20221205 Ver 1_CAMA Application_20220830

ROY COOPER
Governor
ELIZABETH S. BISER.
Secretary
BRAXTON DAVIS
Director
August 30, 2022
MEMORANDUM:
FROM:
NORTH CAROLINA
Environmental Quality
Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Salvo Marina 27446, LLC
Project Location: 27446 & 27448 NC Hwy 12, Salvo in Dare County
Proposed Project: Demolition of dilapidated structures, construction of marina in existing
basin, maintenance excavation of the access channel, canal, & basin, two
12-unit multi -family dwellings, pool, bulkhead, boardwalks, and docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by September20, 2022. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
D_E
eaatH ceE ,w.
OeDepartmentoi o/ 6M,GanenYl OuGG
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27904_
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME: Salvo Marina 27446, LLC
2. LOCATION OF PROJECT SITE: 27446 & 27478 NC Hwy 12, Salvo, Dare County,
adjacent a natural and manmade basin and the Pamlico Sound
Latitude: 35.541679 Longitude: -75.473540
3. INVESTIGATION TYPE: CAMA & D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 09/01/21; 07/19/22
Was Applicant Present — Yes/Agent; No
5. PROCESSING PROCEDURE: Application Received Complete — 08/10/22
Office - Elizabeth City
SITE DESCRIPTION:
(A) Local Land Use Plan - Dare
Land Classification from LUP — S-1 Special
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA),
Coastal Shoreline (CS)
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - N/A
Planned - Yes
(F) Type of Structures: Existing - Bulkhead, boat ramp, finger piers, concrete
foundations & parking areas
Planned — Bulkhead, boardwalks, finger piers, pier,
platforms, riprap, boat ramp, two 12-unit buildings, pool & pool house accessory
(G) Estimated Annual Rate of Erosion: 1'
Source — Application, Field visit & Google Earth
7. HABITAT DESCRIPTION:
DREDGED
[AREA]
FILLED
OTHER
(A) Vegetated Wetlands
N/A
N/A
N/A
(B) EW/PTA — Open water (OW)
& Shallow bottom (SB)
15,315 sf (SB)
2,863 sf (SB)
2,021.25 sf
(shading of OW)
(C) CS
3,018 sf
285 sf
27,961 sf
(D) High ground
N/A
N/A
73,000 sf
(E) Total Area Disturbed: 124,463.25 (2.86 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SA; HQW Closed to Shellfish Harvesting

Field Investigation Report: Salvo Marina 27446, LLC
Page 2
8. PROJECT SUMMARY: Demolition of dilapidated structures and construct a marina in
the existing basin, with improvements to include maintenance excavation of the
access channel, canal, and basin, two 12-unit multi -family dwellings, pool & accessory
building, bulkhead, boardwalks, finger piers, pier, platforms, riprap, boat ramp, and
associated infrastructure.
Project Setting
The two parcels (Lots 1 r and 2r) are located at 27446 and 27478 NC Hwy 12 in Salvo, Dare
County, adjacent a manmade basin and connected to the Pamlico Sound. These two lots
equate to a total of 5.06-acres. Lot 1 r (#27446) currently has an existing boat basin with
dilapidated structures, including a bulkhead, boat ramp, and finger piers, as well as upland
concrete and gravel. There are natural uplands with native grasses starting at the east side
of the bulkhead leading up to Hwy NC 12. Along the north side of the bulkhead, where the
elevation is 4-5' above normal water level (NWL), the upland area consists of natural grass,
salt meadow cordgrass, Atlantic cedar, wax myrtles, bayberry, and catbrier, then slopes
down to a Coastal Wetland (CW) and 404 Wetland area that includes Big cordgrass
(Spartina cynosuroides), cattails, and Black needlerush (Juncus roemerianus). In that
northern section there is also a natural pond that opens to the next canal to the north.
There is a Coastal Wetland fringe along the non -hardened north side of the canal on Lot 1 r
that consists of Smooth cordgrass (Spartina alterniflora), and Black needlerush, and the
wetlands extend to the northwest end of the lot. The water depth along the shoreline is -1'
NWL. As you cross the canal, the water depths range from -1' to -4' NWL.
Transitioning to the south side of the canal, a small area of Common Three -square (Scirpus)
on an upland area southwest of the dilapidated bulkhead is not claimed as jurisdictional
Coastal or 404 wetlands. This upland area also has native grasses. The ±1' erosion onsite
is noted to be where the bulkheading has failed due to storm and deterioration. On the west
side of the canal near the existing bulkhead return there is CW and 404 wetland vegetation
that includes Smooth cordgrass, and transitions to a marsh on Lot 2r that also includes
Black needlerush. Field indicators for the CW area also included the existence of periwinkle
and crab holes. An official USACE Jurisdictional Determination (JD) verifying 1.86 acres of
404 wetlands dated 01/21/22 was completed by Billy Standridge, and a copy of that JD is
included in the application package.
The permit history found for this property was General Permit (GP) #21808A, which was
issued to OBX LLB on 04/23/99 for the repair and replacement of 500' of bulkheading, as
well as repair of the existing boardwalk. This permit referenced Salvo Market and
Campground in the project location. Further research determined that GP #21808A was a
renewal for the original GP021261A issued on 11/18/95.
The riparian property to the north is developed with a single-family dwelling, utility shed,
detached garage, a bulkhead and docking facility. The riparian property to the south is
developed with a mobile home and utility shed.

Field Investigation Report: Salvo Marina 27446, LLC
Page 3
An interagency scoping meeting was held on 07/29/21 to discuss the redevelopment of this
property. Representatives from Quible & Associates, SAGA Construction & Development,
USACE, National Marine Fisheries, US Fish & Wildlife Services, NC Wildlife Resources,
Marine Fisheries, Coastal Management, 401 Division of Water Resources, Stormwater, and
Land Quality were in attendance.
The waters of the Pamlico Sound are within the Pasquotank River Basin. These waters are
classified as Coastal by the NC Marine Fisheries Commission. The DWR water
classification for the Pamlico Sound is SA & HWQ. These areas are not designated as
Primary Nursery Areas and are closed to the harvesting of shellfish.
Development Proposal
The applicant is proposing the demolition of the existing structures (i.e. boardwalk, finger
piers [7 slips], boat ramp, bulkhead) and improvements for a marina, to include two, 12-unit
multi -family dwellings, pool & accessory building, bulkhead, boardwalks, finger piers, pier,
platforms, riprap, boat ramp, and associated infrastructure.
Maintenance excavation of the access channel (entrance on the west side of the canal) and
areas in the middle and east side of the canal/basin is proposed. An SAV survey was
conducted on 06/25/21 by representatives of Quible & Associates. No rooted SAV was
found within the areas of the proposed excavation and development. Ruppia Maritima beds
were documented outside of the mouth of the channel and boat basin, and the area is
identified on Sheets 1 and 2 that were submitted with the major application. The water
bottom in the canal is sand and muck. The dimensions for the excavation starting at the
entrance are 246'x20'x-1', which will remove ±182 cubic yards (cy). The collective
dimensions for excavating the remaining areas of the canal/basin are 462'x22'.5"x-1', which
will remove ±385 cy. The total amount of material to be excavated from below NWL is 567
cy.
An upland area in the northwest section next to the basin is proposed to be excavated to
lengthen the current basin an additional 60'. A 3,018 square foot (sf) area will be removed,
resulting in 671 cy of high -ground excavation.
A 290'x25' (7,250 sf) dredge disposal area for the spoil is proposed on the southeast side of
the basin, outside of the 30' buffer. Silt fencing will be used to contain the dredge spoils.
After the spoil is dewatered and removed, that section of the site is proposed to be
asphalted for an access to the proposed boat ramp, pool house, and boat trailer parking
area.
A new 34'x22' boat ramp is proposed on the southeast side of the basin, with a courtesy
pier on each side. The pier on the east side of the ramp is proposed at 15'x4', and the pier
on the west side of the ramp is proposed at 34'x4'. A total of 13 finger piers (dimensions of
8)(3' equating 24 sf each) with associated pilings are proposed in the canal and boat basin.
A 32'x6' pier with a 20'x20' (400 sf) T-head platform and 2 pilings is proposed off the
southwest shoreline of Lot 1 r. The construction of finger piers and installation of 51 pilings
will create a total of 26 slips. A 33'.5"x27'.5" (921.25 sf) platform is proposed in the
southeast corner of the basin for kayak and paddle board launches.

Field Investigation Report: Salvo Marina 27446, LLC
Page 4
Two channel marker/No Wake Signs are proposed at the entrance of the canal.
The existing bulkhead will be replaced with a new 828 linear foot (Ift) vinyl bulkhead,
transitioning from the north side of the basin to the east and ending at the southwest section
of the canal. Most of the replacement bulkhead will average 0' waterward of NWL, with a
maximum distance equaling 15' waterward of NWL on the southwest side of the canal.
Proposed backfill material is clean sand, and ±2,065 sf of fill will be placed below NWL.
A small area (±50 sf) of riprap revetment is proposed at the end of the southwest bulkhead
return in front of a CW fringe. The maximum distance of the toe of the rock is ±3' waterward
of the vegetation.
Upland fill is proposed to raise the existing site grade to accommodate the proposed
development and provide coastal flooding resilience. An estimated ±2.7 acres will be filled,
with dimensions averaging 270'x450'. The majority of the western section of the parcel is
zoned AE(4), and the upland section to the east of the basin is zoned 'Shaded X'. The
proposed upland development on Lots 1 r and 2r includes two 12-unit, multi -family dwellings
with associated parking and septic system, a concrete pool with concrete decking and a
pool house accessory building, a 514'x6' walkway leading to a 200 sf overlook platform on
the north side of Lot 1 r, an 820'x5' boardwalk around the basin, 2 kayak stands/racks, a
walkway leading from the dwellings to the boardwalk, asphalt driveway and boat launch
drive. The north side access driveway, southern access driveway, septic systems, parking
for the multi -family dwellings, one-10'x12' dumpster pad, and the southern section of the
boat launch drive equate to ±5,472 sf (approximate dimensions are 228'x24') and are sited
outside of the CAMA 75' AEC. A 92'x92' (±8,464 sf) stormwater basin is proposed between
the boat trailer parking area and the second multi -family dwelling to address surface runoff.
The applicant is also proposing 811 Ift of retaining wall to be constructed on Lot 2r along the
south side of the property between the upland development and the 404 wetlands.
The total impervious coverage proposed in the 75' CAMA AEC is ±20,659.2 sf (17.5%).
The total impervious coverage and/or built -upon surfaces of the entire tract(s) is ±60,975.4
sf (27.7%).
Anticipated Impacts
Estuarine Waters/Public Trust AEC = 20,199.25 sf
• The construction of the main pier, courtesy piers, finger piers, T-head platform, and
launch platform will result in ±2,021.25 sf of shading of the Open Water Habitat.
• The construction of the boat ramp will result in the filling of 748 sf of Shallow Bottom
habitat.
• A total of ±15,315 sf of Shallow Bottom habitat will be removed as a result of the
maintenance excavation of the access channel/canal and basin.
o A total of ±567 cy of material is proposed to be excavated.
• The installation of replacement bulkheading and riprap, with associated backfill, will
result the filling of ±2,115 sf of Shallow Bottom habitat.

Field Investigation Report: Salvo Marina 27446, LLC
Page 5
Coastal Shoreline (Estuarine/Public Trust Shoreline) AEC = 31,264 sf
• Excavation of an upland area will result in the removal of 3,018 sf (671 cy) of shoreline.
• Construction of the swimming pool and associated decking, accessory pool house,
portion of the boat trailer parking area (BTPA), access drive(s) to the BTPA and boat
ramp, and portion of the multi -family dwellings will result in ±20,289 of impervious
coverage in the ES AEC, outside of the 30-foot buffer.
• ±7,672 sf of shading in the 30-foot buffer will result in the construction of the walkways,
overlook platform, and boardwalk.
• ±285 Ift of the total 811 Ift of retaining wall proposed along the southern border of Lot 2r
will fill ±285 sf (285x1).
High ground (Upland development outside of the CAMA AEC) = ±73,000 sf
• The remaining development, which includes the northern and southern access
driveways, septic systems, multi -family dwellings, parking associated with the
dwellings, dumpster pads, trailer parking area, boat launch drive, and associated filling
and grading, will disturb High Ground habitat.
Temporary water turbidity will occur during the water -dependent development.
Submitted by: Yvonne Carver
Date: 08/23/22

RECEJ\/Fri
DCM MP-1
APPLICATION for
J U L 1 "l 2022
Major Development P@iiifii
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Salvo Marina 27446, Llc
Project Name (if applicable)
Salvo Marina
Applicant 1: First Name
Bob
MI
Last Name
Howsare
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
90
City
Kill Devil Hills
State
NC
ZIP
27948
Country
USA
Phone No.
- - ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
bhowsare@ icrsaga.com
2. Agent/Contractor Information
Business Name
Quible & Associates P.C.
Agent/ Contractor 1: First Name
Troy
MI
Last Name
Murphy
Agent/ Contractor 2: First Name
Brian
MI
Last Name
Rubino
Mailing Address
PO Box
870
City
Kitty Hawk
State
NC
ZIP
27949
Phone No. 1
252 - 491 - 8147 ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
8466 Caratoke Hwy BLDG 400
City
Powells Point
State
NC
ZIP
27966 -
Email
[e-mail] , [e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
RECEIVED
J U L 1 2 2022
APPLICATION for
Major Development Permit
3. Project Location
® E
County (can be multiple)
Dare
Street Address
27446 & 27478 NC HWY 12
State Rd. #
12
Subdivision Name
Salvo Marina
City
Salvo
State
NC
Zip
27972 -
Phone No.
- - ext.
Lot No.(s) (if many, attach additional page with list)
1 r, 2r, , ,
a. In which NC river basin is the project located?
Pasquotank
b. Name of body of water nearest to proposed project
Pamlico Sound
c. Is the water body identified in (b) above,
natural or manmade?
d. Name the closest major water body to the proposed project site.
Pamlico Sound
0 Natural • Manmade • Unknown
e. Is proposed work within city limits or
planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Dare County
0 Yes ONo
4. Site Description
a. Total length of shoreline on the tract (ft.)
2,015
b. Size of entire tract (sq.ft.)
220,295.4 sf
c. Size of individual lot(s)
1 r: 86,961.5 sf , 2r: 133,333.9 sf,
(If many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
4' ■ NHW or 0 NWL
e. Vegetation on tract
Upland areas are maintained grasses, non coastal wetlands species include native grases and wax myrtles, coastal
wetlands are predominatley Spartina alterniflora, Spartina cynosuroides, Scirpus americanus, and Juncus romerianus.
f. Man-made features and uses now on tract
Dilapidated bulkhead, concrete boat ramp, boat slips and concrete foundations and parking areas from former uses.
g. Identify and describe the existing land uses adjacent to the proposed
project site.
Single family residential, rental houses.
h. How does local government zone the tract?
S-1 Special
i.
Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
t2 Yes ■ No ■ NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?
■ Yes 0 No
k. Has a professional archaeological assessment been done for the tract?
If yes, by whom?
If yes, attach a copy. • Yes e No ■ NA
I. Is the proposed project located in a National Registered Historic District
National Register listed or eligible property?
or does it involve a • Yes 0 No • NA
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
RECEIVED
J U L 1 2 2022
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? 0Yes ■ No
(�
[��✓ EC
(ii) Are there coastal wetlands on the site? 4) 0 Yes ■ No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? 0 Yes ■ No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater will be treated and disposed on site. Permitting through the Dare County Health Department will be obtained.
o. Describe existing drinking water supply source.
Dare County Public Water
p. Describe existing storm water management or treatment systems.
None existing.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ►w Commercial ■ Public/Government
• Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Uses will be consistent with vacation rental units. Visitors will have access to Pamlico Sound using the existing man made
basin.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical convential constructon techniques will be employed. No equipment will be stored in wetlands. Dredge work will be
performed using long reach excavator or excavator on barge.
d. List all development activities you propose.
Water dependent infrastructure and development includes removing all existing dilapidated structures and construct 828 If of
bulkhead, 820 If of wooden boardwalk, construct 26 wet slips with 13 finger piers, 940 sf wooden dock/platform, reshape and
square up existing man made basin (2,065 sf of fill), maintenance dredgeof the exsiting basin and channel and excavation of
uplands around basin (+/- 1,238 cy), 50 sf rip rap bulkhead return protection and install new 22' by 35' concrete boat ramp.
Construct two 12 unit buildings and all associated and necessary infrastructure along with a pool and pool house accessory
structure. Construct a 514 If boardwalk with 200 sf platform over uplands along north property boundary. See attached
narrative for full detailed scope of work.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 4.0 ■ Sq.Ft or Acres
g. Will the proposed project encroach on any public easement, public accessway or other area • Yes 0 No • NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state proposed. All stormwater will be managed onsite using approved and permitted
Stormwater Control Measures.
i. Will wastewater or stormwater be discharged into a wetland? •Yes @ No MINA
If yes, will this discharged water be of the same salinity as the receiving water? ■ Yes • No • NA
j. Is there any mitigation proposed? ■ Yes ►5 No ■ NA
If yes, attach a mitigation proposal.

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Salty Paws, LLC Phone No.
Address 65 Greystone, Road, Front Royal, VA 22630
Name Frank T. and Paige N. Thigpen Phone No.
Address PO Box 308, West Point VA 23181
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
General Permit (GP) No. 21808A, Issued to OBC, LLB on
04/23/1999
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certif tha the information provided in this application is truthful to the best of my knowledge.
Date 22 Print Name O1
Signature
Please indicate application attachments pertaining to your proposed project.
DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
❑DCM MP-5 Bridges and Culverts
RECEIVED
J U L 12 2022
DCM-EC

RECEiVED
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
JUL 282022
DCM EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
246
462
34
Width
20
22.5
22
Avg. Existing
Depth
-2.5
-2.5
-2.5
NA
NA
Final Project
Depth
-3.5
-3.5
-3.5
NA
NA
1. EXCAVATION
❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
567 cu yrds (Calculated in AutoCAD based on survyed depths)
b. Type of material to be excavated.
Sand/Muck
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 671 cu yrds
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
To maintain traditional navigation and clear shoaling that has
ocurred in the existing basin and channel
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
On -site disposal area shown on plan.
c. (i) Do you claim title to disposal area?
®Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
290 LF by 25 LF
d. (i) Will a disposal area be available for future maintenance?
['Yes No DNA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes No DNA
(ii) If yes, how much water area is affected?

f ot'm OCIVI MF1.2 (Excavation ar,ri Fili, Page 2 of 3)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures)
❑ This section not applicable
a. Type of shoreline stabilization:
®Bulkhead ®Riprap ❑Breakwater/Sill DOther:
c. Average distance waterward of NHW or NWL: 0 ft, the majority of
the propsoed bulkhead is proposed landward of the exsiting.
Excavation of the exisitng basin is proposed.
e. Type of stabilization material:
Vinyl sheeting, wood, riprap
g•
Number of square feet of fill to be placed below water level.
Bulkhead backfill 2,065 sf Riprap 50 sf
Breakwater/Sill Other
i. Source of fill material.
Permitted mines and quarries.
b.
Length: 828
Width: 1
d. Maximum distance waterward of NHW or NWL: 15 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Not measured. Shoreline eroding episodically in response to
large storm events now that bulkheading has failed.
h. Type of fill material.
Clean sand fill
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
❑This section not applicable
a. (i) Will fill material be brought to the site? ®Yes ❑No DNA
If yes,
(ii) Amount of material to be placed in the water 0 SF
(iii) Dimensions of fill area Approx. 274 ft by 451 ft (2.68 AC).
Dimensions are an average of the fill area due to its irregular
shape.
(iv) Purpose of fill
To raise the existing site grade to accommodate the
development and provide coastal flooding resilience.
b.
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW ❑SAV ❑SB
OWL ZNone
(ii) Describe the purpose of the fill in these areas:
[5. GENERAL
a.
How will excavated or fill material be kept on site and erosion
controlled?
Silt fencing will be used to contain material.
c. (i) Will navigational aids be required as a result of the project?
Dyes No DNA
(ii) If yes, explain what type and how they will be implemented.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Longreach excavator, small barge, rubber tire hoe etc.
d. (i) Will wetlands be crossed in transporting equipment to project
site? Dyes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date
Project Name
sa Ivd
c,.rtv�t
J U L 2 8 2022
DCM-EC

Fill, Page 3 of 3)
rd••1 M.V (4prt)
Applicant ame
ant Signature
RECEIVED
J U L 2 8 2022
DCM EC

RECEIVED
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction andlor land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
JUL 1 2 2022
DCM-EC
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Two multi unit buildings (12 units each), one pool accessory
structure, one pool with concrete pool deck, one overlook
platform and boardwalk, oneloardwalk around basin, two
kayak racks.
c. Density (give the number of residential units and the units per
acre).
4.8 units per acre (5 acres total)
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
DYes ®No DNA
(ii) If yes, list the date submitted: A SESC Permit will be
sought.
g.
Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
17.5% (20,659.2 SF)
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
27.7% (60,975.4 SF)
j. Describe proposed method of sewage disposal.
On -site wastewater system
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff will be directed to stormwater basins and
swales.
b. Number of lots or parcels.
Two lots (1 r & 2r)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.86 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete, gravel and pavers. Pervious concrete
and similar (e.g. turfstone) may be used.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
Dyes ®No DNA
(ii) If yes, list the date submitted: A stormwater permit will be
sought.
k. Have the facilities described in Item (i) received state or local
approval?
['Yes ®No DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
['Yes ®No DNA
If yes, attach appropriate documentation.
252-808-28082 :: -i-888-412C:OAST :: vvww.nccoastalmanagement.net reviseci: i 2126/06

FCCr ill C 1 1V1P-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Dare County Public Water
o. When was the lot(s) platted and recorded?
2008
n. (i) Will water be impounded? ❑Yes ❑No ®NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
:Yes ❑No ®NA
Date
Saitk iMct'ino
Project Name
T1 Mph
Applicant Name
Applicant Signature
RECEIVED
JUL 12 2022
DCM-EC
•4 88-4•RCOAST :: www.slccoafitalmanagement.net rF>vised 12126i06

Form DCM MP-4
RECEIVED
STRUCTURES
(Construction within Public Trust Areas)
JUL 282022
DCM-.EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ['This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
['Commercial ['Public/Government ®Private/Community
❑Yes ®No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number 3 If yes:
(iii) Length 32'; 34'; 15' (ii) Number 13
(iv) Width 6'. 4'; 4' (iii) Length 8'
(v) Floating ❑Yes ®No (iv) Width 3'
(v) Floating ['Yes ®No
e. (i) Are Platforms included? ZYes ['No f. (i) Are Boatlifts included? Oyes No
If yes: If yes:
(ii) Number 2 (ii) Number
(iii) Length 33.5'; 20' (iii) Length
(iv) Width 27.5'; 20' (iv) Width
(v) Floating Oyes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
26
(ii) Number of slips existing
7
i. Check the proposed type of siting:
® Land cut and access channel
❑Open water; dredging for basin and/or channel
['Open water; no dredging required
['Other; please describe:
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 26
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
® Other, please describe:
kayak and paddle boat launch
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
k. Typical boat length: 24 ft I. (i) Will the facility be open to the general public?
Oyes ®No
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
51
t,; _ �iO3 2808 :; f-88?-4a——;OAST :: vvva.v..a.,c;s:v _� �ztiy�anacLera�ent.net

Form DCIVI IVIP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ['This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
® Toilets for patrons; Number: 2; Location: Pool House Accessory structure
El Showers
El Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
On -site wastewater system
c. Describe the disposal of solid waste, fish offal and trash.
On -site dumpsters
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge signs will be posted. Marina is limited to small vessels that typically do not have on board toilets.
Restrooms are provided in the pool house accessory building and in the dwelling units.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
No maintenance will be allowed.
h.
Give the number of channel markers and "No Wake" signs proposed. 2
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
No fuel services will be provided.
j. What will be the marina policy on overnight and live -aboard dockage?
No
k. Describe design measures that promote boat basin flushing?
Existing man made basin with lunar tide influence.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Wet slips and boat ramp.
RECEIVED
ED
JUL 2 8 2022
DCM-EC
?.,a'.•IIc)II Utz ::-•F)8II-�£�t?±,.:;:e; :: vr. v.nccoastaimanagernent.nat

0CM MP-4 (structures, Page 3 of ci)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
['Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 0 sf affected ESAV 0 sf affected ❑SB
OWL 0 sf affected ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? DYes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)
®This section not applicable
a. (i) Is the boathouse structure(s):
['Commercial ['Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) This section not applicable
a. (i) Number
(ii) Length
(Hi) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS
®This section not applicable
a. Is the structure(s):
['Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
VE
J U L 2 8 2022
DCM-EC
•.ttlsts• ;Gt'. :: + vv,nccor stafnianagement.aa,...c

rartr, L)CMM6 1AP-4 (Strur. tures< Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
25' to the N, 107' to the S 189' to the N, 254' to the S
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
+/- 24 miles
e. (i) Will navigational aids be required as a result of the project?
Dyes No DNA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-3.5
8. OTHER
®This section not applicable
a. Give complete description:
Date
Sit 1 vo / r `Arl✓i &
Project Name
lrok'0V1 Aje 110
Applicant Ncan
cant Signature
RECEIVED
J U L 2 8 2022
DCM-EC

Salvo Marina,
27446 & 27478 NC Hwy 12
CAMA Major Permit Narrative
July 11, 2022
PROJECT NARRATIVE
The Salvo Marina (see attached Relevant portion of USGS Quadrangle Rodanthe with the
Site Identified) is an existing +/- 5.06 -acre parcel located at 27446 & 27478 NC Hwy 12 in
Salvo, Dare County. The property has an existing boat basin with dilapidated bulkhead, boat
ramp and concrete slab foundations of previous structures (see aerial photograph from 2005
showing former improvements on the property), and concrete and gravel drives. The property
owners are interested in creating a marina using the existing basin and constructing two 12-unit
buildings with a swimming pool and all other associated and required infrastructure and utilities
as generally shown on the attached CAMA Plan.
The proposed project includes the following activities:
•
•
•
•
.
RECEIVED:
J U L 1 2 2022
.
DCM-EC
.
•
Removal of existing dilapidated bulkhead,
boat ramp, and piers.
New 828 LF bulkhead to replace existing
820 LF boardwalk around basin.
Reshaping of existing basin, upland excavation of +/- 671 CY
Excavation of +/- 567 cy within the existing channel and basin
Fill of 2,065 sf of basin
New basin slip configuration (26 total, 24 LF by 12 ft wide)
13 new finger piers to accommodate slip configuration
51 tie pilings for the proposed slips
New 32 LF pier w/ 400 sf platform and 1 day slip
50 sf rip rap shoreline protection on SW shoreline
Relocation of boat ramp to south side of basin, with new 22'
wide boat ramp
Two boat ramp staging piers, 34 LF and 15 LF by 4 ft wide
Addition of a 33.5 ft by 27.5 ft platform within the basin
514 LF boardwalk over uplands on the north side of the property with 200
sf overlook platform over uplands
Construct two 12-unit buildings, pool, and pool accessory building and all
associated infrastructure including parking, driveways, stormwater,
wastewater, water, electric and all other utilities.
Proposed improvements are shown on the attached CAMA Plan.
STORMWATER
The applicants will pursue a NC DEQ DEMLR stormwater permit for the proposed development.
Conceptual stormwater areas are shown on the attached CAMA Plan.
WASTEWATER
The development will be served by onsite wastewater and the wastewater system will be
permitted through the Dare County Health Department.
SOIL EROSION AND SEDIMENTATION CONTROL
The applicants will be required to obtain a NC DEQ DEMLR Soil Erosion and Sedimentation
Control Permit.

Salvo Marina,
27446 & 27478 NC Hwy 12
CAMA Major Permit Narrative
July 11, 2022
SAV
An SAV survey was conducted on June 25, 2021, by environmental scientists with Quible and
the attached plan shows the surveyed limits of SAV in the Pamlico Sound within the project
location and review area. No rooted SAV was identified within the areas of proposed
development. SAV beds of Ruppia Maritima (60%-80%) were delineated outside of the mouth
of the manmade channel and boat basin as shown.
DWR Certification
The proposed proponent herby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief. The project proponent herby requests that
the certifying authority review and take action on this CWA 401 certification request within the
applicable reasonable period of time.
RECEIVED
Jul 1 2 2022
DCM-EC

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DCM—EC
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Date: 07/08/21
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Datum: NAD27

Image © 2021 Maxar Technologies

Project Submittal Interim Form
NORTH CAROLINA
£h fr rntal Quality
Updated September 4, 2020
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: *
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
6/14/2022
Project Contact Information
Name: Troy Murphy (Quible & Associates P.C.)
Who is submitting the information?
Email Address:*
[e-mail]
Project Information
Project Name: *
Salvo Marina
Is this a public transportation project? *
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
Yes No Unknown
County (ies) *
Dare
Please upload all files that need to be submited.
Click the upload button or drag and drop riles here to attach document
P21018-CAMA PLAN-060822.pdf
CAMA Major Narrative-060822.pdf
Only pdf or kmz riles are accepted.
1.81MB
259.8KB
1 U N 1 4 2022

Describe the attachments or add comments:
The property owners are interested in creating a marina using the existing basin and constructing two 12-unit
buildings with a swimming pool and all other associated and required infrastructure and utilities. Attached is the
CAMA Major Plan set and Project Narrative for the proposed Salvo Marina.
* s By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature: *
'r°Y 4U"-'
Submittal Date: Is filled in automatically once submitted.
Dur,JLIt 14 2G22

SAW-2008-02683
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-02683 County: Dare U.S.G.S. Quad: NC-Rodanthe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Salvo Marina 27446 LLC
Mr. Bob Howsare
Address: P.O. Box 90
Kill Devil Hills, NC 27948
Telephone Number: [phone]
E-mail: bhowsare(i icrsaga.com
Size (acres) 5.06 Nearest Town Salvo
Nearest Waterway Pamlico Sound River Basin Albemarle-Chowan
USGS HUC 03010205 Coordinates Latitude: 35.5419
Longitude: -75.4739
Location description: The review area for this Jurisdictional Determination is located at 27446 NC 12 Hwy in Salvo, Dare
County, NC. Parcel # 013275000. The property contains 1.86 acres of wetlands.
RE
j U L 1 2 2022
Indicate Which of the Following Apply:
DCM-EC
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/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). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 1/3/2022. 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 appear to be waters, including wetlands on the above described project area/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 over all 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,
including wetlands on your project area/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 project area/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, including wetlandson the above described project area/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, including wetlands on your project area/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.
❑The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated . We strongly suggest

SAW-2008-02683
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
https://regulatory. ops.usace. army.mil/customer-service-survey/.
Copy furnished:
Agent: Quible & Associates, P.C.
Mr. Troy Murphy
Address: P.O. Drawer 870
Kitty Hawk, NC 27949
Telephone Number: [phone]
E-mail: tmurphyAquible.com
RECEIVED
JUL 1 2 2022
DCM-EC

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Salvo Marina 27446 LLC, Mr. Bob Howsare File Number: SAW-2008-02683 Date: 1/21/2022
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
r
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION
Additional
or the
I - The following identifies your rights and options regarding an administrative appeal
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
of the above decision.
Corps regulations at 33 CFR Part 331.
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 permit, 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 terms and conditions therein,
you may appeal the declined 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.
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. RE C E 1 \ rF r
MI_ l 1 2 2022
DCM-Ec

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 1/21/2022
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Salvo Marina 27446 LLC, Mr. Bob
Howsare, P.O. Box 90, Kill Devil Hills, NC 27948
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Salvo Marina / 27446 NC
HWY 12 / Dare, SAW-2008-02683
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area for this
Jurisdictional Determination is located at 27446 NC 12 Hwy in Salvo, Dare County, NC. Parcel # 013275000.
The property contains 1.86 acres of wetlands.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Dare City: Salvo
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.5419 Longitude: -75.4739
Universal Transverse Mercator:
Name of nearest waterbody: Pamlico Sound
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑Office (Desk) Determination. Date:
® Field Determination. Date(s):08/10/2021
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
Longitude
Estimated
Type of aquatic
Geographic authority to
(decimal
degrees)
(decimal
degrees)
amount of
aquatic
resources in
review area
resources (i.e.,
wetland vs.
non -wetland
waters)
which the aquatic
resource "may be"
subject (i.e., Section 404
or Section 10/404)
(acreage and
linear feet, if
applicable
SAW-2008-02683
35.5414
-75.4746
1.86
Wetlands
Section 404
Wetlands
RECEIVED
JUL 1 2 2022
DCM-EC

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: PJD
package submitted by Quible & Associates, P.C.
Map:
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
® Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters' study:
❑U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data:
❑ USGS 8 and 12 digit HUC maps:
U.S. Geological Survey map(s). Cite scale & quad name: Rodanthe 1:24K
®Natural Resources Conservation Service Soil Survey. Citation: Web Soil Survey 07/08/21
National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
®Previous determination(s). File no. and date of response letter:SAW-2008-02683 10Sep2008
® Other information (please specify): LiDAR
RECEIVED
JUL 1 2 2022
DCM-EC
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
Signatttfe and date of ` egulatory
staff member completing PJD
I /21 /2022
ignature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)
Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

6
L!
DARE- \ REAL ESTATE
COUN = �" �/;y TRANSFER TAX
LT
DARE COLINl'1 In%
C ECQ.
�
NO. r {!i�'��' .� ) jyiLi)
700020327
BOOK 2066 PAGE 734 (4)
IIJIijII Ii II Ill!
Recorded: 12/22/2015 04:47:56 PM
BY: Claudia Harrington
Vanzolla McMurran, Register of Deeds
Dare County, NC
Fee Amt $26 00
NORTH CAROLINA
SPECIAL WARRANTY DEED
NC Excise Tax: $900.00
Excise Tax: $ Recording Time, Book and Page
Tax Map No.
Land Transfer Tax: $ eA Parcel Identifier No. 013275000
r
Mail after recording to: Gray & Qb,xd, 3120 N. Croatan Hwy, Suite 101, Kill Devil Hills, NC 27948.
This instrument was prepared by: >; F. Meads, 106-A Ascension Drive, Kitty Hawk, NC 27949.
THIS DEED made tQi day of December, 2015 by and between
`) GRANTOR
Harbour Asset Sery
A subsidiary of The Bank of
Gateway Bank
g, Inc. a Virginia corporation,
pton Roads, successor in interest to
Trust Co. via merger
201 Vo1vct arkway
Chesapeake, VA 23320
GRANTEE
Salvo Marina 27446, ICC
1314 South Croatan Highway, 101
Kill Devil Hills, NC 2794
The designation Grantor and Grantee as used herein shall include said Er4rties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or newt` as required by context.
1,11�1_ •' ��
RECEIVED
JUL 1 2 2022
w
,„� DCM-EC
.11
nncc n...... 9e

6
�o
Exhibit A
BEG ING at a point marked by an existing concrete monument set in the western margin of the
right of line of N.C.S.R. 12 (present right of way width 100 feet), said point being the
northeast corner of lands now or formerly owned by Pharon Payne; then leaving N.C.S.R. 12 and
proceeding 74°43'37" West, along and with the northern boundary line of the aforesaid lands
now or form rly owned by Payne, a distance of 1,029.6 feet to a point marked by an existing concrete
monument whi3forms the southern terminus of the tie line referred to hereinbelow; thence
continuing Nortlt4°43'37" West, a distance of 14/1 fee, more or less, to a point in the high water line
of the eastern shor line of Pamlico Sound, a corner; thence proceeding in a generally northerly
direction, along an th the eastern shoreline of Pamlico Sound, and across the mouth of the canal
located on the prope „described herein, to a point marked by an existing concrete monument set in
the eastern shoreline o lico Sound, which concrete monument lies North 01 °08' 18" East, a
distance of 294.54 feet the concrete monument mentioned hereinabove, and which last-
mentioned concrete monthnent constitutes the northern terminus of the aforesaid tie line, a corner;
thence leaving Pamlico Sound and proceeding South 77°00'00" East, a distance of 1,108.3 feet, more
or less, to an existing concrete monument set in the western margin of the right of way line of
N.C.S.R. 12, a corner, thence St th 21 °27'53" West, along and with the western margin of the right of
way line of N.C.S.R. 12, a distant of 287.90 feet to a point marked by a concrete monument, this
being the POINT AND PLACE 0 EGINNING.
d
0
RECEIVED
JUL 1 2 2022
DCM-EC
n...... w°e

pare County - Property Records
Dare Co my - Pr perty Records
•
https: //property.spatialest.corn/nc/dare/#/property/013275020/print
Dare County- Property Records
013275020
27471- NC '. ,.y�.. _._. . m. .
PARCEL INFORMATION
Date last updated: 07/27/2022
SALVO MARINA 27446 LLC
P.C. BOX 90
KILL DEVIL HILLS. NC.27948, USA
Assessed Value
SC'
Parse ID 013275020 PIN 0647208E18536
Land Use Code 0001 Land Use IN PROCESS
District SALVO
Zoning Code S-1
Subdivision SALVO MARINA
Legal 3esc. LOT: 2R BLK: SEC
Plat Cab Slide PL: J SL: 289
Deed Date 12/22/2015
Tax Status Taxable
SECONDARY OWNERS
No date to display
ASSESSMENT DETAILS
REAL ESTATE ASSESSED VALUE
Land Value $0
Building Value 80
Other Improvements SO
Tote Assessed $0
BILLING VALUE
Land Value
Building Value
Other Improvements
Tole Value
LAND
LAND DESCRIPTION SOFT ACRES LAND VALUE
10Ct-TEMPORARY .AND CODE 133,333 3.0609 SO
Total Assessed 133,333 3.0609 $0
BUILDINGS
No data to display
OTHER IMPROVEMENTS
No data to display
Descriptior
Neighborhood 18564435
Zoning Cost SPECIAL DISTRICT
Book / Page
RECENT SALES HISTORY
The sales history Includes only quaffed sales mace since January 1, 2016. A sale Is quall0ed when, it has beer,verihed, by the appraiser, es an arms
length transaction for fair market value. Only qualified sales arc considered in the appraisal process
No data to display
VALUE CHANGES
The value change history shows only changes in appraised value- it does not show exemptions. exclusions or deferrals that could reduce a
progeny's taxable value. If any or these are in effect fora particular tax year, it will be shown on the propely tax bill for that year. II is also possible
that some previous value changes might be missing from tlas list or listed in the wrong order
REVALUATION EFFECTIVE DATE
01/01/2020
01/01/2013
01/01/2005
ASSESSED VAWE
PERMITS
Permits Issued in the past 6 years. All Inlormetror deemed reliable but not guaranteed. For more information, please visit Dare County's searchable
[rental an:e
No data to display
2066:0734
1 of 2 7/27/2022, 8:41 AM

Pare
County-Property Records
https://property.spatialest.com/nc/dare/#/property/013275000/print
Dare County - Property Records Data last updated: 07/27/2022
013275000 SALVO MARINA 27446 LLC Assessed Value
27446 NC 12 I -WY Sd..V0 NO 27972 - S666.400
P.O 00X 90
KILL DEVIL HILLS. NC,27948, USA
PARCEL INFORMATION
Perm. ID 013275000 PIN 064720808751
Land Use Code 0001 Land Use IN PROCESS
Descriptor
District SALVO Neighborhood 18564435
Zoning Code S-1 Zoning Dees SPECIAL DISTRICT
SubdiviSon SALVO MARINA
Legal Desc. LOT: 1R BLK: SEC -.
Plat Cab Slide PL: J SL: 289
Deed Date 12/22/2015 Book/ Pegg 2066! 0734
Tax Status Taxable \\
SECONDARY OWNERS
No date to display
ASSESSMENT DETAILS
REAL ESTATE ASSESSED VALUE
Land Value 3617,700
Building Value SE
Other Improvements $48,700
Tote. Assessed S666,400
BILLING VALUE
Land Value S617 700
Building Value S0
Other Improvements S48,700
Tots' Value $666,400
LAND
LAND DESCRIPTION SOFT ACRES LAND VALUE
1 R56-18Commercie' Sound Front 141,570 3.25 5616,900
2 R23.18-Marsh Acreage 67,126 1.541 SB00
Total Assessed 208,696 4.791 $617,700
BUILDINGS
No date to display
OTHER IMPROVEMENTS
BUILDING/ DESCRIPTION YEAR BUILT QTY SIZE / COUNT
1 BK1.BULKHEAD 1983 1 695
RECENT SALES HISTORY
The sales history includes only qualified sales made since January 1, 2016. A sale is qualified when it has been verified. by the appraiser. as an arm's
length transeclien tar fair market value. Only qualified sales are considered in the appraisal process
No data to display
VALUE CHANGES
The value change history shows only changes In appraised va ue: ii does not show exemptions, exclusions ordeletrels that could reduce a
propertYs taxable value. it any of these are in effect fore particular tax year, it will be shown on the property tax bill for that year. It is also possible
that some previous value changes might be missing from this list or listed in the wrong order.
REVALUATION EFTECTIVE DATE
01/D1/2020
01/01/2013
01/01/2005
ASSESSED VALUE
S666,400
S699,100
S1,864.200
PERMITS
Permits issued in the past6 yews. All informatior deemed reliable but not guaranteed For more information, please wait Dare Countys searchable
permit are
DATE
01/21/2016
PERMIT a
PURPOSE
RES DWELLING DEMO
PERMIT AMOUNT
$9,000
1 of 2 7/27/2022, 8:41 AM

North Carolina Secretary of State Search Results Imps ://www.sosnc.govlon line services/search/Business Registra.
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Salvo Marina 27446, LLC
Information
Sosld: 1473304
Status: Current -Active O
Date Formed: 10/2/2015
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Gupta, Prem
Addresses
Principal Office Reg Office Mailing
1314 S Croatan Hwy Suite 301 1314 S Croatan Hwy Suite 301 P O Box 90
Kill Devil Hills, NC 27948 Kill Devil Hills, NC 27948 Kill Devil Hills, NC 27948
Reg Mailing
PO Box 90
Kill Devil Hills, NC 27948
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
OMMG DEVELOPMENTS, LLC
PO Box 90
Kill Devil Hills NC 27948
1 of 1 7/6/2021, 10:47 AM

MAJOR PERMIT FEE MATRIX
A plicant: Salt'
Selection
DWQ
(24300 1602 435100095 2341)
Development Type
Fee
DCM %
(14300 1601 435100093 1625 6253)
I. Private, non-commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$250
100% ($250)
1
0% ($0)
II. Public or commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$400
100% ($400)
0% ($0)
Major Modification to a
CAMA Major permit
$250
100% ($250)
0% ($0)
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
1 I
III(A). Private, non-
commercial development, if
General Water Quality
Certification No. 4175 (See
attached) can be applied:
$250
100% ($250)
0% ($0)
III(B). Public or commercial
development, if General
Water Quality Certification
No. 4175 (See attached)
can be applied:
$400
100% ($400)
0% ($0)
I I
III(C). If General Water
Quality Certification No.
4175 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
$400
60% ($240)
40% ($160)
III(D). If General Water
Quality Certification No.
4175 (see attached) cannot
be applied:
$400
60% ($240)
40% ($160)
IV. For development that
involves the filling and/or
excavation of more than
one acre of wetlands and/or
open water areas:
$475
60% ($285)
40% ($190)

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 08/10/22. Salvo Marina 27446, LLC
proposes the demolition of dilapidated structures at 27446 & 27478 NC Hwy 12, Salvo,
Dare County, & construct a marina in the existing basin, with improvements to include
maintenance excavation of the access channel, canal & basin, two 12-unit multi -family
dwellings, pool & accessory building, bulkhead, boardwalks, finger piers, pier, platforms,
riprap, boat ramp, & associated infrastructure.
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, NC, 252-264-
3901 during normal business hours. Comments mailed to Braxton Davis, Director, DCM,
400 Commerce Avenue, Morehead City, NC 28557, prior to 09/20/22, 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: 08/31/22

ROY COOPER
Governor
ELIZABETH S. BISER.
Secretary
BRAXTON DAVIS
Director
August 30, 2022
MEMORANDUM:
FROM:
NORTH CAROLINA
Environmental Quality
Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Salvo Marina 27446, LLC
Project Location: 27446 & 27448 NC Hwy 12, Salvo in Dare County
Proposed Project: Demolition of dilapidated structures, construction of marina in existing
basin, maintenance excavation of the access channel, canal, & basin, two
12-unit multi -family dwellings, pool, bulkhead, boardwalks, and docking
facility.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by September20, 2022. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME
AGENCY
SIGNATURE
DATE
D_E
eaatH ceE ,w.
OeDepartmentoi o/ 6M,GanenYl OuGG
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27904_
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME: Salvo Marina 27446, LLC
2. LOCATION OF PROJECT SITE: 27446 & 27478 NC Hwy 12, Salvo, Dare County,
adjacent a natural and manmade basin and the Pamlico Sound
Latitude: 35.541679 Longitude: -75.473540
3. INVESTIGATION TYPE: CAMA & D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 09/01/21; 07/19/22
Was Applicant Present — Yes/Agent; No
5. PROCESSING PROCEDURE: Application Received Complete — 08/10/22
Office - Elizabeth City
SITE DESCRIPTION:
(A) Local Land Use Plan - Dare
Land Classification from LUP — S-1 Special
(B) AEC(s) Involved: Estuarine Waters (EW), Public Trust Area (PTA),
Coastal Shoreline (CS)
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - N/A
Planned - Yes
(F) Type of Structures: Existing - Bulkhead, boat ramp, finger piers, concrete
foundations & parking areas
Planned — Bulkhead, boardwalks, finger piers, pier,
platforms, riprap, boat ramp, two 12-unit buildings, pool & pool house accessory
(G) Estimated Annual Rate of Erosion: 1'
Source — Application, Field visit & Google Earth
7. HABITAT DESCRIPTION:
DREDGED
[AREA]
FILLED
OTHER
(A) Vegetated Wetlands
N/A
N/A
N/A
(B) EW/PTA — Open water (OW)
& Shallow bottom (SB)
15,315 sf (SB)
2,863 sf (SB)
2,021.25 sf
(shading of OW)
(C) CS
3,018 sf
285 sf
27,961 sf
(D) High ground
N/A
N/A
73,000 sf
(E) Total Area Disturbed: 124,463.25 (2.86 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SA; HQW Closed to Shellfish Harvesting

Field Investigation Report: Salvo Marina 27446, LLC
Page 2
8. PROJECT SUMMARY: Demolition of dilapidated structures and construct a marina in
the existing basin, with improvements to include maintenance excavation of the
access channel, canal, and basin, two 12-unit multi -family dwellings, pool & accessory
building, bulkhead, boardwalks, finger piers, pier, platforms, riprap, boat ramp, and
associated infrastructure.
Project Setting
The two parcels (Lots 1 r and 2r) are located at 27446 and 27478 NC Hwy 12 in Salvo, Dare
County, adjacent a manmade basin and connected to the Pamlico Sound. These two lots
equate to a total of 5.06-acres. Lot 1 r (#27446) currently has an existing boat basin with
dilapidated structures, including a bulkhead, boat ramp, and finger piers, as well as upland
concrete and gravel. There are natural uplands with native grasses starting at the east side
of the bulkhead leading up to Hwy NC 12. Along the north side of the bulkhead, where the
elevation is 4-5' above normal water level (NWL), the upland area consists of natural grass,
salt meadow cordgrass, Atlantic cedar, wax myrtles, bayberry, and catbrier, then slopes
down to a Coastal Wetland (CW) and 404 Wetland area that includes Big cordgrass
(Spartina cynosuroides), cattails, and Black needlerush (Juncus roemerianus). In that
northern section there is also a natural pond that opens to the next canal to the north.
There is a Coastal Wetland fringe along the non -hardened north side of the canal on Lot 1 r
that consists of Smooth cordgrass (Spartina alterniflora), and Black needlerush, and the
wetlands extend to the northwest end of the lot. The water depth along the shoreline is -1'
NWL. As you cross the canal, the water depths range from -1' to -4' NWL.
Transitioning to the south side of the canal, a small area of Common Three -square (Scirpus)
on an upland area southwest of the dilapidated bulkhead is not claimed as jurisdictional
Coastal or 404 wetlands. This upland area also has native grasses. The ±1' erosion onsite
is noted to be where the bulkheading has failed due to storm and deterioration. On the west
side of the canal near the existing bulkhead return there is CW and 404 wetland vegetation
that includes Smooth cordgrass, and transitions to a marsh on Lot 2r that also includes
Black needlerush. Field indicators for the CW area also included the existence of periwinkle
and crab holes. An official USACE Jurisdictional Determination (JD) verifying 1.86 acres of
404 wetlands dated 01/21/22 was completed by Billy Standridge, and a copy of that JD is
included in the application package.
The permit history found for this property was General Permit (GP) #21808A, which was
issued to OBX LLB on 04/23/99 for the repair and replacement of 500' of bulkheading, as
well as repair of the existing boardwalk. This permit referenced Salvo Market and
Campground in the project location. Further research determined that GP #21808A was a
renewal for the original GP021261A issued on 11/18/95.
The riparian property to the north is developed with a single-family dwelling, utility shed,
detached garage, a bulkhead and docking facility. The riparian property to the south is
developed with a mobile home and utility shed.

Field Investigation Report: Salvo Marina 27446, LLC
Page 3
An interagency scoping meeting was held on 07/29/21 to discuss the redevelopment of this
property. Representatives from Quible & Associates, SAGA Construction & Development,
USACE, National Marine Fisheries, US Fish & Wildlife Services, NC Wildlife Resources,
Marine Fisheries, Coastal Management, 401 Division of Water Resources, Stormwater, and
Land Quality were in attendance.
The waters of the Pamlico Sound are within the Pasquotank River Basin. These waters are
classified as Coastal by the NC Marine Fisheries Commission. The DWR water
classification for the Pamlico Sound is SA & HWQ. These areas are not designated as
Primary Nursery Areas and are closed to the harvesting of shellfish.
Development Proposal
The applicant is proposing the demolition of the existing structures (i.e. boardwalk, finger
piers [7 slips], boat ramp, bulkhead) and improvements for a marina, to include two, 12-unit
multi -family dwellings, pool & accessory building, bulkhead, boardwalks, finger piers, pier,
platforms, riprap, boat ramp, and associated infrastructure.
Maintenance excavation of the access channel (entrance on the west side of the canal) and
areas in the middle and east side of the canal/basin is proposed. An SAV survey was
conducted on 06/25/21 by representatives of Quible & Associates. No rooted SAV was
found within the areas of the proposed excavation and development. Ruppia Maritima beds
were documented outside of the mouth of the channel and boat basin, and the area is
identified on Sheets 1 and 2 that were submitted with the major application. The water
bottom in the canal is sand and muck. The dimensions for the excavation starting at the
entrance are 246'x20'x-1', which will remove ±182 cubic yards (cy). The collective
dimensions for excavating the remaining areas of the canal/basin are 462'x22'.5"x-1', which
will remove ±385 cy. The total amount of material to be excavated from below NWL is 567
cy.
An upland area in the northwest section next to the basin is proposed to be excavated to
lengthen the current basin an additional 60'. A 3,018 square foot (sf) area will be removed,
resulting in 671 cy of high -ground excavation.
A 290'x25' (7,250 sf) dredge disposal area for the spoil is proposed on the southeast side of
the basin, outside of the 30' buffer. Silt fencing will be used to contain the dredge spoils.
After the spoil is dewatered and removed, that section of the site is proposed to be
asphalted for an access to the proposed boat ramp, pool house, and boat trailer parking
area.
A new 34'x22' boat ramp is proposed on the southeast side of the basin, with a courtesy
pier on each side. The pier on the east side of the ramp is proposed at 15'x4', and the pier
on the west side of the ramp is proposed at 34'x4'. A total of 13 finger piers (dimensions of
8)(3' equating 24 sf each) with associated pilings are proposed in the canal and boat basin.
A 32'x6' pier with a 20'x20' (400 sf) T-head platform and 2 pilings is proposed off the
southwest shoreline of Lot 1 r. The construction of finger piers and installation of 51 pilings
will create a total of 26 slips. A 33'.5"x27'.5" (921.25 sf) platform is proposed in the
southeast corner of the basin for kayak and paddle board launches.

Field Investigation Report: Salvo Marina 27446, LLC
Page 4
Two channel marker/No Wake Signs are proposed at the entrance of the canal.
The existing bulkhead will be replaced with a new 828 linear foot (Ift) vinyl bulkhead,
transitioning from the north side of the basin to the east and ending at the southwest section
of the canal. Most of the replacement bulkhead will average 0' waterward of NWL, with a
maximum distance equaling 15' waterward of NWL on the southwest side of the canal.
Proposed backfill material is clean sand, and ±2,065 sf of fill will be placed below NWL.
A small area (±50 sf) of riprap revetment is proposed at the end of the southwest bulkhead
return in front of a CW fringe. The maximum distance of the toe of the rock is ±3' waterward
of the vegetation.
Upland fill is proposed to raise the existing site grade to accommodate the proposed
development and provide coastal flooding resilience. An estimated ±2.7 acres will be filled,
with dimensions averaging 270'x450'. The majority of the western section of the parcel is
zoned AE(4), and the upland section to the east of the basin is zoned 'Shaded X'. The
proposed upland development on Lots 1 r and 2r includes two 12-unit, multi -family dwellings
with associated parking and septic system, a concrete pool with concrete decking and a
pool house accessory building, a 514'x6' walkway leading to a 200 sf overlook platform on
the north side of Lot 1 r, an 820'x5' boardwalk around the basin, 2 kayak stands/racks, a
walkway leading from the dwellings to the boardwalk, asphalt driveway and boat launch
drive. The north side access driveway, southern access driveway, septic systems, parking
for the multi -family dwellings, one-10'x12' dumpster pad, and the southern section of the
boat launch drive equate to ±5,472 sf (approximate dimensions are 228'x24') and are sited
outside of the CAMA 75' AEC. A 92'x92' (±8,464 sf) stormwater basin is proposed between
the boat trailer parking area and the second multi -family dwelling to address surface runoff.
The applicant is also proposing 811 Ift of retaining wall to be constructed on Lot 2r along the
south side of the property between the upland development and the 404 wetlands.
The total impervious coverage proposed in the 75' CAMA AEC is ±20,659.2 sf (17.5%).
The total impervious coverage and/or built -upon surfaces of the entire tract(s) is ±60,975.4
sf (27.7%).
Anticipated Impacts
Estuarine Waters/Public Trust AEC = 20,199.25 sf
• The construction of the main pier, courtesy piers, finger piers, T-head platform, and
launch platform will result in ±2,021.25 sf of shading of the Open Water Habitat.
• The construction of the boat ramp will result in the filling of 748 sf of Shallow Bottom
habitat.
• A total of ±15,315 sf of Shallow Bottom habitat will be removed as a result of the
maintenance excavation of the access channel/canal and basin.
o A total of ±567 cy of material is proposed to be excavated.
• The installation of replacement bulkheading and riprap, with associated backfill, will
result the filling of ±2,115 sf of Shallow Bottom habitat.

Field Investigation Report: Salvo Marina 27446, LLC
Page 5
Coastal Shoreline (Estuarine/Public Trust Shoreline) AEC = 31,264 sf
• Excavation of an upland area will result in the removal of 3,018 sf (671 cy) of shoreline.
• Construction of the swimming pool and associated decking, accessory pool house,
portion of the boat trailer parking area (BTPA), access drive(s) to the BTPA and boat
ramp, and portion of the multi -family dwellings will result in ±20,289 of impervious
coverage in the ES AEC, outside of the 30-foot buffer.
• ±7,672 sf of shading in the 30-foot buffer will result in the construction of the walkways,
overlook platform, and boardwalk.
• ±285 Ift of the total 811 Ift of retaining wall proposed along the southern border of Lot 2r
will fill ±285 sf (285x1).
High ground (Upland development outside of the CAMA AEC) = ±73,000 sf
• The remaining development, which includes the northern and southern access
driveways, septic systems, multi -family dwellings, parking associated with the
dwellings, dumpster pads, trailer parking area, boat launch drive, and associated filling
and grading, will disturb High Ground habitat.
Temporary water turbidity will occur during the water -dependent development.
Submitted by: Yvonne Carver
Date: 08/23/22

RECEJ\/Fri
DCM MP-1
APPLICATION for
J U L 1 "l 2022
Major Development P@iiifii
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Salvo Marina 27446, Llc
Project Name (if applicable)
Salvo Marina
Applicant 1: First Name
Bob
MI
Last Name
Howsare
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
90
City
Kill Devil Hills
State
NC
ZIP
27948
Country
USA
Phone No.
- - ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
bhowsare@ icrsaga.com
2. Agent/Contractor Information
Business Name
Quible & Associates P.C.
Agent/ Contractor 1: First Name
Troy
MI
Last Name
Murphy
Agent/ Contractor 2: First Name
Brian
MI
Last Name
Rubino
Mailing Address
PO Box
870
City
Kitty Hawk
State
NC
ZIP
27949
Phone No. 1
252 - 491 - 8147 ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
8466 Caratoke Hwy BLDG 400
City
Powells Point
State
NC
ZIP
27966 -
Email
[e-mail] , [e-mail]
<Form continues on back>

Form DCM MP-1 (Page 2 of 4)
RECEIVED
J U L 1 2 2022
APPLICATION for
Major Development Permit
3. Project Location
® E
County (can be multiple)
Dare
Street Address
27446 & 27478 NC HWY 12
State Rd. #
12
Subdivision Name
Salvo Marina
City
Salvo
State
NC
Zip
27972 -
Phone No.
- - ext.
Lot No.(s) (if many, attach additional page with list)
1 r, 2r, , ,
a. In which NC river basin is the project located?
Pasquotank
b. Name of body of water nearest to proposed project
Pamlico Sound
c. Is the water body identified in (b) above,
natural or manmade?
d. Name the closest major water body to the proposed project site.
Pamlico Sound
0 Natural • Manmade • Unknown
e. Is proposed work within city limits or
planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Dare County
0 Yes ONo
4. Site Description
a. Total length of shoreline on the tract (ft.)
2,015
b. Size of entire tract (sq.ft.)
220,295.4 sf
c. Size of individual lot(s)
1 r: 86,961.5 sf , 2r: 133,333.9 sf,
(If many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
4' ■ NHW or 0 NWL
e. Vegetation on tract
Upland areas are maintained grasses, non coastal wetlands species include native grases and wax myrtles, coastal
wetlands are predominatley Spartina alterniflora, Spartina cynosuroides, Scirpus americanus, and Juncus romerianus.
f. Man-made features and uses now on tract
Dilapidated bulkhead, concrete boat ramp, boat slips and concrete foundations and parking areas from former uses.
g. Identify and describe the existing land uses adjacent to the proposed
project site.
Single family residential, rental houses.
h. How does local government zone the tract?
S-1 Special
i.
Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
t2 Yes ■ No ■ NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?
■ Yes 0 No
k. Has a professional archaeological assessment been done for the tract?
If yes, by whom?
If yes, attach a copy. • Yes e No ■ NA
I. Is the proposed project located in a National Registered Historic District
National Register listed or eligible property?
or does it involve a • Yes 0 No • NA
<Form continues on next page>

Form DCM MP-1 (Page 3 of 4)
RECEIVED
J U L 1 2 2022
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? 0Yes ■ No
(�
[��✓ EC
(ii) Are there coastal wetlands on the site? 4) 0 Yes ■ No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? 0 Yes ■ No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Wastewater will be treated and disposed on site. Permitting through the Dare County Health Department will be obtained.
o. Describe existing drinking water supply source.
Dare County Public Water
p. Describe existing storm water management or treatment systems.
None existing.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ►w Commercial ■ Public/Government
• Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Uses will be consistent with vacation rental units. Visitors will have access to Pamlico Sound using the existing man made
basin.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical convential constructon techniques will be employed. No equipment will be stored in wetlands. Dredge work will be
performed using long reach excavator or excavator on barge.
d. List all development activities you propose.
Water dependent infrastructure and development includes removing all existing dilapidated structures and construct 828 If of
bulkhead, 820 If of wooden boardwalk, construct 26 wet slips with 13 finger piers, 940 sf wooden dock/platform, reshape and
square up existing man made basin (2,065 sf of fill), maintenance dredgeof the exsiting basin and channel and excavation of
uplands around basin (+/- 1,238 cy), 50 sf rip rap bulkhead return protection and install new 22' by 35' concrete boat ramp.
Construct two 12 unit buildings and all associated and necessary infrastructure along with a pool and pool house accessory
structure. Construct a 514 If boardwalk with 200 sf platform over uplands along north property boundary. See attached
narrative for full detailed scope of work.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 4.0 ■ Sq.Ft or Acres
g. Will the proposed project encroach on any public easement, public accessway or other area • Yes 0 No • NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No discharges to waters of the state proposed. All stormwater will be managed onsite using approved and permitted
Stormwater Control Measures.
i. Will wastewater or stormwater be discharged into a wetland? •Yes @ No MINA
If yes, will this discharged water be of the same salinity as the receiving water? ■ Yes • No • NA
j. Is there any mitigation proposed? ■ Yes ►5 No ■ NA
If yes, attach a mitigation proposal.

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Salty Paws, LLC Phone No.
Address 65 Greystone, Road, Front Royal, VA 22630
Name Frank T. and Paige N. Thigpen Phone No.
Address PO Box 308, West Point VA 23181
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
General Permit (GP) No. 21808A, Issued to OBC, LLB on
04/23/1999
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certif tha the information provided in this application is truthful to the best of my knowledge.
Date 22 Print Name O1
Signature
Please indicate application attachments pertaining to your proposed project.
DCM MP-2 Excavation and Fill Information
®DCM MP-3 Upland Development
®DCM MP-4 Structures Information
❑DCM MP-5 Bridges and Culverts
RECEIVED
J U L 12 2022
DCM-EC

RECEiVED
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
JUL 282022
DCM EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
246
462
34
Width
20
22.5
22
Avg. Existing
Depth
-2.5
-2.5
-2.5
NA
NA
Final Project
Depth
-3.5
-3.5
-3.5
NA
NA
1. EXCAVATION
❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
567 cu yrds (Calculated in AutoCAD based on survyed depths)
b. Type of material to be excavated.
Sand/Muck
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 671 cu yrds
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
To maintain traditional navigation and clear shoaling that has
ocurred in the existing basin and channel
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
On -site disposal area shown on plan.
c. (i) Do you claim title to disposal area?
®Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of disposal in these areas:
b. Dimensions of disposal area.
290 LF by 25 LF
d. (i) Will a disposal area be available for future maintenance?
['Yes No DNA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes No DNA
(ii) If yes, how much water area is affected?

f ot'm OCIVI MF1.2 (Excavation ar,ri Fili, Page 2 of 3)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures)
❑ This section not applicable
a. Type of shoreline stabilization:
®Bulkhead ®Riprap ❑Breakwater/Sill DOther:
c. Average distance waterward of NHW or NWL: 0 ft, the majority of
the propsoed bulkhead is proposed landward of the exsiting.
Excavation of the exisitng basin is proposed.
e. Type of stabilization material:
Vinyl sheeting, wood, riprap
g•
Number of square feet of fill to be placed below water level.
Bulkhead backfill 2,065 sf Riprap 50 sf
Breakwater/Sill Other
i. Source of fill material.
Permitted mines and quarries.
b.
Length: 828
Width: 1
d. Maximum distance waterward of NHW or NWL: 15 ft
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Not measured. Shoreline eroding episodically in response to
large storm events now that bulkheading has failed.
h. Type of fill material.
Clean sand fill
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
❑This section not applicable
a. (i) Will fill material be brought to the site? ®Yes ❑No DNA
If yes,
(ii) Amount of material to be placed in the water 0 SF
(iii) Dimensions of fill area Approx. 274 ft by 451 ft (2.68 AC).
Dimensions are an average of the fill area due to its irregular
shape.
(iv) Purpose of fill
To raise the existing site grade to accommodate the
development and provide coastal flooding resilience.
b.
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
DCW ❑SAV ❑SB
OWL ZNone
(ii) Describe the purpose of the fill in these areas:
[5. GENERAL
a.
How will excavated or fill material be kept on site and erosion
controlled?
Silt fencing will be used to contain material.
c. (i) Will navigational aids be required as a result of the project?
Dyes No DNA
(ii) If yes, explain what type and how they will be implemented.
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Longreach excavator, small barge, rubber tire hoe etc.
d. (i) Will wetlands be crossed in transporting equipment to project
site? Dyes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date
Project Name
sa Ivd
c,.rtv�t
J U L 2 8 2022
DCM-EC

Fill, Page 3 of 3)
rd••1 M.V (4prt)
Applicant ame
ant Signature
RECEIVED
J U L 2 8 2022
DCM EC

RECEIVED
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction andlor land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
JUL 1 2 2022
DCM-EC
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Two multi unit buildings (12 units each), one pool accessory
structure, one pool with concrete pool deck, one overlook
platform and boardwalk, oneloardwalk around basin, two
kayak racks.
c. Density (give the number of residential units and the units per
acre).
4.8 units per acre (5 acres total)
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
DYes ®No DNA
(ii) If yes, list the date submitted: A SESC Permit will be
sought.
g.
Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
17.5% (20,659.2 SF)
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
27.7% (60,975.4 SF)
j. Describe proposed method of sewage disposal.
On -site wastewater system
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff will be directed to stormwater basins and
swales.
b. Number of lots or parcels.
Two lots (1 r & 2r)
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.86 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete, gravel and pavers. Pervious concrete
and similar (e.g. turfstone) may be used.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
Dyes ®No DNA
(ii) If yes, list the date submitted: A stormwater permit will be
sought.
k. Have the facilities described in Item (i) received state or local
approval?
['Yes ®No DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
['Yes ®No DNA
If yes, attach appropriate documentation.
252-808-28082 :: -i-888-412C:OAST :: vvww.nccoastalmanagement.net reviseci: i 2126/06

FCCr ill C 1 1V1P-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Dare County Public Water
o. When was the lot(s) platted and recorded?
2008
n. (i) Will water be impounded? ❑Yes ❑No ®NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
:Yes ❑No ®NA
Date
Saitk iMct'ino
Project Name
T1 Mph
Applicant Name
Applicant Signature
RECEIVED
JUL 12 2022
DCM-EC
•4 88-4•RCOAST :: www.slccoafitalmanagement.net rF>vised 12126i06

Form DCM MP-4
RECEIVED
STRUCTURES
(Construction within Public Trust Areas)
JUL 282022
DCM-.EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ['This section not applicable
a. (i) Is the docking facility/marina: b. (i) Will the facility be open to the general public?
['Commercial ['Public/Government ®Private/Community
❑Yes ®No
c. (i) Dock(s) and/or pier(s) d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number 3 If yes:
(iii) Length 32'; 34'; 15' (ii) Number 13
(iv) Width 6'. 4'; 4' (iii) Length 8'
(v) Floating ❑Yes ®No (iv) Width 3'
(v) Floating ['Yes ®No
e. (i) Are Platforms included? ZYes ['No f. (i) Are Boatlifts included? Oyes No
If yes: If yes:
(ii) Number 2 (ii) Number
(iii) Length 33.5'; 20' (iii) Length
(iv) Width 27.5'; 20' (iv) Width
(v) Floating Oyes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
26
(ii) Number of slips existing
7
i. Check the proposed type of siting:
® Land cut and access channel
❑Open water; dredging for basin and/or channel
['Open water; no dredging required
['Other; please describe:
h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 26
❑ Dry storage; number of boats:
® Boat ramp(s); number of boat ramps: 1
® Other, please describe:
kayak and paddle boat launch
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Open runabout
k. Typical boat length: 24 ft I. (i) Will the facility be open to the general public?
Oyes ®No
m. (i) Will the facility have tie pilings?
®Yes ❑No
(ii) If yes number of tie pilings?
51
t,; _ �iO3 2808 :; f-88?-4a——;OAST :: vvva.v..a.,c;s:v _� �ztiy�anacLera�ent.net

Form DCIVI IVIP-4 (Structures, Page 2 of 4)
2. DOCKING FACILITY/MARINA OPERATIONS ['This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
® Toilets for patrons; Number: 2; Location: Pool House Accessory structure
El Showers
El Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
On -site wastewater system
c. Describe the disposal of solid waste, fish offal and trash.
On -site dumpsters
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge signs will be posted. Marina is limited to small vessels that typically do not have on board toilets.
Restrooms are provided in the pool house accessory building and in the dwelling units.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
N/A
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
N/A
g. Where will residue from vessel maintenance be disposed of?
No maintenance will be allowed.
h.
Give the number of channel markers and "No Wake" signs proposed. 2
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
No fuel services will be provided.
j. What will be the marina policy on overnight and live -aboard dockage?
No
k. Describe design measures that promote boat basin flushing?
Existing man made basin with lunar tide influence.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Wet slips and boat ramp.
RECEIVED
ED
JUL 2 8 2022
DCM-EC
?.,a'.•IIc)II Utz ::-•F)8II-�£�t?±,.:;:e; :: vr. v.nccoastaimanagernent.nat

0CM MP-4 (structures, Page 3 of ci)
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
['Yes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
®CW 0 sf affected ESAV 0 sf affected ❑SB
OWL 0 sf affected ❑None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? DYes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)
®This section not applicable
a. (i) Is the boathouse structure(s):
['Commercial ['Public/Government ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. if a rock groin, use MP-2, Excavation and Fill.) This section not applicable
a. (i) Number
(ii) Length
(Hi) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS
®This section not applicable
a. Is the structure(s):
['Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
VE
J U L 2 8 2022
DCM-EC
•.ttlsts• ;Gt'. :: + vv,nccor stafnianagement.aa,...c

rartr, L)CMM6 1AP-4 (Strur. tures< Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
25' to the N, 107' to the S 189' to the N, 254' to the S
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
+/- 24 miles
e. (i) Will navigational aids be required as a result of the project?
Dyes No DNA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
-3.5
8. OTHER
®This section not applicable
a. Give complete description:
Date
Sit 1 vo / r `Arl✓i &
Project Name
lrok'0V1 Aje 110
Applicant Ncan
cant Signature
RECEIVED
J U L 2 8 2022
DCM-EC

Salvo Marina,
27446 & 27478 NC Hwy 12
CAMA Major Permit Narrative
July 11, 2022
PROJECT NARRATIVE
The Salvo Marina (see attached Relevant portion of USGS Quadrangle Rodanthe with the
Site Identified) is an existing +/- 5.06 -acre parcel located at 27446 & 27478 NC Hwy 12 in
Salvo, Dare County. The property has an existing boat basin with dilapidated bulkhead, boat
ramp and concrete slab foundations of previous structures (see aerial photograph from 2005
showing former improvements on the property), and concrete and gravel drives. The property
owners are interested in creating a marina using the existing basin and constructing two 12-unit
buildings with a swimming pool and all other associated and required infrastructure and utilities
as generally shown on the attached CAMA Plan.
The proposed project includes the following activities:
•
•
•
•
.
RECEIVED:
J U L 1 2 2022
.
DCM-EC
.
•
Removal of existing dilapidated bulkhead,
boat ramp, and piers.
New 828 LF bulkhead to replace existing
820 LF boardwalk around basin.
Reshaping of existing basin, upland excavation of +/- 671 CY
Excavation of +/- 567 cy within the existing channel and basin
Fill of 2,065 sf of basin
New basin slip configuration (26 total, 24 LF by 12 ft wide)
13 new finger piers to accommodate slip configuration
51 tie pilings for the proposed slips
New 32 LF pier w/ 400 sf platform and 1 day slip
50 sf rip rap shoreline protection on SW shoreline
Relocation of boat ramp to south side of basin, with new 22'
wide boat ramp
Two boat ramp staging piers, 34 LF and 15 LF by 4 ft wide
Addition of a 33.5 ft by 27.5 ft platform within the basin
514 LF boardwalk over uplands on the north side of the property with 200
sf overlook platform over uplands
Construct two 12-unit buildings, pool, and pool accessory building and all
associated infrastructure including parking, driveways, stormwater,
wastewater, water, electric and all other utilities.
Proposed improvements are shown on the attached CAMA Plan.
STORMWATER
The applicants will pursue a NC DEQ DEMLR stormwater permit for the proposed development.
Conceptual stormwater areas are shown on the attached CAMA Plan.
WASTEWATER
The development will be served by onsite wastewater and the wastewater system will be
permitted through the Dare County Health Department.
SOIL EROSION AND SEDIMENTATION CONTROL
The applicants will be required to obtain a NC DEQ DEMLR Soil Erosion and Sedimentation
Control Permit.

Salvo Marina,
27446 & 27478 NC Hwy 12
CAMA Major Permit Narrative
July 11, 2022
SAV
An SAV survey was conducted on June 25, 2021, by environmental scientists with Quible and
the attached plan shows the surveyed limits of SAV in the Pamlico Sound within the project
location and review area. No rooted SAV was identified within the areas of proposed
development. SAV beds of Ruppia Maritima (60%-80%) were delineated outside of the mouth
of the manmade channel and boat basin as shown.
DWR Certification
The proposed proponent herby certifies that all information contained herein is true, accurate,
and complete to the best of my knowledge and belief. The project proponent herby requests that
the certifying authority review and take action on this CWA 401 certification request within the
applicable reasonable period of time.
RECEIVED
Jul 1 2 2022
DCM-EC

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J U L 1 2 2022
DCM—EC
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Date: 07/08/21
Scale: 1 inch = 2,000 ft.
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Datum: NAD27

Image © 2021 Maxar Technologies

Project Submittal Interim Form
NORTH CAROLINA
£h fr rntal Quality
Updated September 4, 2020
Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: *
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
6/14/2022
Project Contact Information
Name: Troy Murphy (Quible & Associates P.C.)
Who is submitting the information?
Email Address:*
[e-mail]
Project Information
Project Name: *
Salvo Marina
Is this a public transportation project? *
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
Yes No Unknown
County (ies) *
Dare
Please upload all files that need to be submited.
Click the upload button or drag and drop riles here to attach document
P21018-CAMA PLAN-060822.pdf
CAMA Major Narrative-060822.pdf
Only pdf or kmz riles are accepted.
1.81MB
259.8KB
1 U N 1 4 2022

Describe the attachments or add comments:
The property owners are interested in creating a marina using the existing basin and constructing two 12-unit
buildings with a swimming pool and all other associated and required infrastructure and utilities. Attached is the
CAMA Major Plan set and Project Narrative for the proposed Salvo Marina.
* s By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
• I intend to electronically sign and submit the online form.
Signature: *
'r°Y 4U"-'
Submittal Date: Is filled in automatically once submitted.
Dur,JLIt 14 2G22

SAW-2008-02683
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2008-02683 County: Dare U.S.G.S. Quad: NC-Rodanthe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Salvo Marina 27446 LLC
Mr. Bob Howsare
Address: P.O. Box 90
Kill Devil Hills, NC 27948
Telephone Number: [phone]
E-mail: bhowsare(i icrsaga.com
Size (acres) 5.06 Nearest Town Salvo
Nearest Waterway Pamlico Sound River Basin Albemarle-Chowan
USGS HUC 03010205 Coordinates Latitude: 35.5419
Longitude: -75.4739
Location description: The review area for this Jurisdictional Determination is located at 27446 NC 12 Hwy in Salvo, Dare
County, NC. Parcel # 013275000. The property contains 1.86 acres of wetlands.
RE
j U L 1 2 2022
Indicate Which of the Following Apply:
DCM-EC
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/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). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 1/3/2022. 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 appear to be waters, including wetlands on the above described project area/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 over all 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,
including wetlands on your project area/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 project area/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, including wetlandson the above described project area/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, including wetlands on your project area/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.
❑The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated . We strongly suggest

SAW-2008-02683
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
https://regulatory. ops.usace. army.mil/customer-service-survey/.
Copy furnished:
Agent: Quible & Associates, P.C.
Mr. Troy Murphy
Address: P.O. Drawer 870
Kitty Hawk, NC 27949
Telephone Number: [phone]
E-mail: tmurphyAquible.com
RECEIVED
JUL 1 2 2022
DCM-EC

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Salvo Marina 27446 LLC, Mr. Bob Howsare File Number: SAW-2008-02683 Date: 1/21/2022
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
r
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION
Additional
or the
I - The following identifies your rights and options regarding an administrative appeal
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
of the above decision.
Corps regulations at 33 CFR Part 331.
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 permit, 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 terms and conditions therein,
you may appeal the declined 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.
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. RE C E 1 \ rF r
MI_ l 1 2 2022
DCM-Ec

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 1/21/2022
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Salvo Marina 27446 LLC, Mr. Bob
Howsare, P.O. Box 90, Kill Devil Hills, NC 27948
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Salvo Marina / 27446 NC
HWY 12 / Dare, SAW-2008-02683
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The review area for this
Jurisdictional Determination is located at 27446 NC 12 Hwy in Salvo, Dare County, NC. Parcel # 013275000.
The property contains 1.86 acres of wetlands.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Dare City: Salvo
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.5419 Longitude: -75.4739
Universal Transverse Mercator:
Name of nearest waterbody: Pamlico Sound
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑Office (Desk) Determination. Date:
® Field Determination. Date(s):08/10/2021
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
Longitude
Estimated
Type of aquatic
Geographic authority to
(decimal
degrees)
(decimal
degrees)
amount of
aquatic
resources in
review area
resources (i.e.,
wetland vs.
non -wetland
waters)
which the aquatic
resource "may be"
subject (i.e., Section 404
or Section 10/404)
(acreage and
linear feet, if
applicable
SAW-2008-02683
35.5414
-75.4746
1.86
Wetlands
Section 404
Wetlands
RECEIVED
JUL 1 2 2022
DCM-EC

SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: PJD
package submitted by Quible & Associates, P.C.
Map:
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
® Office concurs with data sheets/delineation report.
❑Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters' study:
❑U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data:
❑ USGS 8 and 12 digit HUC maps:
U.S. Geological Survey map(s). Cite scale & quad name: Rodanthe 1:24K
®Natural Resources Conservation Service Soil Survey. Citation: Web Soil Survey 07/08/21
National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
®Previous determination(s). File no. and date of response letter:SAW-2008-02683 10Sep2008
® Other information (please specify): LiDAR
RECEIVED
JUL 1 2 2022
DCM-EC
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps
and should not be relied upon for later jurisdictional determinations.
Signatttfe and date of ` egulatory
staff member completing PJD
I /21 /2022
ignature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)
Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

6
L!
DARE- \ REAL ESTATE
COUN = �" �/;y TRANSFER TAX
LT
DARE COLINl'1 In%
C ECQ.
�
NO. r {!i�'��' .� ) jyiLi)
700020327
BOOK 2066 PAGE 734 (4)
IIJIijII Ii II Ill!
Recorded: 12/22/2015 04:47:56 PM
BY: Claudia Harrington
Vanzolla McMurran, Register of Deeds
Dare County, NC
Fee Amt $26 00
NORTH CAROLINA
SPECIAL WARRANTY DEED
NC Excise Tax: $900.00
Excise Tax: $ Recording Time, Book and Page
Tax Map No.
Land Transfer Tax: $ eA Parcel Identifier No. 013275000
r
Mail after recording to: Gray & Qb,xd, 3120 N. Croatan Hwy, Suite 101, Kill Devil Hills, NC 27948.
This instrument was prepared by: >; F. Meads, 106-A Ascension Drive, Kitty Hawk, NC 27949.
THIS DEED made tQi day of December, 2015 by and between
`) GRANTOR
Harbour Asset Sery
A subsidiary of The Bank of
Gateway Bank
g, Inc. a Virginia corporation,
pton Roads, successor in interest to
Trust Co. via merger
201 Vo1vct arkway
Chesapeake, VA 23320
GRANTEE
Salvo Marina 27446, ICC
1314 South Croatan Highway, 101
Kill Devil Hills, NC 2794
The designation Grantor and Grantee as used herein shall include said Er4rties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or newt` as required by context.
1,11�1_ •' ��
RECEIVED
JUL 1 2 2022
w
,„� DCM-EC
.11
nncc n...... 9e

6
�o
Exhibit A
BEG ING at a point marked by an existing concrete monument set in the western margin of the
right of line of N.C.S.R. 12 (present right of way width 100 feet), said point being the
northeast corner of lands now or formerly owned by Pharon Payne; then leaving N.C.S.R. 12 and
proceeding 74°43'37" West, along and with the northern boundary line of the aforesaid lands
now or form rly owned by Payne, a distance of 1,029.6 feet to a point marked by an existing concrete
monument whi3forms the southern terminus of the tie line referred to hereinbelow; thence
continuing Nortlt4°43'37" West, a distance of 14/1 fee, more or less, to a point in the high water line
of the eastern shor line of Pamlico Sound, a corner; thence proceeding in a generally northerly
direction, along an th the eastern shoreline of Pamlico Sound, and across the mouth of the canal
located on the prope „described herein, to a point marked by an existing concrete monument set in
the eastern shoreline o lico Sound, which concrete monument lies North 01 °08' 18" East, a
distance of 294.54 feet the concrete monument mentioned hereinabove, and which last-
mentioned concrete monthnent constitutes the northern terminus of the aforesaid tie line, a corner;
thence leaving Pamlico Sound and proceeding South 77°00'00" East, a distance of 1,108.3 feet, more
or less, to an existing concrete monument set in the western margin of the right of way line of
N.C.S.R. 12, a corner, thence St th 21 °27'53" West, along and with the western margin of the right of
way line of N.C.S.R. 12, a distant of 287.90 feet to a point marked by a concrete monument, this
being the POINT AND PLACE 0 EGINNING.
d
0
RECEIVED
JUL 1 2 2022
DCM-EC
n...... w°e

pare County - Property Records
Dare Co my - Pr perty Records
•
https: //property.spatialest.corn/nc/dare/#/property/013275020/print
Dare County- Property Records
013275020
27471- NC '. ,.y�.. _._. . m. .
PARCEL INFORMATION
Date last updated: 07/27/2022
SALVO MARINA 27446 LLC
P.C. BOX 90
KILL DEVIL HILLS. NC.27948, USA
Assessed Value
SC'
Parse ID 013275020 PIN 0647208E18536
Land Use Code 0001 Land Use IN PROCESS
District SALVO
Zoning Code S-1
Subdivision SALVO MARINA
Legal 3esc. LOT: 2R BLK: SEC
Plat Cab Slide PL: J SL: 289
Deed Date 12/22/2015
Tax Status Taxable
SECONDARY OWNERS
No date to display
ASSESSMENT DETAILS
REAL ESTATE ASSESSED VALUE
Land Value $0
Building Value 80
Other Improvements SO
Tote Assessed $0
BILLING VALUE
Land Value
Building Value
Other Improvements
Tole Value
LAND
LAND DESCRIPTION SOFT ACRES LAND VALUE
10Ct-TEMPORARY .AND CODE 133,333 3.0609 SO
Total Assessed 133,333 3.0609 $0
BUILDINGS
No data to display
OTHER IMPROVEMENTS
No data to display
Descriptior
Neighborhood 18564435
Zoning Cost SPECIAL DISTRICT
Book / Page
RECENT SALES HISTORY
The sales history Includes only quaffed sales mace since January 1, 2016. A sale Is quall0ed when, it has beer,verihed, by the appraiser, es an arms
length transaction for fair market value. Only qualified sales arc considered in the appraisal process
No data to display
VALUE CHANGES
The value change history shows only changes in appraised value- it does not show exemptions. exclusions or deferrals that could reduce a
progeny's taxable value. If any or these are in effect fora particular tax year, it will be shown on the propely tax bill for that year. II is also possible
that some previous value changes might be missing from tlas list or listed in the wrong order
REVALUATION EFFECTIVE DATE
01/01/2020
01/01/2013
01/01/2005
ASSESSED VAWE
PERMITS
Permits Issued in the past 6 years. All Inlormetror deemed reliable but not guaranteed. For more information, please visit Dare County's searchable
[rental an:e
No data to display
2066:0734
1 of 2 7/27/2022, 8:41 AM

Pare
County-Property Records
https://property.spatialest.com/nc/dare/#/property/013275000/print
Dare County - Property Records Data last updated: 07/27/2022
013275000 SALVO MARINA 27446 LLC Assessed Value
27446 NC 12 I -WY Sd..V0 NO 27972 - S666.400
P.O 00X 90
KILL DEVIL HILLS. NC,27948, USA
PARCEL INFORMATION
Perm. ID 013275000 PIN 064720808751
Land Use Code 0001 Land Use IN PROCESS
Descriptor
District SALVO Neighborhood 18564435
Zoning Code S-1 Zoning Dees SPECIAL DISTRICT
SubdiviSon SALVO MARINA
Legal Desc. LOT: 1R BLK: SEC -.
Plat Cab Slide PL: J SL: 289
Deed Date 12/22/2015 Book/ Pegg 2066! 0734
Tax Status Taxable \\
SECONDARY OWNERS
No date to display
ASSESSMENT DETAILS
REAL ESTATE ASSESSED VALUE
Land Value 3617,700
Building Value SE
Other Improvements $48,700
Tote. Assessed S666,400
BILLING VALUE
Land Value S617 700
Building Value S0
Other Improvements S48,700
Tots' Value $666,400
LAND
LAND DESCRIPTION SOFT ACRES LAND VALUE
1 R56-18Commercie' Sound Front 141,570 3.25 5616,900
2 R23.18-Marsh Acreage 67,126 1.541 SB00
Total Assessed 208,696 4.791 $617,700
BUILDINGS
No date to display
OTHER IMPROVEMENTS
BUILDING/ DESCRIPTION YEAR BUILT QTY SIZE / COUNT
1 BK1.BULKHEAD 1983 1 695
RECENT SALES HISTORY
The sales history includes only qualified sales made since January 1, 2016. A sale is qualified when it has been verified. by the appraiser. as an arm's
length transeclien tar fair market value. Only qualified sales are considered in the appraisal process
No data to display
VALUE CHANGES
The value change history shows only changes In appraised va ue: ii does not show exemptions, exclusions ordeletrels that could reduce a
propertYs taxable value. it any of these are in effect fore particular tax year, it will be shown on the property tax bill for that year. It is also possible
that some previous value changes might be missing from this list or listed in the wrong order.
REVALUATION EFTECTIVE DATE
01/D1/2020
01/01/2013
01/01/2005
ASSESSED VALUE
S666,400
S699,100
S1,864.200
PERMITS
Permits issued in the past6 yews. All informatior deemed reliable but not guaranteed For more information, please wait Dare Countys searchable
permit are
DATE
01/21/2016
PERMIT a
PURPOSE
RES DWELLING DEMO
PERMIT AMOUNT
$9,000
1 of 2 7/27/2022, 8:41 AM

North Carolina Secretary of State Search Results Imps ://www.sosnc.govlon line services/search/Business Registra.
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Salvo Marina 27446, LLC
Information
Sosld: 1473304
Status: Current -Active O
Date Formed: 10/2/2015
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Gupta, Prem
Addresses
Principal Office Reg Office Mailing
1314 S Croatan Hwy Suite 301 1314 S Croatan Hwy Suite 301 P O Box 90
Kill Devil Hills, NC 27948 Kill Devil Hills, NC 27948 Kill Devil Hills, NC 27948
Reg Mailing
PO Box 90
Kill Devil Hills, NC 27948
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
OMMG DEVELOPMENTS, LLC
PO Box 90
Kill Devil Hills NC 27948
1 of 1 7/6/2021, 10:47 AM

MAJOR PERMIT FEE MATRIX
A plicant: Salt'
Selection
DWQ
(24300 1602 435100095 2341)
Development Type
Fee
DCM %
(14300 1601 435100093 1625 6253)
I. Private, non-commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$250
100% ($250)
1
0% ($0)
II. Public or commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
$400
100% ($400)
0% ($0)
Major Modification to a
CAMA Major permit
$250
100% ($250)
0% ($0)
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
1 I
III(A). Private, non-
commercial development, if
General Water Quality
Certification No. 4175 (See
attached) can be applied:
$250
100% ($250)
0% ($0)
III(B). Public or commercial
development, if General
Water Quality Certification
No. 4175 (See attached)
can be applied:
$400
100% ($400)
0% ($0)
I I
III(C). If General Water
Quality Certification No.
4175 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
$400
60% ($240)
40% ($160)
III(D). If General Water
Quality Certification No.
4175 (see attached) cannot
be applied:
$400
60% ($240)
40% ($160)
IV. For development that
involves the filling and/or
excavation of more than
one acre of wetlands and/or
open water areas:
$475
60% ($285)
40% ($190)

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 08/10/22. Salvo Marina 27446, LLC
proposes the demolition of dilapidated structures at 27446 & 27478 NC Hwy 12, Salvo,
Dare County, & construct a marina in the existing basin, with improvements to include
maintenance excavation of the access channel, canal & basin, two 12-unit multi -family
dwellings, pool & accessory building, bulkhead, boardwalks, finger piers, pier, platforms,
riprap, boat ramp, & associated infrastructure.
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, NC, 252-264-
3901 during normal business hours. Comments mailed to Braxton Davis, Director, DCM,
400 Commerce Avenue, Morehead City, NC 28557, prior to 09/20/22, 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: 08/31/22

NOTES:
1. OWNER/APPLICANT:
SALVO MARINA 27446 LLC
PO BOX 90
KILL DEVIL HILLS, NC 27948
2. ADDRESS: 27446 & 27478 NC HWY 12 SOUTH
SALVO, NC
3. PIN:064720808634 / 064720808536
PID: 013275000 / 013275020
4. SUBJECT REFERENCES: DB 2066, PG 734/PC J, SL 289
5. WATER DEPTHS COLLECTED BY QUIBLE & ASSOCIATES ON 06/25/2021
USING GPS RTK NETWORK. ALL DEPTHS ARE RELATIVE TO NAVD88. THIS
IS NOT A CERTIFIED SURVEY, INFORMATION SHOWN IS FOR DISCUSSION
AND PERMITTING ONLY.
6. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY AND EXISTING FEATURES
INFORMATION BASED ON PC J, SL 289 AND FIELD SURVEY DATA
COLLECTED BY QUIBLE & ASSOCIATES. ALL DATA COLLECTED ON
09/15/2021 USING GPS RTK NETWORK.
NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
—4.000
—3.000
2
—3.000
—2.000
3
—2.000
—1.000
4
—1.000
0.000
PAML ICO SOUND
(5A, HOG )
a
b
to
SAV BEDS
OBSERVED
EDGE OF SAV
(06/25/2I)
SHORELINE (NHL)
NO ROOTED
SAV OBSERVED
SHORELINE (NHL)
1
.V `. \ . y W
`` �-4-- W
y wv
y 4,* `i' \
W W \.
30' BUFFER ----
4' y y J'
.V y' ', '' COAS.2AL w `I'
v
ND
W�
a
L
I
J
�W
•
`* yW4,
4,*yW�V`'4._,� ► _V-9' V
W / \ W/
W
N4'
W
y
y
W
,
4'
y
y
W
.
V
,
4
y
—
y
v
�
HETLAND_J(/COASTAL
FRINGE '4, ------------
4,,yW ,\.% C
y 9EGTeN 404
IOETLAVDS ONE V v
*W\ * PER V'24708 02683
l
W
W
OASTAL„
4'*
\yW WW y * w 'WWy
4, VI, 9v y ' yw W W 4'
v 4,Y Wy 4,
V `V '44y '1st' yvyyV y'W 4,y4'4'
0
E
.' I w
EMERGENT
COASTAL hETLAND
FRINGE PRESENT
ALONG PIE NATURAL EDGE
ON THE NORTHERN
SIDE OF THE BASIN
II
I
1I
•
OV
W
W
W
'
V
W
V
y `'W- -Y 1/BF 4'W 'V4,4,'V`'4,y
r
ECTION 404
It,W y WETLANDS LINE
\ 4' -1' \PER SAW-2008-02683
\ y4, '1' --— ••••-
W
y
4. /`'
V /4, 4, •'
4,
4,
W
I 4.I
.V
I
J
i
1
EX
ISTIN
G
BOAT RAMP
TO BE REMOVED
.,4
' 7
O ROOTED
5AV OBSERVED
S
m.o.., T.
�
y4, y'V 4,,4,y4'J'W
4' W *
V 'Vy _ W
y
y
WW
y
�
W
,Y
y
�
,•
y
W`
y
W
�
,
y
,W4'
/(
4``'
TLf DS L4.- y.y .4/W
.V
y, V yy y y
W
4, 4,WV `1' y * y'
W
y
y
y
1
"
W
Wy 4, 'W WWyW4*W WW y VWy
W y
1 W y W
y W y
y W
W
V
.v SECTION 404
4, HETI4ANDS. LINE'
PER SAW 200O-O26B3 y
.1' •1' y'
W �, W 'V W
y
4'
W
W
y W
STIN
G
DILAP/DA7t
BULKHEAD
TO BE REMOVED
NO ROOTED
SAV OBSERVED °
EXISTING
DILAPIDATED
PIERS AND PILINGS
TO BE REMOVED °
30 BUFFER ------------"
------------------30' BUFFER
'
tt;70.7.10:SAP:mals'-• • ,ivototre
410746
• •.
•ap
EL GEND:
0- EXISTING CONCRETE
MONUMENT ECM
® - EXISTING IRON PIPE, EIP
Q• - EXISTING IRON ROD, EIR
- HOOD POST
- SET IRON ROD, SIR
D- HAGNAIL
• - CALCULATED POINT
- HATER METER
C7 - TELEPHONE PED
©- CABLETVPED
Q - TRANSFORMER
Qv - VALVE
-SEDER MANHOLE
Epp - DRAINAGE MANHOLE
- FIRE HYDRANT
- LIGHT POST
pd - HATER VALVE
- IRRIGATION VALVE
- UTILITY POLE
[ ] - EXISTING ASPHALT
7 7 - EXISTING CONCRETE
L
- EXISTING GRAVEL
•
.•�• •�••,•i��• !•x.i
�• - — • ���•� '
PAMLICO
SOUND
shwa
atillikik61:ar
a ,ii, 1 LI' linifi; i . i .- iiimm;
Mailak.in
Nauniumiiiiiimain
/IIII;Ziff
vow nisi larin:
imam
imam
1411111011111111
=��IIIIII�i
NATTIE G�
�VIN6 Cr
VICINITY MAP
N.T.S.
N/F
SALTY PAH, LLC
PIN 064720805,159
N/F
SALVO MARINA 27446, LLC
PIN 064720805849
4-
LOT IR
1.
• '
tt. ; • -74r; r;r: .7; 477, st.:7 #.
airepior.
str:1/4.4' pirttlex t tg-7 frea 71_,z0*- ;V' 2 •
40741.
we
EXISTING GRAVEL
\
4'
Know what's below.
Call before you dig.
i
LOT2R
i
o-
N/F
FRANK T $ PAIGE N THIGPEN
PIN 064720805849
i
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
I
I
-7
()
O
V
II
I
II 1
II 1
II I
'
II I
III
ATLANTIC
OCEAN
I I
I
HATTIE CREEF
LANDING CT
GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
1 inch = 50 ft.
100'
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
PROJECT NO.
P21018
DESIGNED BY
JTM
DRAWN BY
JTM
CHECKED BY
WDE
ISSUE DATE
06/10/22
SHEET 11-0.
OF 3 SHEETS

NOTES:
1. OWNER/APPLICANT: SALVO MARINA 27446 LLC
PO BOX 90
KILL DEVIL HILLS, NC 27948
2. ADDRESS: 27446 & 27478 NC HWY 12 SOUTH
SALVO, NC
3. PIN:064720808634 / 064720808536
PID: 013275000 / 013275020
4. SUBJECT REFERENCES: DB 2066, PG 734/PC J, SL 289
5. PROPOSED IMPROVEMENTS REQUIRING CAMA PERMITTING:
• REMOVAL OF EXISTING DILAPIDATED BULKHEAD,
BOAT RAMP, AND PIERS.
• NEW 828 LF BULKHEAD TO REPLACE EXISTING
• 820 LF BOARDWALK AROUND BASIN.
• RESHAPING OF EXISTING BASIN, UPLAND EXCAVATION OF +/- 671 CY
• EXCAVATION OF +/- 567 CY WITHIN BASIN AND ACCESS CHANNEL
• FILL OF 2,065 SF OF BASIN
• 26 TOTAL SLIPS (24 LF BY 12 FT WIDE)
• 13 NEW FINGER PIERS TO ACCOMMODATE SLIPS
• 51 TIE PILINGS FOR THE PROPOSED SLIPS
• NEW 32 LF PIER W/ 400 SF PLATFORM AND DAY SLIP
• 50 SF RIP RAP SHORELINE PROTECTION ON SW SHORELINE
• RELOCATION OF BOAT RAMP TO SOUTH SIDE OF BASIN, WITH
NEW 34 LF BY 22 FT WIDE BOAT RAMP
• TWO BOAT RAMP STAGING PIERS, 34 LF AND 15 LF BY 4 FT WIDE
• ADDITION OF A 940 SF PLATFORM WITHIN THE BASIN
• 514 LF BOARDWALK OVER UPLANDS ON THE NORTH SIDE OF THE
PROPERTY WITH 200 SF OVERLOOK PLATFORM OVER UPLANDS
• CONSTRUCT TWO 12-UNIT BUILDINGS, POOL, AND POOL ACCESSORY
BUILDING AND ALL ASSOCIATED INFRASTRUCTURE INCLUDING PARKING,
DRIVEWAYS, STORM WATER, WASTEWATER, WATER, ELECTRIC AND ALL OTHER
UTILITIES.
6. PROPOSED AEC COVERAGE:
TOTAL AEC AREA:
TOTAL PROPOSED AEC COVERAGE:
TOTAL ALLOWED AEC COVERAGE:
118,255.02 SF
20.659.2 SF (17.5%)
35,476.5 SF (30.0%)
6. WATER DEPTHS COLLECTED BY QUIBLE & ASSOCIATES ON 06/25/2021 USING GPS
RTK NETWORK. ALL DEPTHS ARE RELATIVE TO NAVD88. THIS IS NOT A CERTIFIED
SURVEY, INFORMATION SHOWN IS FOR DISCUSSION AND PERMITTING ONLY.
7. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY AND EXISTING FEATURES
INFORMATION BASED ON PC J, SL 289 AND FIELD SURVEY DATA COLLECTED BY
QUIBLE & ASSOCIATES. ALL DATA COLLECTED ON 09/15/2021 USING GPS RTK
NETWORK.
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
-4.000
-3.000
2
-3.000
-2.000
3
-2.000
-1.000
4
-1.000
0.000
PAML ICO SOUND
(5A, How)
0
SAV BEDS
OBSERVED
I
EDGE OF SAV
(06/25/2I)
SHORELINE (NWL)
-
--- ---
--- 30' DUFFER / ----
�v-''„___\ PROPOSED
y y - 200 SF
\y .4' 4, 4, OVERLOOK
y '1' ' ' PLATFORM,
PROPOSED
CHANNEL
MARKER/
NO WAKE SIGN
NO ROOTED
SAV OBSERVED
\
PROPOSED
CHANNEL
MARKER/
NO WAKE SIGN•lre
j
y y / W\ y/
y y
SHORELINE (NWL)
y 4'
\
y y
y J
ETLAND� LINE
y y V y
y 1
y
�PRQEQSEDy y_
AREA OF ---
(182 CY)
PROPOSED'
RECOMBINATION
PROPERTY LINE
y
y 4'
y
y y y y PROPOSED*
1�
PROPOSED
'v y y y y y y y SHORELINE PROTECTION SF RIP RAP POOL SECURITY
y y y y y y y y 4' y y y/^�__y-may-W \`, y- \ FENCE W/ GATE
d/ y �Y �' y y y y y ^'Y - W W_- y'//y y y
_ y y SECTI(iN L404
y 4' y '✓' -`l' --� / 4' y y y
4, y y\\� 4, y y y ' y y y y 4' y y y y y 4' y y 9, y y y y PER By4 I-200 26
1 y y 'V
y `, 1 y y y
4' ��� �' 4, y y 4V
�� y y
4V 4 y y y
'V
PROPOSED
32 LF PIER
W/ 400 SF
PLATFORM COASTAL
W/ DAY WETLAND
K SLIP- FRINGE
y 4'
EMERGENT
COASTAL WETLAND
FRINGE PRESENT
ALONG THE NATURAL EDGE
ON THE NORTHERN
SIDE OF THE BASIN
V y y y y 4,'V
4, .1, �' 4,4,4, 4'
4,�V 4,,,,----- i----- )(!'BUFFER
V
L y
y
I
1y - ` SECTION 404
�
WETLANDS LINE
4, PER 5AW-2006-02663
y J
4, 4,
f
` r 7
//%/%/%//%/%/%/%/%//%//%//%//%//%//%//%//%//%//%//%//%%//%//%/////.
PROPOSED FILL
+/- 2,065 SF
PROPOSED 30' BUFFER
y 'V y 4,y '•' y 4,y .,.
y 4, 4, 4, y 4.,y 4,4,4,4,4,4,4,'V y 4, 4,
4, y y y 4, 4,
y 4,4,'='
4, 4, '1' y y y 4.,y 4, 4, 4,y`Y y 4,4, `V y 4, 4, 4,
'=' 4,4, y y `V
y '1' ,, y y 4, y y
'Y y
y
1
1
PROPOSED
514 LF
BOARDWALK
OVER UPLANDS
PROPOSED
820 LF
BOARDWALK
AROUND BASIN
PROPOSED
POOL HOUSE
ACCESSORY
AeEy�
/ ,ROPBSED+'75' 'AEC 4'
4, -I �y T
y
4, y4'
y ' COASTAL '
y
y y '=' y y NETLAIy/D5 LINE
'V 4,4,4'J' y y y 4,
4,4, y 4,4, y y y 4, 4, '' PROPOS`ED 811,,LF
4/ G WALL
'v 4' 4,4, 4' RETAIN
TSECTION 404 v r "
.1, `WETLANOSLKEyy 4, 4'
W
4,4, 4'4, 4'y 4, 4'
4,
PROPOSED
AREA OF
EXCAVATION
4,215 SF
(197 CY)
PROPOSED
-
- PROPOSED TOTAL
AREA OF UPLAND
EXCAVATION
3,018 SF (671 CY)
AREA OF
EXCAVATION
2,773 SF
(103 CY)
NO ROOTED
SAV OBSERVED
PROPOSED
NEW BULKHEAD
ALIGNMENT 828 LF
0
y y /Q y
/ y 'V
y '1' / 4'/
'
J
PROPOSED_
KAYAK RACKS
PROPOSED
AREA OF BASIN
EXCAVATION
2,293 SF
(85 CY)
I
REMOVE/DEMO
EXISTING RAMP,
BULKHEAD,
AND PIERS
rA%//%//%//%%%//%%%//%//%//%//%//%//%//%//.%//%//%//%i
%%%/%//%%/%////%/ %%///%///%///%///%'
PROPOSED
34 LF BY 22 FT WIDE
EW BOAT R'MP
PROPOSED
NEW BULKHEAD
30'BUFFER___ALIGNMENT
NO ROOTED 22
SAV OBSERVED
PROPOSED
33.5 FT
BY 27.5 FT
PLATFORM 20
KAYAK/PADDLE
BOARD LAUNCH
��, 4�/ 14 15 :16 17 18 ` 19
Amm
////w//////////////iv/////////////.IXI
y
y y 'V
4'W
y y
PROPOSED 7,250 SF
4' DREDGE DISPOSAL
`V J' STO9KPILE '
y y
y y y
y
y
4' 'V
4,
y y
y
y
Y 4'
y W
4,
4,
4,
y y
y 1
y y y
'V y
4, '4"4, SECTION 424
y WETLANDS LINE'
y PER 5A11;2006-02663 4'
'L 4'
y 'L'
4, 4, 4' y y y
y y Y
'Y
4' 4'
4, 4'Y
y 'V
'V y
y y 'L'
'V '1' y N
'V -4,W
PROPOSED
10'X12'
DUMPSTER
PAD
OPOSED
FINGER
30'BUFFER
/PROPOS' I, 30' BUFFER -
I
I(
'H-
1
I
rJ /
\
PROPOSE
WOOD WALK
PROPOSED
STORM WATER
BASIN
Know what's below.
Call before you dig.
LEGEND:
0 - EXISTING CONCRETE
MONUMENT, ECM
EXISTING IRON PIPE, EIP
EXISTING IRON ROD, EIR
WOOD POST
SET IRON ROD, SIR
MAG NAIL
CALCULATED POINT
WATER METER
TELEPHONE PED
CABLE TV PED
TRANSFORMER
VALVE
SEWER MANHOLE
DRAINAGE MANHOLE
FIRE HYDRANT
LIGHT POST
WATER VALVE
IRRIGATION VALVE
UTILITY POLE
PROPOSED CONCRETE
PROPOSED GRAVEL
PROPOSED ASPHALT
PROPOSED TURFSTONE
PROPOSED DREDGING
PROPOSED FILL
EXISTING ASPHALT
EXISTING CONCRETE
/
i
/
PROPOSED
10'X12'
DUMPSTER
PAD
PROPOSED _
FUTURE
12 UNIT 7;
MULTI -FAMILY -
DWELLING
PROPOSED _
FUTURE
12 UNIT
MULTI -FAMILY •
DWELLING
i
PAMLICO
SOUND
NAME CRM.
LAt?J, CT
VICINITY MAP
N/F
SALTY PAW, LLC
PIN 064720605,159
N/F
SALVO MARINA 27446, LLC
PIN 064720605649
N/F
FRANK T $ PAIGE N THIGPEN
PIN 064720605849
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
-7
I
ATLANTIC
OCEAN
I
HATTIE (REEF
LAND/N6 CT
GRAPHIC SCALE
50' 0 25' 50'
( IN FEET )
1 inch = 50 ft.
100'
0
N U
x z
p)
Y Z
O N o
a o N c'
ao_n
U V J C
Wcc
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ro m a a
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
PROJECT NO.
P21018
DESIGNED BY
JTM
DRAWN BY
JTM
CHECKED BY
WDE
ISSUE DATE
06/10/22
SHEET H.
OF 3 SHEETS

NOTE: THIS DOCUMENT IS PRELIMINARY — NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES — THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
PROPOSED
NEW FINGER PIER
EXISTING
DILAPIDATED
WALL WITH TIEBACKS
TO BE REMOVED
MA7tR/AL
TO BE DREDGE
TO REACH DEPTH OF
-3.5'
11 III III III III
PROPOSED
CONCRETE -
APRON
11 i 11 1 I I -III -III -I - -1 I' H
11 11 11 ILI1 1-1I III—III—III\\r ill LI
11—
1-1
I-1 — =II _ —
I I III 111 111'
i;\ 111
PROPOSED
PROPOSED
PLATFORM
OVER
UPLANDS
PROPOSED
NEW BOTTOM
DEPTH OF -3.5'
PROPOSED
NEW BULKHEAD
PROPOSED
6 FT WIDE
BOARDWALK
AROUND BASIN
TO RESHAPE
1-1 I 11-
BASIN
—11-1= 1II _ _ I
111-111-111-111-1111
1-111-111-111-111-1
BASIN FEATURES CROSS—SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
PROPOSED
CONCRETE
BOAT RAMP
PROPOSED BOAT RAMP CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
PLATFORM
-III-III-III-III 111 111 111
111-111-111-111-111-111-1 1I-
III III III III III 11
1=111=111=111=111=11
BOARDWALK/PLATFORM OVER UPLANDS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
PROPOSED
BOARDWALK OVER
UPLANDS
PLATFORM
SUBSTRATE
PROPOSED
KAYAK RACK
KAYAK RACK CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
PROPOSED
PIER SECTION
OVER THE SOUND
MIN. 3.0' ABOVE
NWL
111
=III III III III III=
PIER SECTION (PAMLICO SOUND)
*STRUCTURAL DESIGN BY OTHERS
NTS
SYNTHETIC FILTER FABRIC(TYP)
SILT FENCE SPOIL CONTAINMENT DETAIL
8' MAX SPACING FOR STANDARD
STRENGTH FABRIC WITH WIRE FENCE
6MAX SPACING FOR EXTRA STRENGTH
FABRIC WITHOUT WIRE FENCE
PLASTIC OR WIRE
TIES (EACH
POST)
*
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ce
ZZz
W�-O ,4-_
'o
z roma a o
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
PROJECT NO.
P21018
DESIGNED BY
JTM
DRAWN BY
JTM
CHECKED BY
WDE
ISSUE DATE
06/10/22
SHEET 11-0.
OF 3 SHEETS