F. Guyer, P.E.
Deputy Section Chief
Public Water Supply Section
Division of Water Resources
SFG/MH
Enclosures: Approval Documents
cc: Jamie Midgette, P.E., Washington Regional Office
Currituck County Health Department
Bissell Professional Group
D E Q��1/ North Carolina Department of Environmental Quality I Division of Water Resources
v 512 North Salisbury Street 1 1634 Mail Service Center I Raleigh, North Carolina 27699-1634
NOFrH CAFouNA 919.707.9100
Department of ea,iroameafai aaar� /`�

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SAW-2017-01236
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2017-01236 County: Currituck County
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property Owner: Outer Banks Ventures, Inc.
C/O Richard Willis
Address: Post Office Box 549
Corolla, North Carolina 27927
Telephone Number: 252-261-1760 A
Size and Location of Property (waterbody, road name/number, town, etc.): The project area is located at Parcel 10
Monteray Shores P.U.D., off Malia Drive and Ocean Trail Highway, adiacent to a man-made pond and the
Currituck Sound, near Sanders Bay, in Corolla, Currituck County, North Carolina. NC Parcel: 9935-63-4485.
Deed Book 1161. Page 734.
Description of Activity: Excavation of an approximate 100 ft wide by 600 ft long pond as depicted on the attached
plat prepared by Bissell Professional Group, dated February 14, 2024. Project No: 4596. CAD File: 459600WL3R1.
All spoil will be placed on uplands and the proiect will not involve the placement of fill material into any wetlands
or other waters of the United States.
Your work as proposed does not require Department of the Army authorization for the following reason(s):
_ The entire property is composed of high ground. Therefore, your proposed activity will not occur in any aquatic
resources.
_ The proposed activity will occur in non jurisdictional waters and/or wetlands.
X The proposed activity is not regulated and/or does not include regulated discharges of dredged or fill material.
There is a revised jurisdictional determination associated with the project site for the proposed pond. The
remainder of the identified wetland line remains consistent with the previous July 8, 2021, wetland survey map.
_ The proposed activity is exempt from Department of the Army regulations. A jurisdictional determination was not
completed with this request. This letter does not address nor include any consideration for jurisdiction on aquatic
resources and shall not be interpreted as such. This is not an appealable action. However, you may request an
approved JD, which is an appealable action, by contacting the Corps for further instruction.
This Department of the Army determination does not relieve the permittee of the responsibility to obtain any other
required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local
agencies before beginning work.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C. Division of Coastal
Management in Elizabeth City, North Carolina, at [phone] to discuss any required State authorization.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to commencement. If
you have any questions regarding the Corps of Engineers regulatory program, please contact Raleigh Bland at telephone
number [phone] or Raleigh.W.Bland(ausace.army.mil.
Regulatory Project Manager Signature VAW'y" 1 S r W G
Date: February 15, 2024

SAW-2017-01236
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
hLtp://colpsmUu.usace.aM.mil/cm apex/f?p=136:4:0.

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ao

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-01236 County: Currituck U.S.G.S. Quad: Mosses• Island
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Applicant: Outer Banks Ventures, Inc.
C/O Richard Willis
Address: Post Office Box 549
Corolla, North Carolina 27927
Telephone Number: 252-261-1760 A
Size (acres) 36.1 Acres
Nearest Waterway Sanders B�
USGS HUC 03010205
Nearest Town Corolla
River Basin Currituck Sound
Coordinates Latitude: 36.327407 N
Longitude:-75.819538 W
Location description: Property is located at Parcel 10 Monteray Shores P.U.D, off Malia Drive and Ocean Trail Highway,
adjacent to a man-made pond and the Currituck Sound, near Sanders Bay, in Corolla, Currituck County, North Carolina. NC
Parcel No. 9935-63-4485. Deed Book 1161. Page 734.
Indicate Which of the Following Applr :
A. Preliminary Determination
There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
_ There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an.
effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period
not to exceed five years from the date of this notification.
There are waters of the U.S., including wetlands, on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is,a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
Page 1 of 5

SAW-2017-01236 Outer Banks Ventures. Inc.
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon
completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on April 23.. 2020. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Elizabeth City, NC 252-264-3901 to determine
their requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit
may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If
you have any questions regarding this determination and/or the Corps regulatory program, please contact Raleigh W. Bland,
SPWS at 910 251-4564 or Ralei h.w.bland a.usace.arm .mil.
C. Basis For Determination: This site meets all of the required wetland criteria as described in the 1987 Corps
Wetland Delineation Manual and the Atlantic and Gulf Coastal Plain Interim Regional Supplement (Supplement)
to the 1987 Wetland Delineation Manual. The waters and wetlands are part of a broad continium of wetlands
connected to the Currituck Sound.
D. Remarks: A Department of the Army Permit is required for any work on this property in jurisdictional waters
or wetlands.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Page 2 of 5

SAW-2017-01236 Outer Banks Ventures, Inc.
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by June 23, 2020-
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination. in this
correspondence. * * (^ f D
Corps Regulatory Official: _ - �► `�
Date: April 23, 2020 Expiration Date: April 23, 2025
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://corpsmapu.usace.annv.mil/cm a ex/f?=136:4:0.
Copy Furnished: CESAW/RG-WBland
Page 3 of 5

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR .APPEAL
Applicant: Outer Banks Ventures, Inc. File Number: SAW 2017-01236 , Date: April 23, 2020
I Attached is: I See Section below l
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A
PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at htt://www.usace.armv.mil/Missions/CivilWorks/Re ,41 ton,Pro x aman Permits.as x or
Corps regulations at 33 CFR Part 33I .
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the pennit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terns and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this forn and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
Page 4 of 5

SAW-2017-01236 Outer Banks Ventures. Inc
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may
appeal process you may contact: also contact:
District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Raleigh W. Bland, PWS CESAD-PDO
2407 West 5" Street U.S. Army Corps of Engineers, South Atlantic Division
Washington, North Carolina 27889 60 Forsyth Street, Room 1OM15
910-252-4558 Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Raleigh W. Bland, PWS, 2407 West 5" Street
Washington, North Carolina 27889
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]
Page 5 of 5

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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Travis Dupree, VP of Engineering
Carolina Water Service of NC
4944 Parkway Plaza Blvd.
Suite 375
Charlotte, NC 28217
NORTH CAROLINA
Environmental Quality
May 4, 2023
Subject: Permit No. WQ0044361
Carolina Water Service of NC
Corolla Boat Club- Phase 1 (Monteray Shores Phase 10)
Wastewater Collection System Extension Permit
Currituck County
Dear Mr. Dupree:
In accordance with your application received April 12, 2023, and additional information received on May
3, 2023 we are forwarding herewith Permit No. WQ0044361, dated May 4, 2023, to Carolina Water
Service of NC (Permittee) for the construction and operation upon certification of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the
form. Permit modifications are required for any changes resulting in non-compliance
with this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.

Carolina Water Service of NC
Permit No. WQ0044361
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
INC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Sarah Toppen at (252) 946-
6481 or via e-mail at [e-mail].
Sincerely,
Plow T"
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Robert Tankard, Assistant Regional Supervisor
Water Quality Regional Operations Section
Washington Regional Office
Division of Water Resources, NCDEQ
cc: Travis Dupree, VP of Engineering ([e-mail])
Mark Bissell, PE ([e-mail])
Laserfiche
Page 2 of 8

NORTH CAROLINA
Environmental Quality
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Carolina Water Service of NC
for the construction and operation of approximately 626 linear feet of 8-inch gravity sewer; a 82—gallon
per minute pump station (Pump station 14, Corolla Boat Club) with duplex pumps, on -site audible and
visual high water alarms, telemetry, and a permanent generator with automatic transfer switch; as well
as approximately 630 linear feet of 4-inch force main; to serve as part of the Corolla Boat Club- Phase 1
(Monteray Shores Phase 10) project (Five, eight -bedroom homes, 10 boat slips, and a 125-seat
restaurant), and the discharge 9,900 gallons per day of collected domestic and commercial wastewater
into the Monteray Shores existing sewerage system, pursuant to the application received April 12, 2023,
and additional information received on May 3, 2023 and in conformity with the project plans,
specifications, and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Plow T"
for Richard E. Rogers, Jr.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0044361
Permit Issued: May 4, 2023
Treatment Facility: Monteray Shores Wastewater Treatment Facility (WQ0044361)
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
The Permittee is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 9,900 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)]
2. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a
single-family residence may have a placard or sticker on the control panel in lieu of a sign. [15A
NCAC 02T .0305(h)(2)]
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S. 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
Page 4 of 8

4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T.0403. If an individual
permit is not required, the following performance criteria shall be met:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
Page 5 of 8

The Permittee shall report by telephone to a water resources staff member at the Washington
Regional Office, telephone number 252-946-6481, as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken to ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Page 6 of 8

Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including but not limited to pipe length changes of 10% or
greater, increased flow, pump station design capacity design increases of 5% or greater, and
increases in the number/type of connections), regulations, or the Minimum Design Criteria.
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -
case basis and each on its own merit. Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S.143-
215.1(b)]
13. The Permittee shall provide for the pump station and force main the following items:
a. Pump Station Reliability [15A NCAC 02T .0305(h)(1)]:
1. Pump stations, except when exempted by Subparagraph (j)(2) of 15A NCAC 02T.0305,
shall be designed with multiple pumps such that peak flow can be pumped with the
largest pump out of service.
Page 7 of 8

2. A standby power source or pump is required at all pump stations except for those pump
stations subject to Subparagraph (j)(2) of 15A NCAC 02T.0305. Controls shall be
provided to automatically activate the standby source and signal an alarm condition.
3. As an alternative to Part (c) for pump stations with an average daily design flow less
than 15,000 gallons per day as calculated using 15A NCAC 02T.0114, a portable power
source or pumping capability may be utilized. It shall be demonstrated to the Division
that the portable source is owned or contracted by the permittee and is compatible
with the station. If the portable power source or pump is dedicated to multiple pump
stations, an evaluation of all the pump stations' storage capacities and the rotation
schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
4. As an alternative to Part (ii) for pump or vacuum stations connecting a single building to
an alternative sewer system, wet well storage requirements shall be documented to
provide 24-hours' worth of wastewater storage or, exceed the greatest power outage
over the last three years or the documented response time to replace a failed pump,
whichever is greater. Documentation shall be required pursuant to the permit
application.
b. All pump stations designed for two pumps or more shall have a telemetry system to provide
remote notification of a problem condition to include power failure and high water alarm. [15A
NCAC 02T .0305(h)(1)(E)]
c. High water audio and visual alarm. [15A NCAC 02T .0305(h)(1)(F)]
d. Pump stations shall have a permanent weatherproof sign stating the pump station identifier, 24-
hour emergency number and instructions to call in case of emergency. Simplex pump or vacuum
stations serving a single-family residence shall have a placard or sticker placed inside the control
panel with a 24-hour emergency contact number. [15A NCAC 02T .0305(h)(2)]
e. Screened vents for all wet wells. [15A NCAC 02T .0305(h)(3)]
f. The public shall be restricted access to the site and equipment. [15A NCAC 02T .0305(h)(4)]
g. Air relief valves shall be provided at all high points along force mains where the vertical distance
exceeds ten feet. [15A NCAC 02T .0305(h)(5)]
Page 8 of 8

ENGINEERING CERTIFICATION
Permittee: Carolina Water Service of NC Issue Date: May 4, 2023
Permit No: WQ0044361 County: Currituck
Project: Corolla Boat Club- Phase 1 (Monteray Shores Phase 10)
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of this permit
until the Division has received this Certification and all required supporting documentation, which includes:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
Permit modifications are required for any changes resulting in non-compliance with this permit. A detailed
description for partial certifications should be attached to this form along with any certification comments.
Certification should be submitted in a manner that documents the Division's receipt. The Permittee is responsible
for tracking all partial certifications up until a final certification is received.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to the
applicable standards & requirements, the Professional Engineer below has provided applicable design/construction
information to the Permittee, and the Permittee is prepared to operate & maintain the wastewater collection
system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the project name and
location as referenced above for the above Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the following construction: approximately 626 linear feet of 8-inch
gravity sewer; a 82—gallon per minute pump station (Pump station 14, Corolla Boat Club) with duplex
pumps, on -site audible and visual high water alarms, telemetry, and a permanent generator with
automatic transfer switch; as well as approximately 630 linear feet of 4-inch force main; to serve as
part of the Corolla Boat Club- Phase 1 (Monteray Shores Phase 10) project (Five, eight -bedroom
homes, 10 boat slips, and a 125-seat restaurant), and the discharge 9,900 gallons per day of collected
domestic and commercial wastewater into the Monteray Shores existing sewerage system, and in
conformity with the project plans, specifications, supporting documents, and design criteria subsequently filed and
approved. I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Send the Completed Form & Supporting Documentation to the Following Address:
DWR WATER QUALITY PERMITTING SECTION
WASTEWATER BRANCH — MUNICIPAL PERMITTING UNIT
1617 Mail Service Center
Raleigh, NC 27699

N
October 30, 2023 Reconfirmation of
May 12, 2022 Coastal Wetland Determination
Conducted for Outer Banks Ventures Inc.
Currituck Sound, Corolla, North Carolina

BOOK 116 1 PAGE 0 7 3
0 �IIIriII�NNIIIII�I1�11�11N�NINI�IINfl�l�lllflllll�III11�1
X� Doc ID: 002318740005 Type. CRP
C Recorded: 05/10/2011 at 04:4342 PM
Fee Amt: $31.00 Page 1 of 5 1�
Excise Tax: $0.00 /
Currituck county, NC
Charlene YDowdy Register of Deeds
Tax Colleci�%rtification That No Delinquent Taxes BK 1 161 PG 7 3 4 - 7 3 8
Are Me. D 1 By T`C %: Certif cation
expires Jan. 6th of t e ear following certification date.
O NORTH CAROLINA NON -WARRANTY DEED
"Developer 4 Rights Only & Fee Simple Rights to Underlying Lands of Malta Drive"
LT#: Yh
Land Transfer Tax: $0
Excise Tax: $0
Parcel Identifier Nos: 01 160000r000, 011600000100000
Verified by Currituck County on the day of 2011
By:
Mait/Box to: Kellogg & Evans, PA A 37D
This instrument was prepared by: Daniel houry, Esq., Vandeventer Black LLP, 305 Essex Square, Manteo, NC 27954
Delin uent taxes if an to be aid b the c in attome to the count tax collector upon disbursement of elosin roceeds.
Brief description for the Index: Parcel 9, Par 0, & Malia Drive Monteray Shores
THIS DEED made this /Q day of May 201 I, bya tl between
GRANTOR GRANTEE
MONTERAY SHORES, INC., Cnl OUTER BANKS VENTURES, INC.
a North Carolina corporation a North Carolina corporation
5299 Pennock Point Road 215 Brooke Avenue, Unit 1001
Jupiter, FL 33458 f1corfolk, VA 23510
Enter in appropriate block for each Grantor and Grantee: name, mtTA
g address, and, if appropriate, character of entity, e.g. corporation
or partnership.
The designation Grantor and Grantee as used herein shall include saii�yrties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
W ITNESSETH, that the Grantor, for a valuable consideration paid by the0antee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee, its successors and assigns, all of Grantor's right, title and
interest in and to those certain lots or parcels situated in the Poplar Branch Township, Currituck County, North Carolina, and more
particularly described on Exhibit A attached hereto and hereby made a part hereof (the "Property").
TRANSFER TAX AMOUNT 1t/4,tNt TL-s
DATEIC01-EC"I'OR S -1d-moll rn
NC Bar Association Form No. 3 © 1976, Revised © I/1/2010 C,
Printed by Agreement with the NC Bar Association
16
0
Y
Book 1161 Page 734

BOOK ����PpGEr' ^a
EXHIBIT A a vs
P6l I: Legal Description for Parcel 10 Utility Open Space
1�)Q Lying and being in Poplar Branch Township, Currituck County, North Carolina and being described as Parcel 10; Utility Open
Space, klvn in a plat prepared by Coastal Engineering & Surveying, Inc., recorded on September 11, 2007 in the Currituck County
Register ed, titled, "Monteray Shores P.U.D. W. W.T.P. CAROLINA WATER SERVICE, AMENDED FINAL PLAT", as shown
on plat of r�"d found in Plat Cabinet K, Slides 49-51 of the Currituck County Registry (and hereinafter referred to as the "Coastal
Plat"), and mQT� particularly described as follows_ Beginning at a North Carolina Geodetic Survey monument known as "Ncrbert", with
North Carolin,O id Coordinates 952,250.3119 N and 2,936,969.5120 E, located within the development known as "Buck Island,
P.U.D.", and fo in the top of the curbing on the north side of Orion's Way; thence N 63`16' 10" West 700.75 feet to a point located
in the Northern lie f the Tim Buck II Subdivision as more particularly shown in Plat Cabinet E, Slide 102 in the Currituck County
Registry, North Ca ohna, being the "True Point of Beginning"; thence proceeding S 73' 11'26" West a distance of 1,043.98 feet along
the Northern line oft forereferenced Tim Buck It Subdivision plat to a point located in the Eastern shoreline of Currituck Sound;
thence following the fo mg courses and distances along the Eastern shoreline of Currituck Sound: N 08' 17'26" East334.30 feet, N
31'49'31" West 369.62 N 14'02' 13" East 157.53 feet, N 31'22' 18" West 372.33 feet and N 28' 13'27" East 170.25 feet to a point
located in the Southern lin�eaf Monteray Shores Phase II as more particularly described in Plat Cabinet D, Slides 54-6) in the Currituck
County Registry, North C' na; thence proceeding along the Southern line of the aforereferenced Monteray Shores Phase II N
47'50'41" East 1,059,66 feet n iron rod, this being the Northeastern most point of Parcel 10 Utility Open Space as shown on the
aforereferenced Coastal Plat; t e cornering and proceeding along the Western boundary of Parcel 9 Utility Open Space S 24'59' 13"
East 895,95 feet to an iron rod e Northwest corner of Parcel 8 Open Space shown on the Coastal Plat; thence proceeding S
15'57' 18" East 67.05 feet along t Vestem line of Parcel 8 Open Space to an iron rod; thence continuing along the Western line of
Parcel 8 Open Space S 34'57'06" East 25.28 feet to an iron rod; thence cornering N 51 ° 11'37" East 76.92 feet to an iron rod marking
the Southeast corner of Parcel 8 Open Space, said iron rod being located in the Western margin of the 50' right of way of the private
road Malia Drive; thence proceeding alon �;e Western margin of the right of way of Malia Drive S 45' 13'47" East 70.44 feet to an iron
rod; thence continuing along the Eastern rye in of the right of way of Malia Drive S 45' 13'47" East 30.17 feet to an iron pipe being a
control corner in that property owned by Connla Worship Center of the Assemblies of God as found in Deed Book 761, Page 929 and in
Plat Cabinet G, Slide 205; thence along the AID h line of the Corolla Worship Center S 58'09'22" West 175 feet to a point; thence
cornering and proceeding along the Western li�txhe Corolla Worship Center S 04°43'46" West 145.59 feet to a point in the Northern
line of that development known as Buck Island, l� PD., thence following the following courses and distances along the Northwestern
most point of Buck Island, P.U.D.: S 73'11'21"*est 78,97 feet , S 10° I8'28" West 25.83 feet, S 30`51'08" West 101.58 feet, S
07' 52' 57" East 56.14 feet and S 31 ` 14' 41" West 32.09 feet to an iron pipe marking the Northern comer of that property acquired by the
North Carolina Department of Transportation as m*' articularly described in Deed Book 376, Page 690; thence following the
following courses and distances along the Southwester §Zridary of the North Carolina Department of Transportation: S 31'08'08"
West 70.75 feet, S 60`26' 58" East 106.34 feet, N 37'34'26rLst 57.93 feet, S 65 °23'21" East 54.23 feet, S 36°53'44" East 72.84 feet, S
24'2 P2I" West 24.88 feet, S 32`26'53" East 71.75 feet and S 14`3625" West 69.81 feet to the point and place ofbeginning containing
36.194 acres, more or less, as more particularly described as6cel 10 Utility Open Space on the Coastal Plat.
0
Parcel 2: Property Description for Malia Drive
Lying and being in Poplar Branch Township, Currituck Co . North Carolina and being that private street or access known
as Malia Drive as shown in a plat prepared by Coastal Engineering & eying, Inc., recorded on September 11, 2007 in the Currituck
County Register of Deeds, titled, "Monteray Shores P.U.D. W.W.T.P. OLINA WATER SERVICE, AMENDED FINAL PLAT",
as shown on plat of record found in Plat Cabinet K, Slides 49-51 of the ituck County Registry (and hereinafter referred to as the
"Coastal Plat"), and more particularly described as follows: Beginning at a North Carolina Geodetic Survey monument knows as
"Herbert", with North Carolina Grid Coordinates 952,250,3118 N and 2,936,969.5120 E, located within the development known as
"Buck Island, P.U.D.", and found in the top of the curbing on the north side of Orion's Way; thence N 23"06' 19" West 1,047.72 feet to
an existing iron rod at the Easternmost corner of Monteray Shores, Corolla Worske�enter of the Assemblies of God, as found in Deed
Book 761, Page 929, and in Plat Cabinet G, Slide 205, being the "True Point of Be ning'; thence along the Northeastern line of the
Corolla Worship Center and the Southwestern edge of the right of way of Malia Driv private right of way) N 45' 13'47" West 151.41
feet to an existing iron rod; thence along the Western edge of Malia Drive and the Eas oundary of Parcel 10 Utility Open SpaceN
45'13'47" West 100.61 feet to a set iron rod being the Southeastern most corner of rg� 8 Open Space; thence along the Eastern
boundary of Parcel 8 Open Space N 45' 13'47" West 29.94 feet to a set iron rod; thence o a urve to the right, having a radius of 62.56
feet and a length of 20.93feet, said arc subtended by a chord N 32'03'25" West with a dist��,of20.83 feet to a set iron rod; thence N
22' 16' 59" West 15.71 feet to a set iron rod being the Northeastern most corner of Parcel 8 (3pepSpace; thence leaving Parcel 8 Open
NC Bar Association Form No. 3 © 1976, Revised © 1/112010
Printed by Agreement with the NC Bar Association
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Book 1161 Page 735

Bon 1161 PAGE 6736
Space along the eastern boundary of Parcel 9 Utility Open Space N 22'16'59" West 70.31 feet to a set iron rod; thence N 16'50'38"
West 79.08 feet to a set iron rod; thence on a curve to the left, having a radius of 15.00 feet and a length of 22.19 feet, said arc
subtended by a chord N 59' 13'25" West with a distance of 20.22 feet to a set iron rod; thence S 78°23'47" West 12.47 feet to a set iron
ro ence cornering and proceeding N 1 1'36' 13" West 65.00 feet to a set iron rod; thence cornering and proceeding N 78`23'47" East
57.70eet to a set iron rod being the Southeastern most corner of Parcel 7 Commercial; thence proceeding along the Eastern edge of the
30' rigD of way of Malia Drive S 11'02'41" East 72,76 feet to a set iron rod; thence S 16'50'38" East 80.80 feet to a set iron road;
thence � 16'59" East 39.39 feet to a set iron rod; thence S 45' 13'47" East 43.36 feet to a set iron rod being the Northernmost corner
of the inttion of Malia Drive and Caroline Court (a private right of way); thence continuing along the Eastern edge of the 50' right
of way of YPA Drive S 45' 13'47- East 252.02 to a calculated point being the Northernmost corner of the intersection of Malia Drive
and NC Hig (vy 12; thence S 36'02'33" West 50.59 feet to the "True PointofBeginning" containing approximately 0.549 acres, more
or less, as moVnrtieularly described on the Coastal Plat, TOGETHER WITH all fee simple rights to the underlying land to install
utilities within IaaV�ight of way of Malia Drive as described above.
Parcel 3: Legal
YYD'escription for Parcel 9 Utility Open Space
i' el 9 previously conveyed to Carolina Water Service in Deed Book 1024, Page 31,
aantor herein conveys any Developer Rights in the property described below.
Lying and beingpgopliar Branch Township, Currituck County, North Carolina and being that Eastern parcel, being described
as Parcel 9 Utility Open S , shown in a plat prepared by Coastal Engineering & Surveying, Inc., recorded on September 11, 2007 in
the Currituck County Regis f Deeds, titled, "Monteray Shores P.U.D. W.W.T.P. CAROLINA WATER SERVICE, AMENDED
FINAL PLAT", as shown on� of record found in Plat Cabinet K, Slides 49-51 of the Currituck County Registry (and hereinafter
referred to as the "Coastal P] and more particularly described as follows: Beginning at a North Carolina Geodetic Survey
monument knows as "Herbert", North Carolina Grid Coordinates 952,250,3118 N and 2,936,969.5120 E, located within the
development known as "Buck lslhrnd, P.U.D.", and found in the top of the curbing on the north side of Orion's Way; thence N
23'06' 19" West 1,047,72 feet to an existing iron rod at the Easternmost corner of Monteray Shores, Corolla Worship Center of the
Assemblies of God, as found in Deed Book 761, Page 929, and in Plat Cabinet G, Slide 205; thence along the Northeastern line ofthe
Corolla Worship Center andtheSouthwest edge of the right of way ofMalia Drive (aprivate right ofway) N45°13'47"West 151.41
feet to an existing iron rod; thence along t estern edge of Malia Drive and the Eastern boundary of Parcel 10 Utility Open Space N
45° 13'47" West 100.61 feet to a set iron ro nhis being the Easternmost corner of Parcel 8 Open Space as shown on the Coastal Plat;
thence along the Western edge of Malia Drty Q d the Eastern side of Parcel?, Open Space N 45' 1347" West 2.9.94 feet to a set iron
rod; thence on a curve to the right on the same ` eeoof Malia Drive and Parcel 8 Open Space having a radius of62.56 feet and a length
of20.93 feet, said arc subtended by a bearing of '03'25" West with a distance of 20.83 feet; thence N 22'16'59" West 15.71 feet
to a set iron rod on the Northeast corner of ParceNibpen Space, and being the "True Point of Beginning'; thence along the North
boundary of Parcel 8 Open Space and leaving Malia (Dr ve S 73`22' 12" West 56.97 feet to a set iron rod lying on the east line of Parcel
10 Utility Open Space; thence along the Eastern bord8(;f Parcel 10 Utility Open Space N 24'59' 13" West 895.95 feet to an existing
iron rod, same as the Southernmost point of Monteray Sli�)es Phase 11 Open Space and recorded in Plat Cabinet D, Slides 54-61; thence
along the border of Monteray Shores Phase lI Open Spaced 53' 18' 11" West 69.52 feet to the Northwest corner of Parcel 9 and same as
the Southern corner of Lots 204 & 205 of Monteray Shores Phase 11 and marked by an existing iron rod; thence N 62' 15'20" East 95.56
feet bordering the South edge of Lot 204 to a set iron rod; thei ce N 28'02'44" East 325.54 feet bordering Lots 204, 203, 202 & 201 to
an existing iron rod being on the Western edge of Monteray Drie(a private right ofway); thence along the Western edge of Monteray
Drive S 61'57'19" East 396,05 feet to an existing iron rod; thelFe S 28`02'37" West 14.99 feet to an existing iron rod; thence S
61 `57'23" East 40.00 feet to a set iron rod; thence on a curve to the lq ht, having a radius of 466.24 feet and a length of 185.43 feet, said
are subtended by a chord S 50`33'46" East with a distance of 184.21�t to a set iron rod; thence S 39' 10' 10" East 104.36 feet to a set
iron rod; thence on a curve to the left on the same right of way, having a�dius of 65.00 feet and length of 36.53 feet, said are subtended
by a chord with bearing of S 23'04'02" East with a distance of 36,06 fea set iron rod; thence S 39' 10'07" East 99.98 feet to a set
iron rod on a curve; thence along the same right of way on a curve to the I q( taving a radius of 189.48 feet and a length of 38.31 feet,
said arc subtended by a chord bearing of S 44`57'41" East with a distance of 38.25 feet to an existing iron rod, this being the
Northernmost corner of Commercial Area 2; thence leaving said right of way and along the Western border of Commercial Area 2
owned by EEPCO LLC as described on Plat Cabinet E, Slide 137 and Deed Book 329, Page 791, S 06'25' 10" West 209.86 feet to a set
iron rod on Commercial Area 1; thence along the Western border of Commercial A61 now or formerly owned by G. Holdings LLC as
described on Plat Cabinet E, Slide 229 and Deed Book 662, Page 215, S 36'02'42" t 154.47 feet to a set iron rod on Parcel 3; thence
along the Northern boundary of Parcel 3 now or formerly owned by OB Gas LLC a , cribed by Plat Cabinet G, Slide 176 and Deed
Book741, Page 630, N 53' 57' 18" West 15.00 feet to a set iron rod on Parcel 5; thence� the Southern boundary of Parcel 5 known
as Monteray Pines Condominium Association as described in Plat Cabinet G, Slide 175' d Book 1001, Page 356, N 36'02'37"
East 154.47 feet to a set iron rod; thence bordering Parcel 5 as previously described N 5 5 ce West 277.99 feet to an existing iron
rod; thence S 36`02'42" West 253.01 feet to a set iron rod; thence S 53'57' 19" East 119.00 YcoLto a set iron rod on the Western edge of
Caroline Court (a private right of way); thence along the Western edge of Caroline Court S �' '37" West 5.04 feet to a set iron rod;
NC Bar Association Form No_ 3 OO 1976, Revised 1/t/2010
Printed by Agreement with the NC Bar Association
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Book 1161 Page 736

BOOK 1 1 b 1 PAGE 0 7 3
thence on a curve to the left having a radius of 55.00 feet and a length of 54.67 feet, said are subtended by a chord with bearing S
07'34'09" West with a distance of 52.45 feet to a set iron rod; thence S 20'54'25" East 128.45 feet to a set iron rod; thence on a curve to
the right having a radius of 15.00 feet and a length of 14.91 feet, said are subtended by a chord with bearing S 07'34'03" West and a
djeXce of 14.30 feet to an iron rod; thence S 36'02'37" West 156.59 feet to a set iron rod on the Eastern edge of Malia Drive above
re ced; thence cornering along Malia Drive's Eastern edge N 45' 13'47" West 43.36 feet to a set iron rod; thence N 22' 16'59" West
39. '�Yet to a set iron rod; thence N 16'50'38" West 80.80 feet to a set iron rod; thence N 11'02'41" West 72.76 feet to the
Southrn corner of Parcel 7 Commercial marked by a set iron rod; thence along the Eastern border of Parcel 7 N 11 °36' 13" West
133.901?, to a set iron rod; thence bordering Parcel 7 S 57'48'02" West 45.22 feet to a set iron rod; thence S 46'55'41" West 49.02
feet to a s t i en rod; thence S 13'30' 14" East 78.78 feet to a set iron rod; thence S 07'36' 18" East 13.70 feet to a set iron rod; thence N
78'23'47"E 24.78 feet to a set iron rod; thence N 11'36' 13" West 65.00 feet to a set iron rod; thence N 78`23'47" East 12.47 feet to
a set iron ro0; hence on a curve to the right having a radius of 15.00 feet and a length of 22.19 feet, said arc subtended by a chord
bearing of S 5 25" East and a distance of 20.22 feet to a set iron rod; thence S 16'50'38" East 79.08 feet to a set iron rod; thence S
22' 16'59" East, .3)1 feet to the "True Point of Beginning" containing 11.665 acres, more or less.
C^,
NC Bar Association Fenn No. 3 © 1976, Revised © If112010 Yl
Printed by Agreensnt with the NC Bar Association
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Book 1161 Page 737

BOOK 1161 PAGE f!
The property hereinabove described was acquired by Grantor by instrument recorded in Book Page , Currituck County
Registry.
All or a portion of the property herein conveyed includes or X does not include the primary residence of a Grantor.
A gip showing the above described property is recorded in Plat Cabinet K, Slides 49-51, Currituck County Registry.
TOIOVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee sin;0M.
The Grahtor hakes no warranty, express or implied, as to title to the property hereinabove described
IN WITNEOWHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Q% MONTERAY SHORES, INC.
O ROBERT R. DEG RI LE, President
0j
State of North Carolina - t
I, the undersigned
before me this day and acknow
authority duly given and as the
Witness my hand and Notarial s
of Dare
✓ Public ofthe County of Dare and State aforesaid, certify that RobertR. DeGabrielle personally came
Iiged that he is the President of Monteray Shores, Inc., a North Carolina corporation, and that by
�Kof such entity, he sited the foregoing instrument in its name on its behalf as its act and deed.
nip or seal, this A 4 day ofNovember, 2010.
My Comtnission Expires: 1 ZI Z(J
(Affix Seal)
I E D, A/''
9�
�,QTAgj-
AV B Or-
%ig
''•F COtJN�;.•'
NC Bar Association Form No. 3 © 1976, Revised © 1/1/2010
Printed by Agreement with the NC Bar Association
K,00—. r —�
IV1 t iA n fe D . -jZkke Notary Public
Notary's Printed or Typed Name
Book 1161 Page 738

RUY C..00 PUP
ELIZABETH S. bISER
w„ .'10.-)
kICf iARD E ROGERS. JR.
L1ar cx Pae
CURRITUCK COUNTY WATER DEPARTMENT
ATTN: DONALD L MCREE, COUNTY MANAGER
153 COURTHOUSE ROAD
CURRITUCK, NC 27929
Dear Applicant:
..� �5TAf;.,."
Gyt
1 F__ E
NQRTH CAROLINA
Fnvdr�nm.��lfa! Qaa��"iry
May 01, 2023
Re: Authorization to Construct (This is not a Final Approval)
Issue Date: May 0l, 2023
COROLLA BOAT CLUB - PH 1 (MONTERAY SHORES PH 10)
SerialNo.: 23-00273 Water System No.: NC6027001
Currituck County
This letter is to confirm that a complete Engineer's Report and a Water System Management Plan have been received, and that engineering plans and
specifications have been approved by the Department for COROLLA BOAT CLUB - PH 1 (MONTERAY SHORES PH 10), Serial No.: 23-00273.
The "Authorization to Construct" is valid for 36 months from the issue date. Authorization to construct may be extended if the Rules Governing Public
Water Supplies and site conditions have not changed (see Rule .0305). The "Authorization to Construct" and the engineering plans and specifications approval
letter shall be posted at the primary entrance of the job site before and during construction.
Upon completion of the construction or modification, and prior to placing the new construction or modification into service, the applicant must
submit an Engineer's Certification and Applicants Certification to the Public Water Supply Section.
Engineer's Certification: in accordance with Rule .0303 (a), the applicant shall submit a certification statement signed and sealed by a registered
professional engineer stating that construction was completed in accordance with approved engineering plans and specifications, including any
provisions stipulated in the Department's engineering plan and specification approval letter.
Applicant's Certification: in accordance with Rule .0303 (c), the applicant shall submit a signed certification statement indicating that the
requirements for an Operation and Maintenance Plan and Emergency Management Plan have been satisfied in accordance with Rule .0307 (d) and (e)
and that the system has a certified operator in accordance with Rule .1300. The "Applicants Certification" form is available at
http://www.ncwater.org/ (click on Public Water Supply Section, Plan Review, Plan Review Forms).
Certifications can be sent by mail, fax [phone]), or attachment to an e-mail message to [e-mail].
If this "Authorization to Construct' is for a new public water system, the owner must submit a completed application for an Operating Permit and the
appropriate fee. For a copy of the application for an Operating Permit please call [phone].
Once the certifications and permit application and fee (if applicable) are received and determined adequate, the Department will issue a Final Approval
letter to the applicant. In accordance with Rule .0309 (a), no portion of this project shall be placed into service until the Department has issued
Final Approval.
Please contact us at [phone] if you have any questions or need additional information.
Sincerely,
,,VCE .4_
Shawn F. Guyer, P.E.
Deputy Section Chief
Public Water Supply Section
Division of Water Resources
cc: JAMIE MIDGETTE, P.E., Regional Engineer
BISSELL PROFESSIONAL GROUP
,r 41 1 E
Q N(H`1111 G1r01inJ Depor ntra O1 ErWiMrirrirntalQpallty I VviSion of Walri Rg"An C V-1
512 Nargh Salislrury Street ; 1634 Mail Service Cent&r I Raleigh. Norc11 C iiolina 17t�sJ 16.54
.rt,M w,.►.-,mow o fn � +118. i 0 e. I00

North Carolina Department of Environmental Quality
Division of Water Resources
Project Applicant:
Public Water System Name
and Water System No.:
Project Name:
Serial No.:
Issue Date:
Expiration Date:
Authorization to Construct
CURRITUCK COUNTY WATER DEPARTMENT
SOUTHERN OUTER BANKS WTR SYST
NC6027001
COROLLA BOAT CLUB - PH 1 (MONTERAY SHORES PH 10)
23-00273
May 01, 2023
36 Months after Issue Date
In accordance with NCAC 18C .0305, this Authorization to Construct must be posted
at the primary entrance to the job site during construction.

MARK S. BISSELL, PE
BISSELL PROFESSIONAL GROUP
P.O. BOX 1068
KITTY HAWK, NC 27949

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
DOUGLAS R. ANSEL
Interim Director
NORTH CAROLINA
Environmental Quality
March 3, 2023
LETTER OF APPROVAL WITH MODIFICATIONS
Outer Banks Ventures, Inc.
Attn: Mr. Richard Willis, Registered Agent
1099 Ocean Trail
Corolla, NC 27927
RE: Project Name: Corolla Boat Club - Phase 1
Project ID: Curri-2023-021
County: Currituck
City: Corolla
Address: Malia Drive
River Basin: Pasquotank
Date Received by LQS: March 1, 2023
Submitted By: Bissell Professional Group
Plan Type: New / Express
Dear Sir,
Acres Approved: 12.0
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this letter of Approval with
Modifications. The Modifications Required for Approval are listed on the attached page. This
plan approval shall expire three (3) years following the date of approval, if no land -
disturbing activity has been undertaken, as is required by Title 15A NCAC 413.0129.
As of April 1, 2019, all new construction activities are required to complete and submit an
electronic Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the
NCGO10000 Construction General Permit. After the form is reviewed and found to be
complete, you will receive a link with payment instructions for the $100 annual permit
fee. After the fee is processed, you will receive the COC via email. As the Financially
Responsible Party shown on the FRO form submitted for this project, you. MUST obtain the
COC prior to commencement of any land disturbing activity. The eN01 form may be accessed
atdeq.nc.gov/NCGO1. Please direct questions about the eN01 form to the Stormwater
Program staff in the Raleigh central office. If the owner/operator of this project changes in
the future, the new responsible party must obtain a new COC.
Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following
documentation be kept on file at the job site:
Q
� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
, EWashington Regional Office 1 943 Washington Square Mail I Washington, North Carolina 27889
tr6F:M CaiUL,hA
rseo..mwm U.wni252.946.6481

1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by GS. 113A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of
1973 (North Carolina General Statute 113A-51 through 66), this office may require revisions
to the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land -disturbing activity. This approval does not supersede
any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you provided. This permit allows for a land -
disturbance, as called for on the application plan, not to exceed the approved
acres. Exceeding the acreage will be a violation of this permit and would require a revised
plan and additional application fee. You are requested to file an amended form if there is any
change in the information included on the form. In addition, it would be helpful if you notify
this office of the proposed starting date for this project.
Sincerely,
Samir Dumpor, PE
Regional Engineer
Land Quality Section
cc w/o enc: Richard Willis, Outer Banks Ventures, Inc. (email)
David Klebitz, PE, Bissell Professional Group (email)
WaRO Division of Water Resources (email)

l . The developer is responsible for the control of sediment on -site. If the approved erosion
and sedimentation control measures prove insufficient, the developer must take those
additional steps necessary to stop sediment from leaving this site (NCGS 113A-57(3)).
Each sediment storage device must be inspected after each storm event (NCGS 113A-
54.1(e)). Maintenance and/or clean out is necessary anytime the device is at 50% capacity.
All sediment storage measures will remain on site and functional until all grading and final
landscaping of the project is complete (15A NCAC 04B .0113).
2. The developer is responsible for obtaining all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity.
This could include our agency's Stormwater regulations and the Division of Water
Resources' enforcement requirements within Section 401 of the Clean Water Act, the U.S.
Army Corps of Engineers' jurisdiction of Section 404 of the Clean Water Act, the Division
of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U.S.
Army Corps of Engineers jurisdiction of the Clean Water Act, local County or
Municipalities' ordinances, or others that may be required. This approval cannot supersede
any other permit or approval.
3. Adequate and appropriate measures must be properly installed downstream, within the
limits of disturbance, of any land disturbing activity to prevent sediment from leaving the
limits of disturbance, entering existing drainage systems, impacting an on -site natural
watercourse or adjoining property. (NCGS 113A-57)

PROJECT INFORMATION SHEET
APPROVAL DATE:
RESPONSIBLE PARTY
PROJECT NAME
COUNTY:
OFF -SITE BORROW
AND/OR DISPOSAL SITE:
START-UP DATE:
CONTRACTOR:
ON -SITE CONTACT:
ON -SITE PHONE NO.:
OFFICE PHONE NO.:
March 3.2023
Outer Banks Ventures, Inc.
Corolla Boat Club - Phase 1
Currituck NO.: Curri-2023-021
NO.:
COMPLETE & RETURN THIS FORM
PRIOR TO THE START OF CONSTRUCTION TO:
N.C.D.E.Q.
LAND QUALITY SECTION
ATTN: Bradley West
943 WASHINGTON SQUARE MALL
WASHINGTON, NORTH CAROLINA 27889
[e-mail]

I
w
c-4a'
A
M

ROY COOPER
Governer
ELIZABETH S. BISER
Secretary
WILLIAM E. TOBY VINSON. JR
Interim n(rector
NORTH CAROLINA
Environmental Quality
February 13, 2024
LETTER OF APPROVAL
Corolla Boat Club, LLC
Attn: Mr. Richard Willis, Registered Agent
1099 Ocean Trail
Corolla, NC 27927
RE: Project Name: Corolla Boat CIub - Phase 1
Project ID: Curri-2023-021
County: Currituck
City: Corolla
Address: Malia Drive
River Basin: Pasquotank
Date Received by LQS: February 12, 2024
Submitted By. Bissell Professional Group
Plan Type: Revision / Express (Transfer)
Dear Sir,
Acres Approved: 15.0 total
(3.0 additional)
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable with modifications and hereby issue this letter of Approval with
Modifications. The Modifications Required for Approval are listed on the attached page. This
plan approval shall expire three (3) years following the date of approval, if no land -
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
As of April 1, 2019, all new construction activities are required to complete and submit an
electronic Notice of Intent (eNOI) form requesting a Certificate of Coverage (COC) under the
NCGO10000 Construction General Permit. After the form is reviewed and found to be
complete, you will receive a link with payment instructions for the $120 annual permit
fee. After the fee is processed, you will receive the COC via email. As the Financially
Responsible Party shown on the FRO form submitted for this project, you MUST obtain the
COC prior to commencement of any land disturbing activity. The eNOI form may be accessed
at deq.nc.gov/NCGO1. Please direct questions about the eNOI form to the Stormwater
Program staff in the Raleigh central office. If the owner/operator of this project changes in
the future, the new responsible party must obtain a new COC.
Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following
documentation be kept on file at the job site:
North Carolina Department. of Envirorunental Quality I Division of Energy, Minerat and Land Resources
Washington Regional Office 1 94:3 Washington Square Mall I Washington, tiorth Cerolina 2788y
a�ro irtt. m�vin�r� rI`/ 25291b.6481

1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented,
requiring protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of
1973 (North Carolina General Statute 113A-51 through 66), this office may require revisions
to the plan and implementation of the revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land -disturbing activity. This approval does not supersede
any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you provided. This permit allows for a land -
disturbance, as called for on the application plan, not to exceed the approved
acres. Exceeding the acreage will be a violation of this permit and would require a revised
plan and additional application fee. You are requested to file an amended form if there is any
change in the information included on the form. In addition, it would be helpful if you notify
this office of the proposed starting date for this project.
Sincerely,
Samir Dumpor, PE
Regional Engineer
Land Quality Section
cc w/o enc: Richard Willis, Outer Banks Ventures, Inc. (email)
David Klebitz, PE, Bissell Professional Group (email)
WaRO Division of Water Resources (email)
North Carolina Departntenr of Environmental Quality Division of Energy. Mineral and Land Resources
•/ Washington Regional Office ! 943 Washington Square stall I Washington, North Carolina 27889
oea=r. mm�wR»�,a.ti; n�rr, ?SZ.9-16.b181

PROJECT INFORMATION SHEET
APPROVAL DATE: February 13, 2024
RESPONSIBLE PARTY: Corolla Boat Club. LLC
PROJECT NAME: Corolla Boat Club - Phase 1
COUNTY: Currituck NO.: Curri-2023-021
OFF -SITE BORROW
AND/OR DISPOSAL SITE: NO.:
START-UP DATE:
CONTRACTOR:
ON -SITE CONTACT:
ON -SITE PHONE NO.:
OFFICE PHONE NO.:
COMPLETE & RETURN THIS FORM
PRIOR TO THE START OF CONSTRUCTION TO:
N.C.D.E.Q.
LAND QUALITY SECTION
ATTN: Bradley West
943 WASHINGTON SQUARE MALL
WASHINGTON, NORTH CAROLINA 27889
[e-mail]
NorthCarolina Department. of Environmental Quality Division of Energy. Mineral and Land Resources
Vashington Regional Office 1 943 Washington Square Mail I Washington. North Carolina 27889
252.946.64 81

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ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
DOUGLAS R. ANSEL
Interim Director
NORTH CAROLINA
Environmental Quality
April 10, 2023
OBX Ventures, Inc.
Attn: Richard Willis - President
PO Box 549
Corolla, NC 27927
Subject: State Stormwater Management Permit No. SW7230209
Corolla Boat Club - North
Low Density Project
Currituck County
Dear Richard Willis:
The Washington Regional Office received a complete State Stormwater Management Permit
Application for the subject project on February 28, 2023. Staff review of the plans and
specifications has determined that the pproject, as proposed, complies with the Stormwater
Regulations set forth in 15A NCAC 2H.1000 amended on January 1, 2017 (2017 Rules). We are
hereby forwarding Permit No. SW7230209 dated April 10, 2023, for the construction of the
built -upon areas (BUA) and vegetated conveyances associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and the project shall be
subject to the conditions and limitations as specified therein and does not superset any other
agency permit that may be required. Failure to comply with these requirements will result in
future compliance problems. Please note that this permit is not transferable except after notice to
and approval by the Division.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part
of this permit and is herein incorporated by reference.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the
North Carolina General Statutes and must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if
a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
If you have any questions concerning this permit, please contact Carl Dunn in the Washington
Regional Office, at [phone] or carl.dunnga ncderingov.
Sincerely,
William Carl Dunn, PE
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — BUA Allotment
Attachment B — Designer's Certification Form
Application Documents
cc: David A. Deel, PE — Deel Engineering, PLLC (dadeeleng a gmail.com)
Currituck County Inspections — Bill Newns (Bill.Newns,r CurrituckCountyNC.gov)
Washington Regional Office Stormwater File
North Carolina Department of Environmental Quality Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 27889
b iai a�+i�h 252.946.6481

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE_STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations promulgated and
adopted by the North Carolina Environmental Management Commission, including 15A
NCAC 02H.1000 amended on January 1, 2017 (2017 Rules) (the °stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
OBX Ventures, Inc.
Corolla Boat Club - North
Malia Drive, Corolla, Currituck County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) for a 24%
low density project (the "low density area") discharging to Class SC waters as outlined in
the application, approved stormwater management plans, supplements, calculations,
operation and maintenance agreement, recorded documents, specifications, and other
supporting data (the "approved plans and specifications") as attached and/or on file with
and approved by the Division of Energy, Mineral and Land Resources (the "Division" or
"DEMLR"). The project shall be constructed, operated and maintained in accordance with
these approved plans and specifications. The approved plans and specifications are
incorporated by reference and are enforceable parts of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in
force and effect until the permittee files a request with the Division for a permit
modification, transfer, or rescission; however, these actions do not stay any condition. The
issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revolting and reissuing the permit, or terminating the permit for cause as allowed
by the laws, rules, and regulations contained in 15A NCAC 2H.1000 and NCGS 143-215.1
et.al.

BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is
108,893 square feet. The BUA requirements and allocations for this project are as follows:
a. LOW DENSITY AREA BUA LIMITS. The low density area, also referred to as
Drainage Area I in the approved plans and specifications, must not exceed 24% per the
requirements of the stormwater rules. Within Drainage Area 1, this permit approves a
percent BUA of 9.31% and the construction of a total of 108,893 square feet of BUA,
which includes 8,400 square feet for future BUA.
b. BUA FOR INDIVIDUAL LOTS. Each of the six (6) lots are limited to a maximum of
See Attachment A square feet of BUA, as indicated in the approved plans and
specifications. The maximum BUA assigned to each lot via this permit and the
recorded deed restrictions and protective covenants may not be increased or
decreased by either the individual lot owner or the permittee unless and until the
permittee notifies the Division and obtains written approval from the Division
2. LOW DENSITY AREA REQUIREMENTS. The low density area requirements for this
project are as follows:
a. LOW DENSITY AND CONVEYANCE DESIGN. The low density area is permitted
based on the design criteria presented in the sealed, signed and dated supplement and as
shown in the approved plans and specifications. This low density area and
conveyances must be provided and maintained at the design condition.
b. PIPING. Other than the piping shown on the approved plans, only minimal amounts of
piping under driveways and roads is allowed within the low density area when it cannot
be avoided. No additional piping is allowed.
c. DISPERSED FLOW. The low density area has maximized dispersed flow of
stormwater runoff through vegetated areas and minimized the channelization of flow.
d. VEGETATED CONVEYANCES. Stormwater runoff that could not be released as
dispersed flow may be transported by vegetated conveyances with minimum side slopes
of 3:1 (H:V) designed to not erode during the peak flow from the 10-year storm event
as defined in the stormwater rules and approved by the Division.
STORMWATER OUTLETS. This project does not propose any discharge points and
therefore will not have the opportunity to cause erosion during the 10-year storm event
4. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and
maintained in grass or other vegetation adjacent to all surface waters as shown on the
approved plans. The setback is measured horizontally from the normal pool elevation of
impounded structures, from the top of bank of each side of streams or rivers, and from the
mean high waterline of tidal waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated
setback except as shown on the approved plans or in the following instances where the
BUA has been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.

RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the
following documents to be recorded with the Office of the Register of Deeds:
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system,
including any SCMs, and maintenance accesses must be located in public rights -of -
way, dedicated common areas that extend to the nearest public right-of-way, and/or
permanent recorded easements that extend to the nearest public right-of-way for the
purpose of inspection, operation, maintenance, and repair.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and
maintenance agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. The final recorded plats _must reference the operation and maintenance
agreement and must also show all public rights -of -way, dedicated common areas,
and/or permanent drainage easements, in accordance with the approved plans.
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed
restrictions and protective covenants must include, at a minimum, the following
statements related to stormwater management:
i. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7230209, as issued by the
Division of Energy, Mineral and Land Resources (the "Division") under 15A
NCAC 02H.1000, effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
iii. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the Division.
V. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built -upon area (BUA) per lot See Attachment A square feet.
This allotted amount includes any BUA constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and
the edge of the pavement not shown on the approved plans. BUA has the same
meaning as G.S. 143-214.7, as amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the
permit is modified to ensure compliance with the stormwater rules, permit,
and the approved plans and specifications.
viii. All runoff from the BUA on the lot must drain into the permitted system. This
may be accomplished via grading, a stormwater collection system and/or a
vegetated conveyance.
ix. A 50-foot wide vegetative setback must be provided and maintained adjacent
to all surface waters in accordance with 15A NCAC 02H.1003(4) and the
approved plans.
X. Any individual or entity found to be in noncompliance with the provisions of
a stormwater management permit or the requirements of the stormwater rules
is subject to enforcement procedures as set forth in NCGS 143, Article 21.

e. DEEDS FOR INDIVIDUAL LOTS. The permittee shall record deed restrictions and
protective covenants prior to the issuance of a certificate of occupancy to ensure the
permit conditions and the approved plans and specifications are maintained in
perpetuity.
MODIFICATIONS. No person or entity, including the permittee, shall alter any
component shown in the approved plans and specifications. Prior to the construction of
any modification to the approved plans, the permittee shall submit to the Director, and shall
have received approval for modified plans, specifications, and calculations including, but
not limited to, those listed below. For changes to the project that impact the certifications,
a new or updated certification(s), as applicable, will be required and a copy must be
submitted to the appropriate DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved stormwater collection system and/or vegetative conveyance
shown on the approved plan'
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in the
approved plans and specifications.
g. Other modifications as determined by the Director.
7. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any
eroded areas of the on -site stormwater system will be repaired immediately.
a. PROJECT CONSTRUTION, OPERATION AND MAINTNEANCE. During
construction, all operation and maintenance for the project and stormwater system shall
follow the Erosion Control Plan requirements until the Sediment -Erosion Control
devices are no longer needed.
b. FINAL GRADING. The vegetated areas and vegetated conveyances shall be entirely
constructed and vegetated. Once the final grading is completed and the site is stabilized,
the permittee shall provide and perform the operation and maintenance as outlined in
the applicable section below.

DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall
determine if the project is in compliance with the approved plans and take the necessary
following actions.
a. If the permittee determines that the project is in compliance with the approved plans,
then within 45 days of completion, the permittee shall submit to the Division one hard
copy and one electronic copy of the following;
i. The completed and signed Designer's Certification provided in
Attachment A noting any deviations from the approved plans and
specifications. Deviations may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable
b. If the permittee determines that the project is not in compliance with the approved
plans, the permittee shall submit an application to modify the permit within 30 days of
completion of the project or provide a plan of action, with a timeline, to bring the site
into compliance.
9. OPERATION AND MAINTENANCE. The permittee shall provide and perform the
operation and maintenance necessary, as listed in the signed operation and maintenance
agreement to assure that all components of the permitted on -site stormwater system are
maintained at the approved design condition. The approved operation and maintenance
agreement must be followed in its entirety and maintenance must occur at the scheduled
intervals.
a. CORRECTIVE ACTIONS REQUIRED. In the event that the low density area fails to
meet the requirements of low density, the permittee shall take immediate corrective
actions. This includes actions required by the Division and the stormwater rules such
as the construction of additional or replacement on -site stormwater systems. These
additional or replacement measures shall receive a permit from the Division prior to
construction.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and
made available upon request to authorized personnel of the Division. The records will
indicate the date, activity, name of person performing the work and what actions were
taken.

10. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit
a completed Permit Information Update Application Form to the Division within 30 days to
making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
11. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project and/or property, in whole or in
part, nor the conveyance of common area to a third party constitutes an approved transfer
of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2) and must
be submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part;
ii. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-
14-05 or NCGS 57D-6-07 and 08;
iii. Bankruptcy;
iv. Foreclosure, subject to the requirements of Session Law 2013-121;
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site
inspection will be conducted by Division personnel to ensure the permit conditions
have been met and that the project and the on -site stormwater system complies with the
permit conditions. Records of maintenance activities performed to date may be
requested. Projects not in compliance with the permit will not be transferred until all
permit and/or general statute conditions are met.
12. COMPLIANCE. The permittee is responsible for complying with the terms and conditions
of this permit and the approved plans and specifications until the Division approves the
transfer request.
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA within each drainage area and for the
entire project does not exceed the maximum amount allowed by this permit. The
permittee shall review and routinely monitor the project to ensure continued
compliance with the conditions of the permit, the approved plans and specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved
plans, application, supplements, operation and maintenance agreement, all applicable
recorded documents, and specifications shall be maintained on file by the permittee at
all times.
c. MAINTENANCE ACCESS. SCMs, stormwater collection systems, and vegetated
conveyances must be accessible for inspection, operation, maintenance and repair as
shown on the approved plan

d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the
property during normal business hours to inspect all components of the permitted
project.
e. ENFORCEMENT. Any individual or entity found to be in noncompliance with the
provisions of a stormwater management permit or the requirements of the stormwater
rules is subject to enforcement procedures as set forth in NCGS 143 Article 21.
f. ANNUAL CERTIFICATION. The permittee shall electronically submit to the
Division an annual certification completed by either the permittee or their designee
confirming the projects conformance with permit conditions.
g. OBTAINING COMPLIANCE. The Director may notify the permittee when the
permitted site does not meet one or more of the minimum requirements of the permit.
Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The
permittee shall provide copies of modified plans and certification in writing to the
Director that the changes have been made.
h. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required
for this development to take place, as required by any statutes, rules, regulations, or
ordinances, which are imposed by any other Local, State or Federal government agency
having jurisdiction. Any activities undertaken at this site that cause a water quality
violation or undertaken prior to receipt of the necessary permits or approvals to do so
are considered violations of NCGS 143-215.1, and subject to enforcement procedures
pursuant to NCGS 143-215.6.
Permit issued this the loth day of April 2023.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
;Douglas Ansel, Interim Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7230209

Attachment A
LOT AREA ; Max, Allowable ,
ift? Bunt -Upon Aea'(BUA)()
1 17,946 5,384
2 17,375 5,213
3 16,668 5,000
4 16,182 4,855
5 ----- 17,561 5,268
6 (Commercial) 44,280 28.782

Attachment B
Certification Forms
The following blank Designer Certification forms are included and specific for this project;
• As -Built Permittee Certification
• As -Built Designer's Certification for Low Density Projects
A separate certification is required for each SCM. These blank certification forms maybe
copied and used, as needed, for each SCM and/or as a partial certification to address a section
or phase of the project.

AS -BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my signature
below, that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4) and
the terms, conditions and provisions listed in the permit documents, plans and specifications on file with or
provided to the Division.
❑ Check here if this is a partial certification. Section/phase/SCM #?
❑ Check here if this is part of a Fast Track As -built Package Submittal.
Printed Name Signatu
a Notary Public in the State of
County of . do hereby certify that
personally appeared before me this day of 20
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
Permittee's Certification NCAC .1042(4)
Completed /
Provided
N/A
A. DEED RESTRICTIONS BUA RECORDS
1. The deed restrictions and protective covenants have been
recorded and contain the necessary language to ensure that the
project is maintained consistent with the stormwater regulations
and with the permit conditions.
Y or N
2. A copy of the recorded deed restrictions and protective
covenants has been provided to the Division.
Y or N
3. Records which track the BUA on each lot are being kept. (See
Note 1
Y or N
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection
conveyance system are located in recorded drainage easements.
Y or N
2. A copy of the recorded plat(s) is provided.
Y or N

D. SINGLE FAMILY RESIDENTIAL LOTS - Plats for residential lots that
have an SCM include the following:
y or N
1. The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations
and that the lot owner is subject to enforcement action as set
y or N
forth in NCGS 143 Article 21 if the SCM is removed, relocated or
altered without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The 0&M Agreement is referenced on the final recorded plat.
Y or N
2. The 0&M Agreement is recorded with the Register o Deeds andy
or N
a ears in the chain of Title.
F. OPERATION AND MAINTENANCE PLAN - maintenance records are
being kept in a known set location for each SCM and are available for
Y or N
review.
G. DESIGNERS CERTIFICATION FORM - has been provided tote
Y or N
Division.
Note 1- Acceptable records include ARC approvals, as -built surveys, and county tax records.
Provide an explanation for every requirement that was not met, and for every "N/A" below.
Attach additional sheets as needed.

AS -BUILT DESIGNER'S CERTIFICATION FOR LOW DENSITY PROJECTS
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have
observed the construction of the project named above to the best of my abilities with all due care and
diligence, and that the project meets all of the MDC found in 15A NCAC 02H.1003, in accordance with the
permit documents, plans and specifications on file with or provided to the Division, except as noted on the
"AS -BUILT" drawings, such that the intent of the stormwater rules and the general statutes has been
preserved.
❑ Check here if this is a partial certification. Section or phase
❑ Check here if this is part of a Fast -Track As -Built Package Submittal per 15A NCAC 02H .1044(3).
❑ Check here if the Designer did not observe the construction but is certifying the project.
❑ Check here if pictures of the project are provided.
Printed Name Signature
NC Registration Number,
SEAL:
Consultant's Mailing Address:
City:
Phone:j-a
Consultant's Email address:
Zip:
(D Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 3.
O N/E = Not Evaluated (provide explanation on page 2). ON/A = Not Applicable to this project/plan.
Consultant's Certification (MDC 15A NCAC 02H .1003)
Project Density and Built -Upon AreaOAs-built
®N/E
ON/A
I. The project has areas of high density based on natural drainage
Y N
area boundaries, variations in land use or construction phasing.
or
2. The project's built -upon area does not exceed the maximum limit
Y or N
specified in the permit.
Dispersed FlowOAs-built
®N/E
ON/A
I. The project maximizes dispersed flow through vegetated areas
Y or N
and minimizes channelized flow.

Vegetated ConveyancesOAs-built
®N/E
©N/A
1. Stormwater that is not released as dispersed flow is transported
Y N
by vegetated conveyances.
or
2. The project has a minimal amount of non -vegetated conveyances
Y N
to reduce erosion.
or
3. Other than minimal piping under driveways and roads, no piping
Y N
has been added beyond what is shown on the approved plans.
or
4. Side slopes are no steeper than 3H:1V.
Y or N
S. The conveyance does not erode in response to the peak flow from the
Y N
10-year storm.
or
Curb outlet systems (if applicable)
(DAs-built
mN/E
OO N/A
1. The swale or vegetated area can carry the peak flow from the
Y N
10-year storm at a non -erosive velocity.
or
2. The longitudinal slope of the swale or vegetated areas does not exceei
Y N
5%.
or
3. The swale has a trapezoidal cross-section and a minimum bottom wic
Y N
of two feet.
or
4. The minimum length of the swale or vegetated area is 100 feet.
Y or N
5. Side slopes are no steeper than 3H:1V.
Y or N
6. The project utilizes treatment swales designed per Section .1061
Y N
in lieu of the curb outlet system requirements.
or
Vegetated Setbacks (if applicable)OAs-built
OO N/E
©N/A
1. The width of the vegetated setback is at least 50'.
Y or N
2. The width of the vegetated setback has been measured from the nor
pool of impounded waters, the MHW line of tidal waters,
Y or N
or the top of bank of each side of rivers or streams.
3. The vegetated setback is maintained in grass or other vegetation.
Y or N
4. BUA that meets the requirements of NCGS 143-214.7(h2)(2) is locatel
Y N
in the setback.
or
S. BUA that does NOT meet the requirements of NCGS 143-214.7(b2)(2)
located within the setback and is limited to:
• Publicly -funded linear projects (road, greenway, or sidewalk)
Y N
• Water dependent structures
or
• Minimal footprint uses such as poles, signs, utility
appurtenances, and security lights.
6. The amount of BUA within the setback is minimized, and
Y N
channeling of the runoff from the BUA has been avoided.
or

7. Stormwater is not discharged (via swale or pipe) through a
vegetated setback. Stormwater is released at the edge of the
Y or N
setback and allowed to flow through the setback as dispersed flow,
OutletsOAs-built
ON/E
®N/A
L Stormwater outlets do not cause erosion downslope of the
Y N
discharge point during the peak flow from the 10-year storm.
or
Variations
OO As -built
ON/E
©N/A
I. The project has variations from the MDC that were not previously
Y N
approved. (Modification may be required.)
or
Deed restrictions (if applicable)
OAs-built
ON/E
ON/A
1. Deed restrictions are recorded and ensure that the project and
the BUA will be maintained in perpetuity consistent with the
Y or N
permit, approved plans, and specifications.
For Subdivisions Only (Residential or Commercial)
OAs-built
ON/E
©N/A
1. The number of platted lots is consistent with the approved plans.
Y or N
2. The project area is consistent with the approved plans.
Y or N
3. The layout of the lots and streets is consistent with the approved
Y N
plan.
or
4. The width / radius of streets, paved accesses, cul-de-sacs and sidewal
Y N
is consistent with the approved plan.
or
S. No piping, other than those minimum amounts needed under a
Y N
driveway or under a road, has been added.
or
6. The lot grading, road grading, vegetated conveyances, piping,
Y N
inverts, and elevations are consistent with the approved plans.
or
Provide an explanation below for every MDC that was not met, and for every item marked "N/A" or
"N/E." Attach additional pages as needed.

11 Complete items 1, 2, and 3.
K Print your name and address on the reverse
se that we can return the card to you,
if Attach this card to the back of the mailpiece,
or on the front if space permits.
9. ArI cla Addressed to: ( _
9590 9402 7482 2055 9362 49
2. Article Number {Transfer from service label)
7020 3160 00111 2521 7098
PS Form 3811, July2020 PS 77530 02-000-9053
A. Signature
x
B
. ed by finfed 1+lame C. �Addressee
of devery
delivery address different om item 17 © Yes
If YES, enter delivery address below:
3. Service Type
Adult Signature
Priodty Mail Expresso
Q Adult Signature Restricted Delivery
0 Certified Malf® ry
El Registered Mail-
❑ Registered Mali Restricted
Certified Mail Restricted Delive
O Collect an Delivery 7
Delivery
Q Signature ConfirrnatlonTm
❑ Coflect on Delive Signature Confirmation
r , N Mail ry Restricted Delivery Restricted Delivery
A I Restricted Delivery
Dnmestre Return Receipt

ESPCG #
Y
a� L
9590 94D2 7462 2055 9262 49
United States • Sender: Please
Postal Seryjee print your name, address, and
this box•

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
TANCRED MILLER
Director
EMAIL MEMORANDUM
TO: The Coastland Times
NORTH CAROLINA
Environmental Quality
ATTN: Hannah Russ
Manteo, NC 27954
legals(a)thecoastlandtimes. net
FROM: Lisa Doepker, Administrative Specialist
DATE: 3/1 /2024
SUBJECT: Major Public Notice: Outer Banks Ventures, Inc.
Please publish the attached Notice in the Wednesday, March 6, 2024, issue of The
Coastland Times. Please note that this is for a one -day publication only.
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, an original invoice and payment request to Lisa Doepker, via
email at: [e-mail].
Thank you for your assistance in this matter. If you should have any questions, please
contact me at our Elizabeth City office [phone].
Attachment
cc: Gregg Bodnar, Major Permits Coordinator, gregg.bodnar(U-)_deg.nc.gov
Christy Simmons, PIO, DCM, christy.simmons(a)ncdenr.gov
Ellie Davis, Accounts Payable, DCM, ellie.davis(a)ncdenr.gov
File
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
NORTH CAROLINA -
OepartmerM1 ai Environmental Quay /'� 252.515.5400

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an AEC as
designated under the CAMA was received on 8/29/2023. Outer Banks Ventures plans
to develop this tract into 28 duplexes (56 total units), three retail buildings with 9
upper story apartments, a paddleboat rental concession, a 150-seat restaurant, a
250-seat outdoor entertainment venue attached to the restaurant, and a marina
located in Currituck County.
A copy of the entire application may be reviewed at the office of the Division of
Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City and reached by
phone at [phone] during normal business hours. Comments mailed to Tancred
Miller, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to March
27, 2024, will be considered in making the permit decision. Later comments will be
considered up to the time of permit decision. Project modification may occur based on
review & comment by the public, state & federal agencies. Notice of the permit decision
in this matter will be provided upon written request.
PLEASE PUBLISH ON: March 6, 2024
D_EQ�NOFTH CA
OepaNmeM of E,,i Envimnmentrl pualily
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce Avenue I Morehead City, North Carolina 28557
252.515.5400

N? 0054
RECONFIRMATION
N.C. DIVISION OF COASTAL MANAGEMENT
NOTIFICATION OF COASTAL WETLAND DETERMINATION
Pursuant to NCGS 113-229(n)(3), and 15A NCAC 07H.0205(a)�) E3 C D
Property Owner: CL+er f3f_,Vs IlenA _tgs `%c. Mailing Address: r'n f�Ox SKtR
Site Address: Pracd farQl(c , A)!, a -
_ u :r' 1./f11,G y.� ro�i� y A)-C"
179 �L -I--
Project Location: County _ �'� rr ; �c.c I2 US/NC/SR # r4f- o� IX, -'R.. t�
River Basin f���� r, ��. Adj. Water Body S2Lr+Prs t, c,4- a A - Ft�
Indicate Which of the Following Apply:
Coastal Wetlands have been identified on the above described property. The project (as currently
proposed) may impact these wetlands but no official delineation was performed. The Division of Coastal
Management suggests that you request a formal delineation by this Division to evaluate potential impacts to
Coastal Wetlands and project design alternatives.
Coastal Wetlands have been identified on the above described property. At your request, an official
Coastal Wetland delineation was performed by the Division of Coastal Management. The Division of Coastal
Management suggests that you have the delineation surveyed. The Division will verify the surveyed line, which
will then remain valid for a period not to exceed 12 months from the delineation, /
T�Pr�iA3LC1» ' "'„ Io_� ,.4 <Zi__r.Ys. . Anbr,..,od
Coastal Wetlands species identified on -site:
______Spartina alterniflora
Distichlis spp.
—Clad ium jamaicense
_Spartina cynosuroides
f Juncus roemerianus
Limonium spp.
--V—/-Fypha spp,
Salicornia spp.
Scirpus spp.
Spartina patens
Check any Id indicators that apply to establish regular or occasional flooding:
_tidal water observed on -site (do not check if during or following Tropical Storm/Hurricane)
crabs/holes
periwinkle
wrack lines
elevation changes
staining tidal water connection
other (please describe)
DCM Official �c),�, r �:r'�e Title VZern
Date 7-�
d 1 yr, r+et i.'-r t.
In the event you -weal this jurisdictional call, you may request a second opinion by contacting my
supervisor,,, _-�� l� ; (DCM District Manager) at
Visit our website at www.nccoasta/management.con? May 5, 2022 Coastal Wetland Determination
Reconfirmed by DCM Field Representative,
Martin Mitchell, on August 24, 2023 and
October 30, 2023. ���