20100740 Ver 3_CAMA Application_20231103

I DO DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Envr onmen ral
Quality
1. APPLICANT'S NAME: B&M Holdings
2. LOCATION OF PROJECT SITE: 2570 Scotts Hill Loop Rd Wilmington, NC 28411
Longitude:-77.73469 Latitude: 34.31213
3. INVESTIGATION TYPE: CAMA + Dredge & Fill
4. INVESTIGATIVE PROCEDURE:
Date of Visit
Purpose of Visit
Applicant Present?
8/16/2023
Pre submission - CAMA major
Yes
5. PROCESSING PROCEDURE:
Application Received
[A—pplication Complete
Regional Office
10/17/2023
10/19/2023
DCM - Wilmington Regional Office
6. SITE DESCRIPTION:
(A) Local Land Use Plan: PENDER, Pender County
Land Classification from LUP: Land Classification From LUPs
(B) AEC(s) Involved: Estuarine and Ocean System, Coastal Shoreline, Estuarine
Shoreline, Public Trust Shoreline, Coastal Wetlands, Public Trust Areas, Estuarine
Waters
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment:
Existing: Septic
Planned:
(F) Type of Structures:
Existing: Excavation, Access channel(canal), Disposal area,
Excavation(maintenance), Excavation(upland)/grading, Spoil, Basin, Marina, Marina
expansion, Travel lift, Other Fill, Fill(general), Shoreline Stabilization, Bulkhead(below
MHW/NHW vinyl), Stormwater Structures, Stormwater Structures, Drystack storage,
High ground disturbance, Retaining wall
Planned: Access channel(canal), Disposal area, Excavation(maintenance),
Excavation(upland)/grading, Spoil, Basin, Marina, Marina expansion, Travel lift,
Bulkhead(below MHW/NHW vinyl), Fill(shoreline stabil. below H2O level), Drystack
storage, High ground disturbance, Retaining wall
(G) Estimated Annual Rate of Erosion:
Erosion Information Source: Annual Erosion Source
7. HABITAT DESCRIPTION:
DREDGED (ft2)
FILLED (ft2)
OTHER (ft2)
A Open Water
105150
108
(B) CW's above NHW
C CW's below NHW
210
(D) Shallow Bottom
105150
210
Field Investigation Report: B&M Holdings
DCM Major Permit
Page 11

(E) High Ground
5200
216782
F Non -Coastal WL
1 105150
(E) Total Area Disturbed: 340299 ft2
(F) Primary Nursery Area: No
(G) Water Classification: HQW: High Quality Waters; ORW: Outstanding Resource
Waters
Open to Shellfishing: No
Field Investigation Report: B&M Holdings
DCM Major Permit
Page 12

8. PROJECT SUMMARY:
According to the project narrative, the applicant is requesting authorization to excavate a
portion of high ground, perform maintenance dredging within the marina basin and access
channel, replace approximately 744 linear feet of bulkhead within the marina basin (as well as
the area along the eastern side of the restaurant), replace the entire docking facility (in its
entirety), add a new proposed floating dock adjacent to the concrete boat ramp, expand a
section of dockage within the marina basin, install a single boatlift, convert vegetated area to a
fork lift drop zone, install a dry stack storage rack and create a new upland retaining wall.
Please refer to sheets 1-10 of 10 for details of the proposed work.
9. NARRATIVE DESCRIPTION:
The project site is located at 2570 Scotts Hill Loop Road adjacent to a man-made basin along
the Atlantic Intracoastal Waterway (AIWW) and Middle Sound, in Pender County. Scotts Hill
Marina is approximately 5.7 acres with approximately 1,400 linear feet of shoreline frontage.
The highground ranges from 1 to 10 feet above mean sea level and the shoreline is stabilized
by a vinyl bulkhead, with exception of a section around the "Sailfish" restaurant that is
currently stabilized by a deteriorating wooden bulkhead. Existing manmade features on the
project site include a concrete and gravel drive, parking area, marina clubhouse, restaurant,
multiple dry stack storage racks, bulkhead, boat ramp, building (shop), floating and fixed
dockage. For a complete description of the site, as well as CAMA permit history, please refer
to the field investigation report dated September 2, 2010 (see attached).
Scotts Hill Marina does not currently have an active CAMA Major Permit. Initially, CAMA
Major Permit #137-10, was issued on November 22, 2010, authorizing excavation within the
marina basin and access channel, and was subsequently modified to include alterations of the
docking facility along the outer spine, construction of a storage building and dry stack facility.
The permit expired on December 31, 2016. Since that time, two CAMA Minor permits
(No.PN21-02 and PN21-03) have been issued for construction of a retaining wall along the
southern side of the property. The reason there are two permits for this activity is due to the
retaining wall being located along two separate properties. The work authorized under those
permits has been completed. The waters surrounding the marina are currently closed and
according to the Shellfish Sanitation Section, the marina currently provides dockage for up to
75 vessels.
The Pender County Land Use Plan classifies adjacent waters as Conservation, and the adjacent
high ground portion of the project area as Urban Growth Area. The waters of the AIWW and
Middle Sound are classified SA-ORW by the Division of Water Quality. They are NOT
designated as a Primary Nursery Area by the N.C. Division of Marine Fisheries. The
immediate area within and adjacent to the marina is CLOSED to the harvesting of shellfish;
however, the waters of Middle Sound are OPEN.
10. PROJECT DESCRIPTION:
According to the project narrative, the applicant is requesting authorization to excavate a
portion of high ground, perform maintenance dredging within the marina basin and access
channel, replace approximately 744 linear feet of bulkhead within the marina basin (as well as
Field Investigation Report: B&M Holdings
DCM Major Permit
Page 13

the area along the eastern side of the restaurant), replace the entire docking facility (in its
entirety), add a new proposed floating dock adjacent to the concrete boat ramp, expand a
section of dockage within the marina basin, install a single boatlift, convert vegetated area to a
fork lift drop zone, install a dry stack storage rack and create a new upland retaining wall.
Please refer to sheets 1-10 of 10 for details of the proposed work.
Beginning with the bulkhead replacement, the applicant is requesting authorization to install
approximately 744 linear feet of new wall (vinyl or concrete) along the normal high water line.
The northern most bulkhead would be located immediately waterward of the existing wall and
would run from the edge of the existing boat ramp to the northeastern corner of the property on
the eastern side of the restaurant. Immediately landward of the proposed wall, the applicant is
proposing to convert approximately 2,700 sq. ft. of existing gravel to a vegetative buffer. This
vegetative buffer would run the entire length of the wall section within the marina basin.
Behind the proposed vegetated buffer (landward), the applicant is proposing to convert
approximately 30,000 sq. ft. of existing gravel to concrete or asphalt, with most of this
driveway/parking area located within the 30' Coastal Shoreline Buffer.
While there are no wetlands present within the marina basin proper, there are Coastal Wetlands
(consisting primarily of Smooth Marsh Cordgrass — Spartina Altemiflora) along the eastern
edge of the existing restaurant. At this location, a new 105' bulkhead would be installed
immediately waterward of the existing deteriorated wooden wall, resulting in the filling of
approximately 210 sq. ft. of Coastal Wetland. Refer to sheets 2 of 10 and 3 of 10 for details on
the location and impacts of the proposed bulkhead in this location. As detailed in the
application package, this would be the only area of wetland fill associated with the project.
Along the southern side of the marina basin, the applicant is proposing to excavate a portion of
high ground measuring approximately 18' x 300'. According to the excavation section of the
application, the upland area (currently 5.0' NHW) would be dredged to a depth of -5.0'
(NLW). In this location, the existing bulkhead has been undermined as a result of erosion, and
the applicant is proposing to resolve the erosion issues by excavating further back into the high
ground, installing a new bulkhead, and leveling the upland area directly behind the new wall.
Additionally, directly landward of the southern bulkhead, the applicant is proposing to convert
another 1,500 sq. ft. area from "gravel" to a vegetated buffer. As described, the vegetative
buffer would run the entire length of the wall section within the marina basin, along the
southern side. Please refer to sheet 5 of 10 for detailed information concerning the proposed
bulkhead replacement, high ground excavation and the conversion from impervious to pervious
area.
At the head of the marina basin, the applicant is proposing to install a new 4' x 52' floating
dock in the center of the existing boat ramp to provide access while loading/unloading vessels.
Immediately south of the ramp, the applicant is looking to install a fork-lift drop which would
result in the conversion of approximately 3,100 sq. ft. of pervious area to concrete. As
identified on the drawing(s), additional high ground development in this area would result in
the replacement of approximately 10,500 sq. ft. of concrete, conversion of approximately
47,500 sq. ft. of gravel to concrete or asphalt, and the installation of a new 12.5' x 102' x 35'
dry stack storage rack. Additionally, a new retaining wall (1' x 156') would be installed along
Field Investigation Report: B&M Holdings
DCM Major Permit
Page 14

the northern side of the property, just south of the existing dry stack storage rack. As designed,
the development described above would be predominantly located within the 75' AEC, with a
small portion located within the 30' Coastal Shoreline buffer (fork-lift drop zone). Please refer
to sheet 5 of 10 for detailed information on the upland development in this location.
In water work associated with this project also includes the replacement of all floating docks
within, and outside of the marina basin. The existing northern most floating dock spine, within
the marina basin, would be replaced with a new 8' x 240' long dock. The new dock would be
located within the same footprint as the existing; however, the number of floating finger docks
connected to the structure would be increased from eight (8), 4' x 24' finger docks to nine (9),
4' x 24' finger docks. This would allow up to 19 slips in this location as compared to the 17
that currently exist.
Along the southern side of the marina basin, the applicant is proposing to install a new 8' x
316' floating dock in the area of the proposed high ground excavation. Perpendicular to the
relocated dock, the applicant proposes to install eleven, 4' x 24' finger docks. Currently, ten
floating fingers of mixed sizes are located along the main spine, so the proposal would increase
the total number of slips at this location. Based on the configuration proposed, the slip count
associated with this dock would be expanded from 21 (currently) to 23.
The outer dock (located along the AIWW) would also be reconstructed as part of this project.
A new 8' x 280' section of dock and 6' x 322' section of dock would replace the existing major
access piers that are currently in place. In addition, a new 8' x 74' section of "L-head" shaped
floating dock (terminal end) would be replaced along with nine, 6' x 27' finger piers.
According to the application package, these structures would be replaced in the same footprint
as existing.
As described, approximately 74 slips would be associated with the re -development plans.
Please refer to sheets 2, 4 and 5 of 10 for a detailed description of the proposed dock
replacement.
The final component of the project involves maintenance dredging within the marina basin and
entrance channel. The footprint of the proposed dredge request appears to remain consistent
with the dredge footprint authorized under CAMA Major Permit No. 137-10. As previously
discussed, a new 18' x 300' (5,200 sq. ft.) area of high ground would be excavated along the
southern side of the marina basin and this footprint would be converted to open water area,
once complete. In this location, the applicant proposes to dredge to a depth of -5.0', NLW. The
marina basin itself (150' x 400' x -3.0', NLW) and entrance channel (75' x 530' x -3.0', NLW)
would also be dredged to a depth of -5.0', NLW. The proposal indicates the dredge footprint
would taper off at the -5.0 to -6.0' contour of the AIWW. In total, approximately 76,000 sq. ft.
(or 7,500 cubic yards) of previously dredged/disturbed shallow bottom area would be impacted
as a result of the project. Please refer to sheets 8 and 9 of 10, as well as the TI Coastal
hydrographic maps for details on the dredging component.
Any/all dredge material removed from the site would be transported (by road) to either the
Forehand and Bradshaw Properties, LLC site, located along HWY 17 in Scotts Hill (Pender
Field Investigation Report: B&M Holdings
DCM Major Permit
Page 15

Co. PIN 3271-64-5212-0000), or to Glenn Lewis's property located along Lewis Road, in
Hampstead, NC (PIN 4214-83-8898-0000). The property owner has been given consent to
dispose of material at these two properties. The disposal footprint at both sites is approximately
60,000 sq. ft. (300 x 200).
The application package states the purpose of this project is to provide additional dry vessel
storage, excavate uplands, restructure portions of the existing docking facility, install new
bulkheads, establish a forklift drop zone, install a retaining wall for erosion control restore
water depths, convert gravel to concrete establish a vegetated buffer along the basins exterior
and install a boatlift to support the existing restaurant and marina. The apparent need is to re-
establish water depths surrounding the existing docks and entrance channel, which was
previously approved at -5.0', NLW.
According to the application package, State Stormwater Permit SW8100920 authorized up to
103,859 sq. ft. of impervious coverage for the property and the current built upon area is
calculated at 102,142 sq. ft. (site wide) with approximately 15,033 sq. ft. located within the
575' and 75' Estuarine and ORW AEC. and approximately 29,175 sq. ft. within the 30' Coastal
Shoreline buffer. The applicant is proposing to increase the amount of impervious within the
AEC, by adding approx. 2,475 sq. ft. of concrete; however, a vegetated buffer would be
installed around the marina basin, reducing the amount of impervious coverage within the 30'
Coastal Shoreline buffer from 29,175 sq. ft. to 22,379 sq. ft., or a net reduction of
approximately 6,796 sq. ft.
11. ANTICIPATED IMPACTS:
As proposed, the high ground development would disturb approximately 216,782 sq. ft. of
upland area. The proposed docking facilities would incorporate approximately 12,849 sq. ft. of
open water area. The proposed bulkhead installation would result in the filling of approximately
108 sq. ft. of open water area and approximately 210 sq. ft. of Coastal Wetland Fill. The proposed
dredging would disturb approximately 105,150 sq. ft. of previously dredged shallow bottom area.
The proposed development appears to be consistent with the 1/4 width Rule and does not appear
to extend beyond the COE setback. Additionally, the proposed development would be located
within the applicant's area of riparian access.
Stormwater calculations report a net decrease in impervious coverage within the Coastal
Shoreline buffer (approximate 6,796 sq. ft.); however, the amount of impervious within the 75'
and 575' AEC would increase approximately 2,475 sq. ft. Overall, the site wide impervious
calculations would be reduced and the total BUA would be approximately 95,700 sq. ft.
Length of Shoreline - —1,400 linear feet x 27 sq. ft. = 37,800 sq. ft. of platform/shaded area
allowed.
Dockage proposed to be replaced and/or new - 12,849 sq. ft.
Name: jason dail Date: 10-31-2023 Office: DCM - Wilmington Regional Office
Field Investigation Report: B&M Holdings
DCM Major Permit
Page 16

Field Investigation Report: B&M Holdings
DCM Major Permit
Page 17

Permit Application Report
Application ID
Application Type
Submitted
App Complete
Deadline
Decision
Expiration
PA-1162
DCM Major Permit
10-17-2023
10-19-2023
01-06-2024
Primary Applicant Information
Applicant Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
B&M Holdings
B&M Holdings
[e-mail]
910-232-2085
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
2570 Scotts Hill Loop
Road
Wilmington
NC
28411
2570 Scotts Hill Loop
Road
Wilmington
NC
28411
Registered Agent Information
Agent Type
Title
Business Name
Name
Email
Business Phone
Mobile Phone
Business/Company
Davey Resource
Group
Davey Resource
Group
[e-mail]
9104520001
9104520001
Physical Address
Mailing Address
Street 1
City
State
Zip
Street 1
City
State
Zip
3805 wrightsville ave,
ste 15
wilmington
NC
28403
3805 wrightsville ave,
ste 15
wilmington
NC
28403
Project Information
Project Name
Project Type
Disturbed Land Area (Scl Ft/Acres)
Scotts Hill Marina
Commercial
182000 Sq. Ft. / 4.19 Acres
Is proposed project located in national registered historic district or national register listed/eligible: False
List of previous state or federal permits for work on project tract: GP 80299, B&M Holdings LLC, 4-9-2021 137-10 Minor
Modification, B&M Holdings LLC, 5-29-2014 137-10 Major Modification, B&M Holdings LLC, 4-23-2013 137-10 Minor Modification,
B&M Holdings LLC, 7-25-2012 137-10 Major Permit, B&M Holdings LLC, 5-29-2014
Project Location Information
Address
County
River Basin
Subdivision
County Parcel ID
Latitude
Longitude
2570 Scotts Hill Loop Rd
Wilmington, NC 28411
Pender
White Oak
3280-26-2979-0000
34.31213
-77.73469
Project Discharges to State Waters
Discharge Type
Surface
Runoff
Sanitary
Wastewater
Industry/Commercial
I Effluent
Vessel
Wash Down
Residential
Other
Wastewater/Stormwater Discharged Into Wetland?
Discharge Same Salinity as Receiving Waters
Is There Any Mitigation Proposed
False
False
False
Detailed Description of the Existing Development Located on the Property
Existing Man -Made Features:
There are several permanent and temporary dry storage boat racks, maintenance buildings, a restaurant with decks, a concrete boat
ramp, existing retaining wall, concrete and packed gravel parking areas, bulkheads, and floating docks located on the property.
Existing Land Uses:
The property currently operates as a commercial marina and restaurant.
Existing Wastewater Treatment/Disposal:
Municipal and mobile bathrooms
Solid Waste/Fish Offal/Trash Disposal:
Municipal
Use and Daily Operations of the Project When Complete
Proposed Development Purpose:
The redevelopment intends to stabilize uplands, replace deteriorating concrete in place, convert existing gravel to concrete or
asphalt, replace deteriorating bulkheads 2' waterward from existing, allow for bulkhead replacement in place, install an additional

dry storage boat rack (46 spaces), allow for floating dock replacement in place, enhance ability to launch and retrieve vessels,
restructure 2 portions of the floating docking facility, convert gravel to grassed buffers for sheet flow filtering, and return water
depths to originally permitted depths for the ultimate purpose of greater service to current and future clientele. The applicant is
additionally requesting a 5 year maintenance clause for dredging.
Buildings/Facilities/Units/Structures:
There are several permanent and temporary dry storage boat racks, maintenance buildings, a restaurant with decks, mobile
bathroom facility, and mobile fueling truck located on the property.
Use & Daily Operations:
The property currently operates as a commercial marina, boatyard, and restaurant.
Construction Methodology & Equipment:
Typical dock, bulkhead, retaining wall, concrete / asphalt, excavation, and dredge equipment and methodologies will be used.
Bucket to dump truck or bucket to barge methodologies are proposed. Equipment will be stored onsite if needed.
Development Activities Narrative Specifics:
See attached Narrative / Purpose and Need
Application Narrative:
The project is located on the Atlantic Intracoastal Waterway at 2570 Scotts Hill
Loop Road in Wilmington, New
Hanover County. The property currently operates as Scotts Hill Marina and the
Sailfish Restaurant. The site is
partially vegetated with native trees, landscaping shrubs and grasses.
Structures, upland portions of the
property and MHW relative to MLW were surveyed by ESP Associates, Inc. in March
of 2023. The Coastal
Wetlands wetland line to the east of the restaurant was verified by DCM staff at
the bulkhead on August 16,
2023. Water depths were collected by TI Coastal Services, Inc. on January 31 and
February 2, 2023, represent
conditions present at that time, and are relative to MLLW NAVD 88. The shoreline
at MHW is 1,430'. An existing
maintained channel that varies in width from 55' to 75' provides access from the
Intracoastal Waterway to the
marina. There is an extensive permitting history associated with the subject
parcel including general permits,
major permits, major and minor modifications, and stormwater permits. The boat
basin and access channel
have been authorized to a dredge depth of -5' MLW. See attachments for details.
Waters in the basin are
classified as SC while waters in the access channel are ORW. Waters in the
project area are closed to shellfishing.
The area is not classified as PNA.
Due to degradation and to support the restaurant balcony, the applicant proposes
bulkhead replacement in
vicinity of the restaurant 2' waterward of the existing bulkhead. The bulkhead
will be constructed of either
concrete or naval style vinyl sheet pile and measure 1' wide x 105'. Also
included will be a 1' wide x 35' long
upland retaining wingwall on the northern property line. The proposed bulkhead
will impact approximately 210
square feet of coastal wetlands and create a vacant area to be filled with
approximately 35 cubic yards of sand
from a sand mine or other upland source. The upland retaining wingwall will
create a vacant upland area to be
filled with approximately 7 cubic yards of sand from a sand mine or other upland

source.
Due to degradation, the applicant proposes replacement of a portion of the
floating dock facility. Proposed
replacement includes an 8' wide x 74' long section, an 8' wide x 220' long
section with (9) 5' wide x 28' long
fingers, and a 6' wide x 322' long section with (3) 5' wide x 16' long fingers
in the existing permitted footprint.
Also due to degradation, the applicant proposes replacement of a total of 744'
of existing bulkhead with either
concrete or naval style vinyl sheet pile measuring 1' wide to be placed in the
existing permitted footprint as
depicted on the enclosed figures.
Due to erosion, the applicant proposes relocation of the bulkhead at the
southern portion of the boat basin a
maximum of 18' south (landward) from the existing position. The proposed
bulkhead will be constructed of
either concrete or naval style vinyl sheet pile and measure 1' wide x 390' long.
An approximate 5,200 square
foot of upland cut will generate approximately 1,700 cubic yards of gravel and
sand to be placed on a 300' x
200' upland portion of PIN 3271-64-5212-000 in Hampstead, Pender County, owned
by Forehand & Bradshaw
Properties LLC. In place of the upland excavation and underlying basin
expansion, a restructured floating dock
is proposed. The replacement floating dock will measure 8' wide x 316' long and
include (11) 4' wide x 24' long
floating fingers. The restructured floating dock will accommodate 22 wet slips.
The relocated bulkhead will also
create space for a proposed forklift drop. A proposed approximate 3,100 square
foot of grassed area will be
converted from grass to concrete to support the forklift drop. Also, to support
the proposed forklift drop an
additional bulkhead is proposed 2' waterward from existing measuring 1' wide x
54' long and be constructed of
either concrete or naval style sheet pile. The proposed bulkhead will create a
vacant open water area to be
filled with approximately 80 cubic yards of sand from a sand mine or other
upland source. To provide safer
access during loading / unloading vessels from trailers, 4' wide x 108' long
sectional dock is proposed in the
middle of the existing boat ramp. 56' of the proposed dock will be fixed above
the mean high-water line, while
a 52' section will be floating below the mean high-water line. A boatlift is
also proposed on the southern portion
of the boat basin measuring 12.5' x 12.5' on center. An additional upland dry
stack boat rack is proposed on the
southwest portion of the property and will measure 12.5' wide x 102' long x 35'
high and be installed outside
the 30' CAMA buffer. Conversion of approximately 78,900 square feet of currently
graveled areas to either
concrete or asphalt is proposed. An existing approved stormwater plan is
included. A 1' wide x 156' retaining
wall is proposed on the northern portion of the property to stabilize uplands.
A combined total of 191' of upland retaining wall is proposed on the property. A
combined total of 549' of new
bulkhead is proposed. A combined total of 744' of existing bulkhead replacement

in place is proposed.
On the northern portion of the basin, floating dock replacement and
restructuring is proposed. An 8' wide x
240' long existing floating dock with eight fingers will be replaced with an 8'
wide x 240' long floating dock with
(9) 4' wide x 24' long finger piers. The restructured floating dock will
accommodate 19 permanent wet slips.
There are a total of 67 slips existing, a total of 75 are proposed. 33 slips are
temporary slips for loading /
unloading, and to support vessels patronizing the restaurant.
On the northern border of the boat basin, an approximate 5' grassed buffer is
proposed. Approximately 2,700
square feet of existing gravel will be converted to a grassed buffer to capture
silt and sediment runoff from the
parking area to the basin. Additionally, an approximate 1,500 square feet of
existing gravel is proposed to be
converted to a grassed buffer on the southern portion of the basin. See
supporting documentation for a
complete breakdown of impervious / pervious calculations.
Due to restrictive water depths within the existing basin and access channel,
maintenance dredging to the
previously permitted -5' below mean low water is proposed. Upland excavation to
0' mean low water will
expand the basin by approximately 5,200 square feet and will generate
approximately 1,700 cubic yards of
material. Upland excavation will be placed on a 300' x 200' upland portion of
PIN 3271-64-5212-000 in
Hampstead, Pender County, owned by Forehand & Bradshaw Properties LLC. An upland
spoil permission letter
is included. The proposed basin maintenance dredging and new dredging footprint
to the previously permitted
-5' mean low water will be approximately 81,200 square feet and generate
approximately 7,500 cubic yards of
dredge spoil. Maintenance dredge spoil and below MHW excavated material will be
placed on a 300' x 200'
portion of PIN 4214-83-8898-000L in Hampstead, Pender County, owned by Glenn
Matthew Lewis. A dredge
spoil permission letter is included. Dredging will be conducted by either bucket
to dump truck or bucket to
barge methodologies.
The project proponent hereby certifies that all information contained herein is
true, accurate, and complete to
the best of my knowledge and belief. Additionally, 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.
PURPOSE AND NEED
The purpose of the project is to provide additional dry vessel storage, excavate
uplands, restructure portions of
the existing docking facility, install new bulkheads, repair / replace failing
bulkheads, establish a forklift drop,
install a retaining wall for erosion control, restore originally permitted water
depths, convert existing gravel to

either concrete or asphalt, allow for maintenance / replacement of existing
concrete, establish a grassed buffer
along the boat basin, and install a boatlift to support the existing restaurant
and marina. Due to shoaling,
sedimentation, and restrictive water depths surrounding the existing and
proposed docking facility and existing
access channel, dredging to the original -5' MLW depth is required.
Boat Ramp Development Activity Included: False
Shoreline Stabilization Development Activity Included: True
Has There Been Erosion in the Preceding 12 Months
Amount of Erosion (Feet Within the Past 12 Months)
True
270
Source of Erosion Amount Information
Aerial and photographic evidence
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Other
Upland retaining wall
Type of Stabilization Material
Describe "Other" Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
156
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
none
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Other
Upland retaining wall
Type of Stabilization Material
Describe "Other" Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
191
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
Sand
sand mine or other upland source
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
744
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
sand mine or other upland source
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other" Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
549
1
2
2
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
318
Sand; Earth
sand or earth from sand mine or other upland source

How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Shoreline Stabilization
Type of Stabilization
Describe "Other' Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other' Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
712
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
712
Sand; Earth
sand or earth from sand mine or other upland source
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other' Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
103
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
Sand
sand mine or other upland source
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Shoreline Stabilization
Type of Stabilization
Describe "Other" Stabilization
Bulkhead
Type of Stabilization Material
Describe "Other' Stabilization Material
Other
concrete / wood / or naval style vinyl sheetpile
Length
Width
Avg Distance Waterward of NWH/NWL
Max Distance Waterward of NHW/NWL
37
1
0
0
Sq Ft of Fill to be Placed Below Water Level
Type of Fill Material
Source of Fill Material
0
Sand
sand mine or other upland source
How Will Fill Material be Kept on Site and Erosion Controlled
silt fence or other erosion control measures
Will Wetlands be Crossed in Transporting Equipment to Project Site
Explain Steps Taken to Avoid/Minimize Environmental Impact
False
Living Shoreline Development Activity Included: False
Piers & Docking Facilities Development Activity Included: True
Docking Facilities Details
Facility Use
# of Tie Pilings
Existing Slips
New Slips
Commercial
0
67
8
Piers & Docking Facility Structures
Structure Type
Length
Width
Quantity
Boatlift
12.5
12.5
1
Floating docks
316
8
1
Floating docks
24
4
20
Floating docks
52
4
1
Fixed Piers
56
4
1
Floating docks
240
8
1
Floating docks
74
8
1
Floating docks
280
8
1
Floating docks
28
5
9
Floating docks
1 322
1 6
1 1

Floating docks 1 16 1 5 1 3
Freestanding Moorings & Buoys Associated With This Docking Facility
Structures Consistent With Water Use Plan Existing Freestanding Moorings & Buoys Slips New Freestanding Moorings & Buoys Slips
True
Buoy Details:
Moorings & Buoys Details
Mooring or Buoy Distance From Shoreline I Arc of Swing Water Depth
Excavation Development Activity Included: True
Excavation Disposal Area Details
Disposal Area Name
Available for Maintenance
Location of Disposal Area
Do You Claim Title
Forehand and
Bradshaw Properties,
LLC
Yes
Hampstead, Pender County, PIN 3271 64
5212-000
No
Is Disposal Area Within Area of Environmental Concern
Disposal Area Length
Disposal Area Width
No
300.00
200.00
Does Disposal Area Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
OtCeaNahVVerdatd/WI&ahn(IML)
SuWet1gndiKt1o1isr3&TQtM ftW
quipment to Site
Steps Taken to Avoid/Minimize Environmental Impact
Shell Bottom (SB)False
Other Non -Coastal Wetlands WL
How Will Excavated or Fill Material at the Disposal Area be Kept on Site and Erosion Controlled
Excavation Disposal Area Details
Disposal Area Name
Available for Maintenance
Location of Disposal Area
Do You Claim Title
Forehand and
Bradshaw Properties,
LLC
Yes
Hampstead, Pender County, PIN 3271 64
5212 000
No
Is Disposal Area Within Area of Environmental Concern
Disposal Area Length
Disposal Area Width
No
300.00
200.00
Does Disposal Area Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
How Will Excavated or Fill Material at the Disposal Area be Kept on Site and Erosion Controlled
Silt fence, earthen berm, or other erosion control measures
Excavation Disposal Area Details
Disposal Area Name
Available for Maintenance
Location of Disposal Area
Do You Claim Title
Glenn Lewis
Yes
Hampstead, Pender County, PIN 4214-83
8898-000L
No
Is Disposal Area Within Area of Environmental Concern
Disposal Area Length
Disposal Area Width
No
300.00
200.00
Does Disposal Area Include Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
How Will Excavated or Fill Material at the Disposal Area be Kept on Site and Erosion Controlled

Silt fence, earthen berm, or other erosion control measures
Bridges & Culverts Development Activity Included: False
Oceanfront Erosion Control Development Activity Included: False
Temporary Structures Development Activity Included: False
Utility Crossings Development Activity Included: False
Freestanding Moorings, Buoys & Bird Nesting Poles Development Activity Included: False
Log Removal/Marine Debris Development Activity Included: Yes/No
Navigational Aids Development Activity Included: False
Other Fill Below Water Level Development Activity Included: True
Other Fill Below Water Level For Utility Crossing
Will Fill Material be Placed in Any Of The Following Areas
Area
Sq. Ft. Affected
Purpose of Fill in This Area
Coastal Wetland/Marsh (CW)
Submerged Aquatic Vegetation (SAV)
Shell Bottom (SB)
Other Non -Coastal Wetlands (WL)
Open Water (OW)
216
bulkhead backfill at existing ramp
How Will Fill Material be Kept
on Site and Erosion Controlled
Wetlands Crossed Transporting
Equipment to Project Site
Steps Taken to Avoid/Minimize Environmental Impact
silt fence or other erosion
control measures
False
Other Fill Dimensions
Length
Width
Type of Fill
"Other" Fill Type Describe
Purpose of Fill
108
2
Other
sand
bulkhead backfill at existing boat ramp

Stormwater Structures Development Activity Included: False
"Upland Development" Development Activity Included: True
Upland Development Details
# of Lots/Parcels
Created
Lots Platted &
Recorded Date
#Residential Units
Units per Acre
Area Size to be
Disturbed (sq ft)
Tract Has State or
Local Approval
0
9/24/1955
0
0
95100
True
Date Site Development
Plan Submitted
Date Sedimentation & Erosion
Control Plan Submitted
Impervious Coverage
(% Within AEC)
Impervious Coverage
(% of Entire Tract)
Project Includes Innovative
Stormwate Design
4/30/2015
4/30/2015
12.00
39.00
False
Energy Facilities Development Activity Included: False
Aquaculture Development Activity Included: False
Submerged Lands Mining Development Activity Included: False
General Development Activity Details Required
General Development Activity Questions
These questions are applicable if 1 of the following development activities are included in the project
(Boat Ramps, Freestanding Moorings, Buoys & Bird Nesting Poles, Piers & Docking Facilities, Temporary Structures, Living Shorelines,
Shoreline Stabilization Submerged Lands Mining)
Boat Type(s)
Typical Boat Length
Other Boat Type (Describe)
Open runabout; Personal water craft
20
Adj Riparian Property Line #1 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #2 (Proximity of
Structure Nearest to Property Line)
Adj Riparian Property Line #3 (Proximity of
Structure Nearest to Property Line)
52
72
Width of Water Body
Water Depth @ Waterward End of
Structure (NLW or NWL)
Water Depth @ Most Landward
Boat Slip (NLW or NWL)
Water Depth @ Most Waterward
Boat Slip (NLW or NWL)
630
2
1
3
Navigational
Aids Required
Number of
Buoys
Number of Day
Markers
Min Distance of Each Aid Placed
Beyond Shoreline
Max Distance of Each Aid Placed
Beyond Shoreline
False

Marina Development Activity Details Required
Marina Details
These questions are applicable if there are a combined number of slips of 10 or more across all development activities
Repair or Maintenance
Services
Travel Lift
and/or Rail
Fuel & Marine
Supplies
Dry Storage (# of Boats)
Lease of Slips
Other Services
True
False
True
300
True
True
Detailed Plan - Location of Repair/Maintenance Services & Efforts to Contain Debris/Runoff From Entering Adjacent Wetlands/Water Bodies
Existing shed with basic maintenance and repair capabilities
Provide a Detailed Plan of the Location of Fuel Handling Facilities & Describe Safety Measures Planned to Protect Water Quality
Fuel is contained in a mobile fueling truck with chocked wheels
Other Services (Detailed Description)
Restaurant and patio
Industrial Pollutants Being Used (Paint, Sandblasting Waste,
Petroleum Products, Vessel Maintenance Operations)
Industrial Pollutants Management Plan
False
# of Toilets
# of Showers
Location of Toilets
8
0
4 in restaurant, 4 in mobile facilities
Boat Holding
Tank Pumpouts
Existing
Pumpouts
Proposed
Pumpouts
Pumpouts —Location of Each
Pumpouts —Type of Each
False
0
How Will Overboard Discharge of
Sewage From Boats be Controlled
Number of Channel Marker
or No Wake Signs Proposed
Provide Details to the Type of Signage and Location of the Signs
no closed heads allowed
Marina Safety Policy on
Overnight & Live Aboard Storage
Marina Located Within or Close
Proximity to Shellfish Lease
Shellfish Lease
Proximity to Marina
Shellfish Leasholder(s) Name & Address
False

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 30, 2015
Mr. Thomas Melin, Manager
B & M Holdings, LLC
137 Trombay Drive
Wilmington, NC 28412
Subject: State Stormwater Permit Exclusion — Redevelopment Phase II
Scotts Hill Marina
Project Number SW8 100920
Pender County
Dear Mr. Melin:
Donald van der Vaart
Secretary
This project was previously issued an exemption for maintenance dredging on October 18, 2010.
Then, on February 8, 2013, this Office received a request to exclude Phase I of the redevelopment
project (for open air, dry storage racks) from the State Stormwater Management Permit requirements.
Staff determined that the project's proposed activities were excluded from State Stormwater permitting
requirements as set forth in Section 2.(d)(3) of Session Law 2008-211, effective October 1, 2008, and
the stormwater rules under Title 15A NCAC 2H.1000, as amended. One of the factors in this
determination was based on there being no net increase in existing built -upon area (BUA), which was
calculated to be 78,419 square feet. A State Stormwater Permit Exclusion was issued for Phase 1 of
this redevelopment on March 7, 2013.
On February 3, 2015, this Office received a request to exclude Phase II of the proposed redevelopment
project (for additional open air, dry storage racks) from the State Stormwater Management Permit
requirements. As part of this new request, it has been proven that there was a mistake in the previous
calculation of existing BUA, which should have been 103,859 square feet instead of 78,419. Revised
plans, issued on April 21, 2015, show that the proposed BUA associated with Phase 11 of this
redevelopment is 102,142 square feet, which is less than the existing BUA. Staff has determined that
the project proposes activities that are excluded from State Stormwater permitting requirements as set
forth in Section 2.(d)(3) of Session Law 2008-211, effective October 1, 2008, and the stormwater rules
under Title 15A NCAC 2H.1000, as amended.
Therefore, the Director of the Division of Energy, Minerals and Land Resources is hereby providing
confirmation that the subject project is excluded from State Stormwater permitting requirements under
the following conditions:
1) The project must be constructed as shown on the plans submitted to this Office, sealed on 4/30/15.
2) The proposed BUA of 102,142 square feet does not exceed the existing BUA of 103,859 square feet.
3) The proposed stormwater controls, mostly sheet flow with infiltration through a French drain north of
the new proposed dry storage racks, provides equal protection of surface waters as the existing
stormwater control.
If permeable pavement is proposed to keep the post -developed BUA amount equal to the existing BUA
amount, then this exclusion is also conditioned on that amount of permeable pavement being installed
and maintained per the approved plans, supplement and O&M agreement. In addition, under Section
.1003 (b) of the stormwater rules, the entire common plan of development must be permitted.
Therefore, any future development or changes to the proposed development, including, but not limited
to, the relocation of built -upon area and the construction of additional built -upon area, may require
approval or a Stormwater Management permit application and permit issuance from the Division of
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

Mr. Thomas Melin
April 30, 2015
Energy, Minerals and Land Resources prior to any construction. Construction of the project prior to
receipt of the required approval or permit or failure to maintain compliance with the exclusion
conditions, are violations of Title 15A NCAC 2H.1000 and Session Law 2008-211, and may result in the
initiation of appropriate enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits
and approvals, which may be required by Federal, State, or local government agencies, rule or law. If
you have any questions, or need additional information concerning this matter, please contact Steve
Pusey at 910-796-7334.
Sincerely,
57nTracy Davis, P.E., Director
Division of Water Quality
GDS/sgp: G:\\\Stormwater\Permits & Projects\ 2010\ 100920 Exclusion\ 2015 04 permit 100920
cc: Amy Kimes, PE, 104 Newton Road, Hampstead, NC 28443
Jeb Bradshaw, Marsh Creek at Scotts Hill Marina
2570 Scotts Hill Loop Road, Wilmington, NC 28411
Estelle Bradshaw, 233 Inlet Drive, Wilmington, NC 28411
Pender County Building Inspections
Pender County Engineering
Jason Dail, Division of Coastal Management
Wilmington Regional Office Stormwater File
Page 2 of 2

5. DCM MP-1 Section 6.0 Additional Information
5.1 Section 6. a. Project Narrative
5.1.1 Project Location and Existing Conditions
The project is located on the Atlantic Intracoastal Waterway at 2570 Scotts Hill Loop Road in Wilmington, New
Hanover County. The property currently operates as Scotts Hill Marina and the Sailfish Restaurant. The site is
partially vegetated with native trees, landscaping shrubs and grasses. Structures, upland portions of the
property and MHW relative to MLW were surveyed by ESP Associates, Inc. in March of 2023. The Coastal
Wetlands wetland line to the east of the restaurant was verified by DCM staff at the bulkhead on August 16,
2023. Water depths were collected by TI Coastal Services, Inc. on January 31 and February 2, 2023, represent
conditions present at that time, and are relative to MLLW NAVD 88. The shoreline at MHW is 1,430'. An existing
maintained channel that varies in width from 55' to 75' provides access from the Intracoastal Waterway to the
marina. There is an extensive permitting history associated with the subject parcel including general permits,
major permits, major and minor modifications, and stormwater permits. The boat basin and access channel
have been authorized to a dredge depth of -5' MLW. See attachments for details. Waters in the basin are
classified as SC while waters in the access channel are ORW. Waters in the project area are closed to shellfishing.
The area is not classified as PNA.
5.1.2 Proposed Action
Due to degradation and to support the restaurant balcony, the applicant proposes bulkhead replacement in
vicinity of the restaurant 2' waterward of the existing bulkhead. The bulkhead will be constructed of either
concrete or naval style vinyl sheet pile and measure 1' wide x 105'. Also included will be a 1' wide x 35' long
upland retaining wingwall on the northern property line. The proposed bulkhead will impact approximately 210
square feet of coastal wetlands and create a vacant area to be filled with approximately 35 cubic yards of sand
from a sand mine or other upland source. The upland retaining wingwall will create a vacant upland area to be
filled with approximately 7 cubic yards of sand from a sand mine or other upland source.
Due to degradation, the applicant proposes replacement of a portion of the floating dock facility. Proposed
replacement includes an 8' wide x 74' long section, an 8' wide x 220' long section with (9) 5' wide x 28' long
fingers, and a 6' wide x 322' long section with (3) 5' wide x 16' long fingers in the existing permitted footprint.
Also due to degradation, the applicant proposes replacement of a total of 744' of existing bulkhead with either
concrete or naval style vinyl sheet pile measuring 1' wide to be placed in the existing permitted footprint as
depicted on the enclosed figures.
Due to erosion, the applicant proposes relocation of the bulkhead at the southern portion of the boat basin a
maximum of 18' south (landward) from the existing position. The proposed bulkhead will be constructed of
either concrete or naval style vinyl sheet pile and measure 1' wide x 390' long. An approximate 5,200 square
foot of upland cut will generate approximately 1,700 cubic yards of gravel and sand to be placed on a 300' x
200' upland portion of PIN 3271-64-5212-000 in Hampstead, Pender County, owned by Forehand & Bradshaw
Properties LLC. In place of the upland excavation and underlying basin expansion, a restructured floating dock
is proposed. The replacement floating dock will measure 8' wide x 316' long and include (11) 4' wide x 24' long
floating fingers. The restructured floating dock will accommodate 22 wet slips. The relocated bulkhead will also
create space for a proposed forklift drop. A proposed approximate 3,100 square foot of grassed area will be
converted from grass to concrete to support the forklift drop. Also, to support the proposed forklift drop an
additional bulkhead is proposed 2' waterward from existing measuring 1' wide x 54' long and be constructed of

either concrete or naval style sheet pile. The proposed bulkhead will create a vacant open water area to be
filled with approximately 80 cubic yards of sand from a sand mine or other upland source. To provide safer
access during loading / unloading vessels from trailers, 4' wide x 108' long sectional dock is proposed in the
middle of the existing boat ramp. 56' of the proposed dock will be fixed above the mean high-water line, while
a 52' section will be floating below the mean high-water line. A boatlift is also proposed on the southern portion
of the boat basin measuring 12.5' x 12.5' on center. An additional upland dry stack boat rack is proposed on the
southwest portion of the property and will measure 12.5' wide x 102' long x 35' high and be installed outside
the 30' CAMA buffer. Conversion of approximately 78,900 square feet of currently graveled areas to either
concrete or asphalt is proposed. An existing approved stormwater plan is included. A 1' wide x 156' retaining
wall is proposed on the northern portion of the property to stabilize uplands.
A combined total of 191' of upland retaining wall is proposed on the property. A combined total of 549' of new
bulkhead is proposed. A combined total of 744' of existing bulkhead replacement in place is proposed.
On the northern portion of the basin, floating dock replacement and restructuring is proposed. An 8' wide x
240' long existing floating dock with eight fingers will be replaced with an 8' wide x 240' long floating dock with
(9) 4' wide x 24' long finger piers. The restructured floating dock will accommodate 19 permanent wet slips.
There are a total of 67 slips existing, a total of 75 are proposed. 33 slips are temporary slips for loading /
unloading, and to support vessels patronizing the restaurant.
On the northern border of the boat basin, an approximate 5' grassed buffer is proposed. Approximately 2,700
square feet of existing gravel will be converted to a grassed buffer to capture silt and sediment runoff from the
parking area to the basin. Additionally, an approximate 1,500 square feet of existing gravel is proposed to be
converted to a grassed buffer on the southern portion of the basin. See supporting documentation for a
complete breakdown of impervious / pervious calculations.
Due to restrictive water depths within the existing basin and access channel, maintenance dredging to the
previously permitted -5' below mean low water is proposed. Upland excavation to 0' mean low water will
expand the basin by approximately 5,200 square feet and will generate approximately 1,700 cubic yards of
material. Upland excavation will be placed on a 300' x 200' upland portion of PIN 3271-64-5212-000 in
Hampstead, Pender County, owned by Forehand & Bradshaw Properties LLC. An upland spoil permission letter
is included. The proposed basin maintenance dredging and new dredging footprint to the previously permitted
-5' mean low water will be approximately 81,200 square feet and generate approximately 7,500 cubic yards of
dredge spoil. Maintenance dredge spoil and below MHW excavated material will be placed on a 300' x 200'
portion of PIN 4214-83-8898-000L in Hampstead, Pender County, owned by Glenn Matthew Lewis. A dredge
spoil permission letter is included. Dredging will be conducted by either bucket to dump truck or bucket to
barge methodologies.
The project proponent hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief. Additionally, 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.

PURPOSE AND NEED
The purpose of the project is to provide additional dry vessel storage, excavate uplands, restructure portions of
the existing docking facility, install new bulkheads, repair / replace failing bulkheads, establish a forklift drop,
install a retaining wall for erosion control, restore originally permitted water depths, convert existing gravel to
either concrete or asphalt, allow for maintenance / replacement of existing concrete, establish a grassed buffer
along the boat basin, and install a boatlift to support the existing restaurant and marina. Due to shoaling,
sedimentation, and restrictive water depths surrounding the existing and proposed docking facility and existing
access channel, dredging to the original -5' MLW depth is required.

AGENT AUTHORIZATION FOR LAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit: El;&M Holdings LLC
Mailing Address: 2570 Scotts Hill Loop Road
Wilmington NO 28411
Phone Number: 910-232-2085
Email Address: [e-mail]
I certify that 1 have authorized Davey Resource Group, Inc.
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: any CAMA permitting
at my property located at 2570 Scotts Hill Loop Road
in Pender County.
l furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Property Owner Information:
Signature
Print or Type Name
Title
Date
This certification is valid through 12 l31 12024

DAVEYm
Resource Group
October 17, 2023
TO: Tara MacPherson / Jason Dail
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Scotts Hill Marina
CAMA Major Permit Request
Tara and Jason,
On behalf of B&M Holdings LLC, Jeb Bradshaw is applying for a CAMA Major Permit on the
property located at 2570 Scotts Hill Loop Road, Wilmington, Pender County, North Carolina.
Enclosed is a fee check. The request for additional information has been addressed and revised
supporting documentation has been attached to the online application.
Please let me know if you have any questions or need anything in addition to accept the
application as complete.
Sincerely,
r
William A. Dortch
Davey Resource Group, Inc.
Enclosures: Fee Check
cc: B&M Holdings, Jeb Bradshaw
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

DAVEY#-.
Resource Group
August 21, 2023
STILWELLJOSEPH H JR
210 SIMMONS DRIVE
WILMINGTON NC 28411
To Whom It May Concern:
On behalf of B&M Holdings LLC, Jeb Bradshaw is applying for a CAMA Major Permit on the property
located at 2570 Scotts Hill Loop Road, Wilmington, Pender County, North Carolina. The specifics of the
proposed work involve installation of bulkheads, replacement of existing bulkheads in place, upland
excavation, replacement of concrete in place as needed, replacement of existing floating docks in place
as needed, removal of existing floating docks, installation of floating docks, installation of a floating access
dock, installation of a boatlift, conversion of existing gravel to concrete or asphalt, installation of a
concrete forklift drop, conversion of existing gravel to grassed buffers, installation of a retaining wall,
installation of a 46 slip dry stack storage rack, and maintenance and proposed dredging as depicted on
the enclosed Plan View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached
permit drawing. Should you have any objections to this proposal, please send your written comments
within 30 days of your receipt of this notice to:
Tara MacPherson
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
[e-mail]
Sincerely,
William A. Dortch, Agent
Davey Resource Group, Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

DAVEY#-.
Resource Group
August 21, 2023
STILWELLJOSEPH H JR
212 SIMMONS DRIVE
WILMINGTON NC 28411
To Whom It May Concern:
On behalf of B&M Holdings LLC, Jeb Bradshaw is applying for a CAMA Major Permit on the property
located at 2570 Scotts Hill Loop Road, Wilmington, Pender County, North Carolina. The specifics of the
proposed work involve installation of bulkheads, replacement of existing bulkheads in place, upland
excavation, replacement of concrete in place as needed, replacement of existing floating docks in place
as needed, removal of existing floating docks, installation of floating docks, installation of a floating access
dock, installation of a boatlift, conversion of existing gravel to concrete or asphalt, installation of a
concrete forklift drop, conversion of existing gravel to grassed buffers, installation of a retaining wall,
installation of a 46 slip dry stack storage rack, and maintenance and proposed dredging as depicted on
the enclosed Plan View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached
permit drawing. Should you have any objections to this proposal, please send your written comments
within 30 days of your receipt of this notice to:
Patrick Amico
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
[e-mail]
Sincerely,
William A. Dortch, Agent
Davey Resource Group, Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

DAVEY#-.
Resource Group
August 21, 2023
HARDIN TONI B
108 SIR WALTER COURT
HAMPSTEAD NC 28443
To Whom It May Concern:
On behalf of B&M Holdings LLC, Jeb Bradshaw is applying for a CAMA Major Permit on the property
located at 2570 Scotts Hill Loop Road, Wilmington, Pender County, North Carolina. The specifics of the
proposed work involve installation of bulkheads, replacement of existing bulkheads in place, upland
excavation, replacement of concrete in place as needed, replacement of existing floating docks in place
as needed, removal of existing floating docks, installation of floating docks, installation of a floating access
dock, installation of a boatlift, conversion of existing gravel to concrete or asphalt, installation of a
concrete forklift drop, conversion of existing gravel to grassed buffers, installation of a retaining wall,
installation of a 46 slip dry stack storage rack, and maintenance and proposed dredging as depicted on
the enclosed Plan View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached
permit drawing. Should you have any objections to this proposal, please send your written comments
within 30 days of your receipt of this notice to:
Patrick Amico
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
[e-mail]
Sincerely,
William A. Dortch, Agent
Davey Resource Group, Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

DAVEY#-.
Resource Group
August 21, 2023
HARDIN TONI B
2524 SCOTTS HILL LOOP ROAD
WILMINGTON NC 28411
To Whom It May Concern:
On behalf of B&M Holdings LLC, Jeb Bradshaw is applying for a CAMA Major Permit on the property
located at 2570 Scotts Hill Loop Road, Wilmington, Pender County, North Carolina. The specifics of the
proposed work involve installation of bulkheads, replacement of existing bulkheads in place, upland
excavation, replacement of concrete in place as needed, replacement of existing floating docks in place
as needed, removal of existing floating docks, installation of floating docks, installation of a floating access
dock, installation of a boatlift, conversion of existing gravel to concrete or asphalt, installation of a
concrete forklift drop, conversion of existing gravel to grassed buffers, installation of a retaining wall,
installation of a 46 slip dry stack storage rack, and maintenance and proposed dredging as depicted on
the enclosed Plan View drawings.
As the adjacent riparian property owner to the aforementioned project, I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached
permit drawing. Should you have any objections to this proposal, please send your written comments
within 30 days of your receipt of this notice to:
Patrick Amico
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845
Comments will be considered by the NC Department of Coastal Management in reaching a final decision
on the application. No comment within 30 days of your receipt of this notice will be considered as no
objection. If you have any questions on this project, please call me at 910-452-0001, or e-mail me at
William.Dortch(@davev.com
Sincerely,
William A. Dortch, Agent
Davey Resource Group, Inc.
Enclosures
www.davey.com • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

�y
Domestic
.E
�f 1�1 �nFIN
U
m
L
V
r-q
Cetfilted Malt Fee a 35
M
Q'
$ rr.
c,4
Extra lce6 ees ichac7i bwa add rke pq tpj
❑ Return Receipt (hardcopy) $ ' •- " - -
O
❑ Return Recelpt (electronlo) $ I I l-I
Postmark
O
❑CertlsedMall Restricted OelKwy $mil.[_,Ql'l
Here
O
[]Adult Signature Required $,r. rt
❑Aduli Signature Reeeloled Dallvary $
p
Er
Postage ter.
$?.• 5
o
I.lu2'1l2i.1?33
ToWPostageen
m
m �,.45
ca
Sanf To
Oiiaa�eiiilApt;/!o;
-------------
r-
Ln
M
0
M
rq
M
Er
r-i
O
O
O
O
c'
d
M
tU
a
0
r`
Postal
CERTIFIED o RECEIPT
Domestic
o ,cc
m A.L. U S G r-q Crtrulled Mali Fee
M $ $4.35 I14f.f4
Er Exlra 3arvlcas & -ees bwr c
❑Return Aw.elpl (hankopy) 4 addme •I f i
r-q ❑ Realm ROcnlpi (electronic) $ Postmark
0 ❑ Ceraged Mall Restricted pellvery $ Hare
O ❑Adult Signature Required a
V Adult Signature Restricted Delivery $ rtt
—
O Postage
tr $2 . 55
alai emge and Fees f,IC r ,I 1
s 45
C13 Sent To N i 1� {
E3 1
O �iresi ar'Irl1ip?:' :: or � rrFoir fi�a� "_._ .,-
_ -
r�-
Domestic Mail Only
m
I n
website
p
I1A E.a
r-1
Corilfied Mall Fee 1147
m
Er
Extra Sonacos & Fees {dheck Dw;
add roo Tlwlrrtl fqj
!r r.� II Ii
ElRatum Receipt (hardcopy)
$ _ .
r=1
❑ Return Receipt (electronlo)
=
❑ Certilled Mall Restricted Delivery
$j'j Ou',
O
❑ Adult Signature Required
$-- .ii;•l,Ili—
IIAdult Signature l3vdrloled Dallmry $
O
Poutags 7 7G
Er
Total Postage and 6lYrsl
ill 69
rO
y
�
ca
a
son"
F tC.'
n:
O
_
6iieeignd._arffox — - -
lt+a,:�
c�nn rat
U S E
"J40b
?4
Postmark
Here
La

■ complete items 1, 2, and 3.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
f1Jdressedto:
Tom.
sLa"A� W%\\ �40,p
A. bigna3161W.r
X . a
B. R ved by (Printed Name) : Date
D L3 Yes
If YES, enter delivery address below:address different from item 17 ❑ No
3. Service Type ❑ Priority Mali Expresso
11��111�I1�111 11111�111111111111I 11111 11111I1 ❑ Adult Signature Q Registered MailT
❑Adult Signature Restricted Delivery fl Red Mall astrle}ed
❑ Cetified MaX Dl�ryR µ
9590 9402 8104 2349 2668 63 ❑ Codified Mall Restricted Delivery ❑ Slgnature ConflrmetlonT
❑ Signature Con*7ticn
❑ Collect an Delivery
❑ Collect on Dellvery Restricted Delivery Restricted Dellvery
nir mt,ar rnans{er from service label} , , -,,.e r,Agil
7 018 3090 0001 9 313 0340 n ill Restricted Delivery
PS Form 3811, July 2020 PSN 7530-02-000-9053 AO `� ] . U �' ' Domestic Return Receipt
SECTIONDELIVERY
� cQ� piste items 1, 2, and 3.
it Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back t the mailpiece,
or on the front if space A
1. Article Addressed to:
v ti3 t
� ��.�r u� UU � � 1�
1111111� 1 till 1111111I11111111111111111�1111111
9590 9402 8104 2349 2668 94
A.
X
ICJ
Recei ed by {�r+me�� . f- -
D. Is delivery address different from item i? Yes
If YES, enter delivery address below: ❑ No
Y Service Type
p Adult Signature
❑ Adult Signature Restricted Delivery
r] certified M8110
17 Certified Mall Restrlcted Dellvery
R Cowrt on Dellvery
i Delivery Rsslrleted Delivery
9313 0371 tali
3 0 9 0 0 0 01 ,..�, tail Restricted Delivery
7 018 - over $5001
r PS Form 3811, July 2020 PSN 7530-02-000.9453
0 Prlorlty Mail Expresso
❑ Registered MaVITfA
El Registered Mall Restricted
palheery
p Signature ConfirmallOnT"'
❑ 519nature Conflrrnallon
RestriGted Dellvary
Domestic Return Receipt ,

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner:
B&M Holdings, clo Jeb Bradshaw
Address of Property: 2570 Scotts Hill Loop Road, Wilmington NC
Mailing Address of Owner: 2570 Scotts Hill Loop Road, Wilmington NC
Owner's email: [e-mail] Owner's Phone#: [phone]
Agent's Name: Wiliam Dortch
Agent's Email:
[e-mail]
Agent Phone#: [phone]
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing.
A description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I DO have objections to this proposal.
If you have objections to what is being proposed, .you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 127 Cardinal Drive EXT, IMrimington, NC 28405. DCMrepresentalives can also be contacted at
[phone]. No response is considered the same as no objection if you have been notified by
Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15from my area of riparian access unless waived by me (this
does not apply to bulkheads or riprap revetments). (If you wish to waive the setback, you must sign the
appropriate blank below.)
I DO wish to waive somelall of the 15' setback N/A
Signature of Adjacent Riparian Property Owner
Io
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name of ARPO:
k u. S�tL,Wt
N/A
Mailing Address of ARPO: 10 S vVL ru 0 rJ S
ARPO's email ARPO's Phone#: tq,o 3 3 -`Ff 9
Date: ?�� Z oz "waiver is valid for up to one year from ARPO's Signature'
Revised May 2021

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM
CERTIFIED MAIL - RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: B&M Holdings, C/o Jeb Bradshaw
Address of Property: 2570 Scoffs Hill Loop Road, Wilmington NC
Mailing Address of Owner: 2570 Scoffs Hill Loop Road, Wilmington NC
Owner's email: [e-mail]
Agent's Name: William Dortch
Agent's Email: [e-mail]
Owner's Phone#: [phone]
Agent Phone#: [phone]
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing.
A description or drawing, with dimensions must be provided with this letter.
r DO NOT have objections to this proposal. I DO have objections to this proposal.
if you have objections to what is being proposed, you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed to 127 Cardinal Drive EXT, Wilmington, NC 28405. DCMrepresentatives can also be contactedat
[phone]. No response is considered the same as no objection ff you have been notified by
Certified Mail.
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse, lift, or groin
must be set back a minimum distance of 15' from my area of riparian access unless waived by me (this
does not apply to bulkheads or riprap revetments). (if you wish to waive the setback, you must sign the
appropriate blank below.)
I DO wish to waive some/all of the 15' setback NIA
-OR-
Signature of Adjacent Riparian Property Owner
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property
A,
NIA
Typed/Printed name of ARPO:
Mailing Address of ARPO: bl? 't:t? �� LGll i l i , �, � 4i,/ I C a�'L4 ii
I
ARPO's email: 4 n, GR (, a Q rnu, 1, t-a h,-i ARPO's Phone#: c i F
Date: q�, *waiver is valid for up to one year from ARPO's Signature*
Revised May 2021

CAMA PERMIT
APPLIED FOR
PROJECT: Marina Renovations, Excavation and
New Bulkhead Installation.
COMMENTS ACCEPTED THROUGH 11 232023
APPLICANT FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
B&M Holdings Jason Dail - DCM
c/o Davey Resource Group 127 Cardinal Drive Ext.
2570 Scotts Hill Loop Road Wilmington, NC 28405-3845
Wilmington, NC 28411 [e-mail]

Hwy 17
,� . ,.. 212 SIMMONS DRIVE
' ?" SCOTTS HILL MARINA r`
WILMINGTON NC 28411 or
! 2570 SCOTTS HILL LOOP ROAD . �' �`
,��• 7 �`� r •1 210 SIMMONS DRIVE �F
WILMINGTON NC 28411
W.
00 �` �'xR Scotts Hill
Loop Road Site
< Site Location Map
V OOAS/tij a*, NTS
a
.ti
r
Riparian Corridor
and 15' Setback
eN ,
P
J 3 CAMA Buffer
,
f .p.. yaks � .: � -t+it.. • � ,; t � �
C
•
y
r
75 AEC p ;, • i ! ,
}_. ::�. Wit.. _ • � � r i
� 'a �v` 5:,1� 'T 4 'ram a •4 � � � p��\ \ � 4.
♦ T ,�` �;�, ; 575' AEC
Alp
Mean High Water
VK
4 " '
HARDIN TONI B ;..•`: E f
USACE Navigation Channel
2524 SCOTTS HILL LOOP ROAD
,- WILMINGTON NC 28411 or
108 SIR WALTER COURT
r_
HAMPSTEAD NC 28443 f E Setback
� . Appx. Outer Edge of Marsh
USAC
USACE ROW
Legend NOTES:
Survey Boundary -- -- -- -- — 1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
Tax Parcels 2. SURVEY BOUNDARY BELOW MHW NOT SHOWN. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
� Riparian Corridor — — — — — — — — — — —
3. WIDTH OF WATER BODY IS APPROXIMATELY 630'. Project: Date: Revision Date:
4. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88. DA Job Number:
10/17/2023 NA
15' Setback ----------- 5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY. Scotts Hill Marina
USACE Navigation Channel 75' AEC ...................... scale:
USACE Setback 575' AEC Resource Group ® Title:
1"=150' DRGNCW23.028
USACE Right of Way 30' CAMA Buffer -- -- -- -- — 0 75 150 300 3805 Wrightsville Ave Suite 15 Existing Conditions Drawn By: Sheet Number.
Wilmington, North Carolina 28403 and Site Location WAD 1 of 10
Mean High Water Appx. Outer Edge of Marsh — — — — — — — — — — 910-452-0001
\Users\wd0009\Desktop\Scotts Hill Marina.dwq

/ rA
.
j Survey Boundary
Existing Gravel to Concrete
. or Asphalt (-30,000 sq ft) � • : �
J
- 30 CAMA Buffer
j
—= =,_� _,,_� `.• ' ;. Proposed Bulkhead Replacement
• ,:;��,,` i 1' Wide x 712' Long
•
(In Existing Footprint)
,.�.
~' `
' •'• •' ••
.:. • • , •'': ,. .�i�, :.i . • ,, .. • • .• ' ,• Existing Bulkhead
;'.� Existing Building
�f
. • ' •; (-41000 sq ft)
r�
and Pervious Deck : '•
Mean High Water
s
Legend
Survey Boundary
Tax Parcels
Riparian Corridor
15' Setback
Existing Bulkhead
Proposed Bulkhead
Proposed Bulkhead (In Place)
Mean High Water
Proposed 1' Wide x 35' Wingwall on Property Line
�d. (45 sq ft of Upland Fill)
' ! i
j ��• i ` �.
Existing Gravel to 5'
Grass Buffer (-2,700 sq ft)
a
. Coastal Wetland Line
' Riparian Corridor
•� Proposed Bulkhead 1' Wide x 105' Long and 15' Setback
Waterward from Existing = 210 sq ft
� Coastal Wetland Fill)
f
NOTES:
1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
2. SURVEY BOUNDARY BELOW MHW NOT SHOWN. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
3. COASTAL WETLAND LINE APPROVED BY DCM STAFF AUGUST 16, 2023.
4. WIDTH OF WATER BODY IS APPROXIMATELY 630'.
5. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
— — — — — — — — — — — 6. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
Coastal Wetland Line
75' AEC ----------------------
30' CAMA Buffer _ _ _ _ _ _ _ _ _ 0 15 30 60
Appx. Outer Edge of Marsh — — — — — — — — — — —
r.
�• M
„f
Appx. Outer Edge of Marsh
Existing Floating Docks to be Replaced
in Existing Footprint as Needed:
- 8' Wide x 74' Long
- 8' Wide x 280' Long with (9) 5' Wide x 28' Long Fingers
- 6' Wide x 322' Long with (3) 5' Wide x 16' Long Fingers
DAVEYS
Resource Group
3805 Wrightsville Ave Suite 15
Wilmington, North Carolina 28403
910-452-0001
Project: Date:
Scotts Hill Marina 1
10/17/2023
Title: 1 "=30'
Plan View (1) -
Proposed Restaurant Drawn By:
Bulkhead I WAD
Revision Date:
NA
DRGNCW23.028
Sheet Number:
2of10

30' CAMA Buffer
Existing Building and Deck
air
4 ,
46p-
Existing Bulkhead
Mean High Water
A'
Coastal Wetland Line
Proposed Bulkhead 1' Wide x 105' Long
t (2' Waterward from Existing = 210 sq ft
Coastal Wetland Fill)
Coastal Wetland Line Mean High Water
10 10
8 8
6 6
4 —35 CU YD of Sand Backf ill M W 4
2 2
0 0
_2 _2
Existing Bulkhead
-4 -4
-6 Proposed Bulkhead 1' Wide x 105' Long _6
-8 (2' Waterward from Existing = 210 sq ft Existing Grade _g
Coastal Wetland Fill)
0+00 0+10 0+20 0+30 0+40
Lend
NOTES:
Existing Bulkhead / Coastal Wetland Line —
1.
2.
2019 PARCELS FROM NCONEMAP. SURVEY BOUNDARY BELOW MHW NOT SHOWN.
WIDTH OF WATER BODY IS APPROXIMATELY 630'. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
Proposed Bulkhead
3.
COASTAL WETLAND LINE APPROVED BY DCM STAFF AUGUST 16, 2023.
Mean High Water
4.
BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
5.
HYDROGRAPHIC SURVEY FROM TI COASTAL SERVICES, INC. COLLECTED JANUARY 31 AND FEBRUARY 2 AND REPRESENT CONDITIONS PRESENT
Outer Edge of Marsh
AT THAT TIME. RELATIVE TO MEAN LOW WATER NAVD 88.
Coastal Wetland Line
6.
NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
DAVEYS
Resource Group
3805 Wrightsville Ave Suite 15
Wilmington, North Carolina 28403
910-452-0001
Outer Edge of Marsh
F��
Project:
Scotts Hill Marina
Title:
Profile View A
0 2.5 5 10
iiiiii
Vertical and Horizontal
Date:
10/17/2023
Scale:
As Noted
Drawn By:
WAD
Revision Date:
NA
Job Number:
DRGNCW23.028
Sheet Number:
3of10

Proposed Retaining Wall (1' Wide x 156' Long)
r -•• Survey Boundary t
Existing Bulkhead'Proposed Floating Dock (8' Wide x 240' Long
Existing Gravel to 5' with (9) 4' Wide x 24' Long Fingers)
Proposed Bulkhead Replacement " "`'-
Mean High Water r. :' ''' Grass Buffer -2,700 s ft �,
g ( q ) _
�'.• 1' Wide x 712' Long {. • - :,�.� _ j •_. `
`;. ,.% (In Existing Footprint) a :: - :. ? . —1"'
Existing Concrete <„ _ r
(-10,500 sq ft) f -.' y- �_,_� t"' ; t r r • Existing Gravel to
to be Replaced) %jam ` . Concrete or Asphalt (-30,000 sq ft) !
• ' z Proposed Floating Dock-��
(4' Wide x 52' Long)
Proposed Access Pier
(4' Wide x 56' Long) a' •� I I I I I << . a' '' '
Proposed Bulkhead 1' Wide x 54' Long Proposed Bulkhead Replacement
Existing Floating Dock (to be removed)
(2' Waterward from Existing = 108 sq ft 1 Wide x 32 Long \
Open Water Fill) In Existing Footprint) Proposed Floating Dock 8' Wide x 316' Long with
Existing Grass to Concrete (11) 4' Wide x 24' Long Fingers)
Forklift Drop (-3,100 sq ft) ,
Proposed Bulkhead 1' Wide x 390' Long ~
•j s Existing Gravel to
.r 4 • YN• Concrete or Asphalt — -
(-•47,500 sq ft)
i .; ,. ••+. \ . .. Y �,• . `. "'!-� .- � _ �� �, ,� III
t All
Proposed 75 AEC r ,
Proposed Dry Stack Storage Rack
(12.5' Wide x 102' Long x 35' Tall)
Legend
Survey Boundary
Tax Parcels
Riparian Corridor
15' Setback
Existing Bulkhead
Proposed Bulkhead
Proposed Bulkhead (In Place)
Mean High Water
Existing Gravel to 5'
.� , Grass Buffer (-1,500 sq ft) ,Y •
Upland Gravel Excavation (-5,200 sq ft to -0' MLW)
Proposed 30' CAMA Buffer ' '
_ 575' AEC Existing Retaining Wall
NOTES:
1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
2. SURVEY BOUNDARY BELOW MHW NOT SHOWN. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
3. WIDTH OF WATER BODY IS APPROXIMATELY 630'.
4. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
575' AEC
75' AEC (Proposed) ......................
30' CAMA Buffer (Proposed) -- -- -- -- — 0 15 30 60
Appx. Outer Edge of Marsh — — — — — — — — — ——
DAVEYS
Resource Group
3805 Wrightsville Ave Suite 15
Wilmington, North Carolina 28403
910-452-0001
Proposed Boatlift
(12.5' x 12.5 on center)
Project: Date: Revision Date:
Scotts Hill Marina 1
10/17/2023 NA
Title: Plan View (2.1) -
Proposed Docks, Bulkhead, �Dra—wnBy:
Storage Rack, Boat Lift
1"=30' DRGNCW23.028
Sheet Number:
WAD 4 of 10

'
-- 30' CAMA Buffer
Proposed Retaining Wall
,
(1' Wide x 156' Long)
1.Survey
Boundary
` .:;, •''
;;,._� __;�` �'' :' _ ;'`; Existing Bulkhead :> ' . Y ',.. ' • y' . t ' ,
P d B Ikh AO I t r"'` Existing Gravel to 5'
' Proposed Floating Dock (8' Wide x 240' Long
with (9) 4' Wide x 24' Long Fingers)
Mean High Water i' ' ' •r. l' '
ropose u ea ep acemen
`
Grass Buffer 2 700 s ft
(� q )
; t
y'
1 1 Wide x 712 Long
_
i'�,
(In Existing Footprint)
' -�",;
Existing Concrete
',
; •
. ., •'
.>
„
-10 500 sq ft
Existing Gravel to -
to be Replaced
—
Concrete or Asphalt (�30,000 sq ft)
,'
,.•,
Proposed Floating Dock
— —
Zr;
r .; • • .:- t' ' (4 Wide x 52 Long)
Proposed Access Pier11.V
}
(4' Wide x 56' Long)
_ I I I I I I I I I I I fit'• ; >'3'1••„ '�•.
U U
Proposed Bulkhead 1' Wide x 54' Long Existing Floating Dock (to be removed) y
(2' Waterward from Existing = 108 sq ft Proposed Bulkhead Replacement } • �.-
Open Water Fill) 1 Wide x 32 Long
(In Existing Footprint) Proposed Floating Dock (8' Wide x 316' Long with •>
Existing Grass to Concrete (11) 4' Wide x 24' Long Fingers) ;
Forklift Drop (-3,100 sq ft)
' Proposed Bulkhead 1' Wide x 390' Long
Proposed Boatlift \
:'; ' ' ; •` n ; (12.5' x 12.5 on center)
Existing Gravel to
Concrete or Asphalt
(-•'47,500 sq ft)
4.1
Existing Gravel to 5'
Grass Buffer (-1,500 sq ft) -_
Proposed 75 AEC • ; ..
---------------
Upland Gravel Excavation (-5,200 sq ft to
-0' MLW) --
Proposed Dry Stack Storage Rack ; •
; ,' ' . ; 575 AEC
(12.5' Wide x 102' Long x 35' Tall) . " ' '
`• ' ' Proposed 30' CAMA Buffer
Existing Retaining
Wall _
Legend
NOTES:
Survey Boundary
1. 2019 PARCELS FROM NCONEMAP.
Tax Parcels
2. SURVEY BOUNDARY BELOW MHW NOT SHOWN. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
Riparian Corridor — — — — — — — — — —
3. WIDTH OF WATER BODY IS APPROXIMATELY 630'.
— 4. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
Project: Date: Revision Date:
10/17/2023 NA
15' Setback — — — — — — — — — —
— 5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
DAVEY
Scotts Hill Marina
Existing Bulkhead
575' AEC
Scale: Job Number:
ProProposed Bulkhead
p
75' AEC (Proposed) --
( p ) ""' ' ""' ' ""
Resource GroupTitle:
1"=30' DRGNCW23.028
Plan View (2.2) -
Proposed Bulkhead (In Place)
30' CAMA Buffer (Proposed) -- -- -- -- — 0 15 30 60
3805 Wrightsville Ave Suite 15
Proposed Docks, Bulkhead, Drawn By: Sheet Number:
Mean High Water
Appx. Outer Edge of Marsh -- ---------
Wilmington, North Carolina 28403
910-452-0001
Storage Rack, Boat Lift WAD 5 of 10

30' CAMA Buffer
�i
Existing Retaining Wall
Proposed 5' Grassed Buffer
ilillippolillpip, -— E —
Proposed Bulkhead -
Proposed Upland Excavation
Proposed Floating Dock
Existing Retaining Wall -\
Proposed Upland Excavation W—M
(-5,200 square feet)
T BI
,1__:0ME
11
1
1 !
Proposed Upland Excavation
Proposed Floating Dock
Existing Floating Dock
(to be removed)
Proposed Maintenance Dredge
Area (-76,000 square feet to -5' MLW)
//- Proposed Floating Dock
Proposed 5' Grassed Buffer ' °' "" "" ' " " " IVI-1
Existing Bulkhead Existing Floating Dock
Proposed Bulkhead (to be removed) (to be removed)
10 10
8 8
6
6
�- - - -
------ ------------
------------ ---
------------------
Ll-----------
---------------------
---------------------
------------- ------
--------------------
---------------
--------------------
------------------
- - - -
--------------------
------- - -
•---- -- --
------ -----------
------------ --
-----------------
---------------------
--------------------
--
2
2
Existing Grade
0
MLW,
0
_2
_2
-4
-4
-6
Proposed Maintenance Dredge
Area (-6,500 CU YD to -5' MLW)
-6
_ 8
Proposed Dredge Area
(-1,000 CU YD to -5' MLW)
-8
Proposed Grade
I
_
U+UU
U+ "I U
U+1U
U+JU
U+4U
U+bU U+bU
0 2.5 5 10
Vertical and Horizontal
Lend
NOTES:
Existing Bulkhead
g
1.
2.
2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
WIDTH OF WATER BODY IS APPROXIMATELY 630'. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,430'.
Proposed ea Pro d Bulkhead
p
Existing Floating Dock (to be removed)
Proposed Floating Dock
Proposed 5' Grassed Buffer
Proposed Upland Excavation
Proposed Dredge Area
3.
4.
•------------°°------°
°------------°°------° 5.
BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
HYDROGRAPHIC SURVEY FROM TI COASTAL SERVICES, INC. COLLECTED JANUARY 31 AND FEBRUARY 2 AND REPRESENT CONDITIONS PRESENT
AT THAT TIME. RELATIVE TO MEAN LOW WATER NAVD 88.
NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
DAVEY °
ResourceAs
WrightsvilleSuite up
3AGroup
Wilmington, North Carolina 28403
Project:
Scotts Hill Marina
Date:
10/17/2023
Revision Date:
NA
Scale:
Noted
Job Number:
DRGNCW23.028
Title:
Profile View B
Drawn By:
WAD
Sheet Number:
6 of 10
910452-0001

Survey Boundary.
4Existing Gravel to Concrete or Asphalt (�47,500 sq ft)
Existing Boat Storage Racks • 4 r y Existing Gravel to 5 Grass Buffer (-2,700 sq ft)
MENEM—
Existing Gravel to Concrete or Asphalt (-30,000 sq ft) ' x
f
Riparian Corridor J "
06and 15' Setback
„•,•: _ Existing Building
F �• � h L r r ..;•.
WAMI
t;., ::,..•..;; ,, ,, ice„ ^ and Pervious Deck
Existing Concrete :w•::{ ty, ri l'�_ ,
•1' 1500 sq ft)
'�w J i. u•,.sl� / i,•. • f• i"f'49,.(1•.r .. .•'tea:• �,Y. ,: i.t�ii,... y.{.'•�..;'�.. 4•.,. f Y.'�
.:� ,,..? r'?':• ': /,'i •'?� ;: ii"}J.4t`.'w�r'!::;.i _`'•":` i•�.'s'i%,. �•7`ia'": *'<•' �r, }:�;: r.,
,.J, j_1:A1...F�..:-._ :Y:;•'.,.?• fii.. t��.y:,.. , f;. ,.r•�.�,: i•'•.-,("{^ i�:},�•!�trv_
p
to be Replaced
.r,,:••,, �.,. ��.: rr:i `!r,:Y. ,.r�: ;;. ,.; � ,:4.• ,.,...:•.' �•;-,�• ,�,;, "•+,. a ..• .•.•.! .:� E: :. .. •," x.? �r', h:' r ��s�s•. �;�`. ,,.��.:...ir.: `,�:r�';''r.4: ..{l•. :F %:�'.m !:'. :,;.! ..�i. :L�'.•.,•j,_•�. ... .... ,,• .. +/ .tt��, ♦/.. s�.4. "/ - .:J,.: .+5. . 1• re+ tom/ .� C �1 yJ'�+
` :'A3.1'.':f:y•, •r. ,i•' 1 ` �'`^.+• -• ..••1•.1 :� •Y.0 �: ��: •:/; •.�.^L'e•?i: •'f.i% .t: 4'^y.t: ,C:••% .+;
''�'.. .r'!.:...•; •'ui.., .,,: .. , _:. .,• •y,ir'..• a� •:'�, .,:; ha:,• r, /,• i:'r;, l..a.;l. }.1: ;'�}; y!•, ,.: ]. �:.!
w- ,...:• �."•. •,;:`.,;.y:• / `I'e ;:. :(, n}• Yr •L?''�•:?a'"r Y.: .`4: y: t;'....�,r.: ,, •. .y,r. � I i
�'.-iii*,'f i; :•!:• � .. � ••i :1:t ,• .r. _ � r s 't:��.r j. �}� '.C' .r: ...> I � -
•�.!},r,r (?: '"•r' ♦r Y �5 .."1 4 ay„r •• r;,r•�•!�'„'; �•r •ti :.. S}. !
J •lJF,,.}.. :,ji:.J•. ;,!? i./''�+:.,.� 1i'rY• ; �':1,,1 1 i,�1 <,`f '•'%,t ':r:'�:ti
�•5;:..";......
'9•;il,.; %:.1:.<:' �. i 'j�,:r'ryri{�••;.tf���• J...
Existing Grass to Concrete (-3,100 sq
Sc
,a4
ORW
C��! W-i
;
Existing Gravel to 5'
Grass Buffer (-1,500 sq ft)
Y,
Mean High WaAppx. Outer Edge of Marsh
ter
•�, �� -,� -, Proposed 30' CAMA Buffer
I
USACE Right of Way
F ..
Legend NOTES: - —
Survey Boundary 1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
Tax Parcels 2 SURVEY BOUNDARY BELOW MHW NOT SHOWN. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
3. WIDTH OF WATER BODY IS APPROXIMATELY 630'.
Riparian Corridor — ----------4. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88. Project: Date: Revision Date:
15' Setback — — — — — — — — — — —
5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY. DAVEYS Scotts Hill Marina 10/17/2023 NA
Existing Bulkhead 575' AEC Scale: Job Number:
1"=80' DRGNCW23.028Proposed Bulkhead 75'AEC (Proposed) ......................Resource Groun Title:
Plan view (3)-
Proposed Bulkhead (In Place) 30' CAMA Buffer (Proposed) -- -- -- -- — 0 40 80 160 3805 Wrightsville Ave Suite 15 Proposed Concrete Drawn By: Sheet Number:
--------- Wilmington, North Carolina 28403 or Asphalt WAD 7 of 10
Mean High Water Appx. Outer Edge of Marsh -- 910-452-0001
C:\Users\wd0009\Desktop\Scotts Hill Marina.dwg

Survey Boundary
Existing Drystacks
-------------------
Proposed Bulkhead
(in place)
r
i I
I Co+00 `
� _
\ _ I �
I
75
Existing Bulkhead
7
�. --- Proposed Bulkhead
U� Ll I I I\ / I < I11
'-•
1+00
2+00 \
LJ
\\I I
\ 1
Proposed Drystack
Proposed 75' AEC
Proposed 30' CAMA Buffer
575' AEC - I
USACE ROW -
USACE Setback
�\ USACE Navigation Channel
Mean High Water
I
I
Appx. Outer Edge of Marsh
I
� Riparian Corridor
' and 15' Setback
I �
\
Existing Floating Docks to be Replaced
--------_ `> in Existing Footprint as Needed:
--------%�-----_------_ _ _ - - 8' Wide x 74' Long
--- __ - 8' Wide x 280' Long with (9) 5' Wide x 28' Long Fingers
l -- - 6' Wide x 322' Long with (3) 5' Wide x 16' Long Fingers
iT 1_ 5+00
6+00
_ SIC
----\_ - ORW 8+00
9,00
\\ _ \
Upland Gravel Excavation ------_____
(--5,200 sq ft to 0' MLW)
Proposed Dredge Area
(-5,200 sq ft to -5' MLW) \� Proposed Maintenance Dredge Area
Bulkhead and Floating Dock (-76,000 sq ft to -5' MLW)
I
I
I
I
I
I
I
--0 10-00
�D
E T
11+00
—I C1
a
ICJ
Legend NOTES:
Survey Boundary 1. 2019 PARCELS FROM NCONEMAP. SURVEY BOUNDARY BELOW MHW NOT SHOWN.
Y Y 2. WIDTH OF WATER BODY IS APPROXIMATELY 630'. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
Tax Parcels 3. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
Riparian Corridor — — — — — — — — — — — I
4. HYDROGRAPHIC SURVEY FROM TI COASTAL SERVICES, INC. COLLECTED JANUARY 31 AND FEBRUARY 2 AND REPRESENT CONDITIONS PRESENT Project: Date: Revision Date:
AT THAT TIME. RELATIVE TO MEAN LOW WATER NAVD 88. 10/17/2023 NA
15' Setback ----------- 5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY. DAV mY Scotts Hill Marina
Existing Bulkhead 575' AEC Scale: Job Number:
1"=80' DRGNCW23.028
Proposed Bulkhead 75' AEC (Proposed) -- -------------- Resource Group Title:
Proposed Bulkhead (In Place) 30' CAMA Buffer (Proposed) -- -- — 0 40 80 160 3805 Wrightsville Ave Suite 15 Plan View (4) - Drawn By: Sheet Number:
Mean High Water Appx. Outer Edge of Marsh ----------- Wilmington,North 5-00Carolina 28403 Proposed Dredge Area WAD 8 of 10

USACE Navigation Channel
-- -` t t
Proposed Maintenance Dredge
Area (-6,500 CU YD to -5' MLW)
ED OR ALLOWED z ��I ■■■■■■�■I■■■■■■���
ti ■■■ ■■■ ■■'
OPOSITS
%mvii& NO DOCKING r __. ■■ ■■■
f t. .--. UNINNSiong
■•
11+ 00 CI
' � .I`�\■_ all 30 3i 32 13■ I+sr■■■■■�■■■■■■■®i � �� +�
c3� �� � I� � 1'i�■.���•7•IIuLJ��■■■G■�I����■■■■��I�I\�■■! 1111"oo-WENOWIN Bananas 10+00
2, - ��,♦ �''ar ■■vvv■■■■p■r-u ; ri° ■e u■■■I w'\ t lueJe �.a�■I ■■■■■[■■■ ■w-- ■■■
�a
_ -- iG,..= 2s [■ ■p I■
1�/■■� ■■■■■■■I��■ /■■6 _.-i ■■■Tip■■■ r� iF`-\"_� t'e \■■■■ILJ ■■■■[J ■■[9+00 !/■■■
�� Y\lid■��\�\►����I�■I ��■■f�������j-■=■:,..■■�f■�[
■p��7�\w�■a��n..
.�D..J■ jy ���■���%��3��0 �f1 -1„��'i4
/ 1■■■ ■■■■■■ ••�■�■■■�■■■.■12+ \■■■■�:� r■■■M��w■■■I■■■�[�•1•��_�ia7w�y'. I■;■�. ��1�AA ['r■■ loi■■A 1■■■[�■■■��■■��■■unseen, B+o0j�i■ *__-\�■■-■�■■■■■�■S� • / ,.t• ■■■ ■■■ ■■■ 00 p■ I ,e l,� ' JL/Jq 1� �■ �rw \■■ ■1 ■■■�.N ■p ■■1
xv r�ii��
—�ii rriiiii�r��riiiiiirrriwrri.i rir rrrr■iiiiiiii a�iiii' : , _- ui� i �'%ri�iiii' rrMOURNi +oo iiirrrr �� i:����r!s:�iirrr■iiiia a
. ; •r■■ ■■■■■■■■■1_+00 ■■ ■■■ r o■■■■■ ■■■■■■■■ rvv■v ■■■■■■■■■ Lr■w� n �* — --- _?vr■s■i:�iiruuiiir■n i■ii�■ r�ii�nniiiiir■■.:�iiir■�aiiiinr:i�no
!■■■%�■r�r■r ■■�iiiiiriicl
c
o+oo ■rvii iiiiiiiiiiriiiiiiiirr�iiiisiriiiiiiiir �i_-- ------`rrii. s'i■i■■in�o+oo trr■■—p■■■■i ��■v■iir■■pniii ■■■■viir■■.r■ii:!��-.._- ■
■■■x■■■■■■■■p■■n■■■ier■■■■■wr�■■■■■■rr�r' t7■■000191 p■■■ii� q■ rn^o[ I ..�ii:�■o■� 1■p■■■ [_
�wv■ riir■■■■ ■■■■■o.-�u.--
\
■mpp
�,'�� -RONiiiriiiiii �i�ii 'iiii "�wOman �ii 1001 Tqi - Inar 'iiir''*ioiiiir• w4���►iiiii;�iiririi�s`oo �rrririi�r
w �------
riii i wGia� uriii�°:riri:a��i i4hji14J,1, rye}KL1����aiii"°r ■iiiof �U■�i;�!Z was
Monsoon�.iiii::iii:! +, °,,�' ` _ =\ �:, v� 1_,�-u� AL Ih I■viiiiirnall a ■■vr ::��i:�!n.-- 1
: T■_v — epee ■p■..—
, r _- p an
ZT_
�''� USACE Setback
Proposed Upland Excavation
�� � -;-- - - ` - Proposed Dredge Area (�1,000 CU YD to -5' MLW) USACE Ri g of Y
(-- Right Wa 1,700 CU YD to 0' MLW)
_ ;
n .
USACE Right of Way USACE Navigation Channel
USACE Setback
CPR
Station
r
0 00 ­nn 3+00 4+00 5+00 6
Existing
Grade
IT
<
\
iv
0
-1
Proposed Grade
�
Proposed Maintenance
Dredge
Area
(--6,500 CU
YD
to -5' MLW)
Proposed Grade Extends to -5'
MLW at Time of Construction
20
3
00
11
00
^'^^ D*UU 9+00 10+00
0 5
10 20
iiiiii
Vertical
0 40
80 160
iiiiii
Horizontal
Lend NOTES:
1. 2019 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP. SURVEY BOUNDARY BELOW MHW NOT SHOWN.
Existing Bulkhead
2. WIDTH OF WATER BODY IS APPROXIMATELY 630'. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,430'.
Proposed Bulkhead 3. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
4. HYDROGRAPHIC SURVEY FROM TI COASTAL SERVICES, INC. COLLECTED JANUARY 31 AND FEBRUARY 2 AND REPRESENT CONDITIONS PRESENT Project: Date:
Existing Floating Dock (to be removed) AT THAT TIME. RELATIVE TO MEAN LOW WATER NAVD 88. 10/17/2023
Revision Date:
NA
Scotts Hill Marina
Proposed Floating Dock 5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY. DAV Y
A Scale:
Proposed 5' Grassed Buffer As Noted
Resource Group Title:
Job Number:
DRGNCW23.028
Proposed Upland Excavation / Dredge Area
p p g 3805 Wrightsville Ave Suite 15 Profile View C Drawn By:
Sheet Number:
Proposed Maintenance Dredge Area Wilmington, North Carolina 28403 WAD
9 of 10
910452-0001
C:\Users\wo0009\Desktop\6cotts Hill Marina.owg

Survey Boundary
Existing Drystacks
-------------------
Proposed Bulkhead
(in place) -
1 �
1
1
1 I
1 I
1
1
I i
t
1 �
' 1
I —
115
Existing Bulkhead
f I 24 25 26 27
Proposed Bulkhead I
28 29 30 31
32 33 34 35I I '
L/ 36 37 38 39 40 41 \
\
42 \ i
43 \ I
� \ I
45 I
3 4 5 8 46 I '
L ] a 47
_ 9 16 11 12 13 — 11_ rl
O �
Proposed Drystack
Proposed 75' AEC
575' AEC — Proposed 30' CAMA Buffer J
\ *67 Total Slips Existing, 75 Total Slips Proposed
Ww"4111"I
USACE ROW
USACE Setback
USACE Navigation Chal
Mean High Water
i
I
Appx. Outer Edge of Marsh
I
� Riparian Corridor
' ' and 15Setback
t �
� Q-
t
I
I
----- __ Existing Floating Dock (33 Temporary Slips
I for Loading and Unloading Only, Slips 42-74)
9
M
o
o ]4
W
ii 3
No DOCKING PROPOSED y OR ALLOWED $ ]2
z°
s] sa
59 fi0 61
62 63 64
65 E6
fi] 68 (DO
0
SC ORW I
/ Proposed Boatlift I --
(12.5' x 12.5 on center)
Proposed Upland Excavation
and Dredge Area
(-5,200 sq ft to -5' MLW)
Bulkhead and Floating Dock
Legend
d
NOTES:
Survey Boundary
1. 2019 PARCELS FROM NCONEMAP. SURVEY BOUNDARY BELOW MHW NOT SHOWN.
Y Y
2. WIDTH OF WATER BODY IS APPROXIMATELY 630'. LENGTH OF SHORELINE AT MEAN HIGH WATER IS 1,4301.
Tax Parcels
3. BASE CAD FILE AND MEAN HIGH WATER FROM ESP ASSOCIATES INC. COLLECTED MARCH 2O23 RELATIVE TO MLW NAVD 88.
Riparian Corridor — — — — — — — — — — —
4. HYDROGRAPHIC SURVEY FROM TI COASTAL SERVICES, INC. COLLECTED JANUARY 31 AND FEBRUARY 2 AND REPRESENT CONDITIONS PRESENT
Project:
1
Date:
Revision Date:
AT THAT TIME. RELATIVE TO MEAN LOW WATER NAVD 88.
10/17/2023
NA
15' Setback — — — — — — — — — — —
5. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
DAV mY
Scotts Hill Marina
Existing Bulkhead
575' AEC
Scale:
Job Number:
Proposed Bulkhead
75' AEC (Proposed) ------------
Resource Group
Title:
1"=80'
DRGNCW23.028
Proposed Bulkhead (In Place)
-- --
30' CAMA Buffer (Proposed) -- -- — 0 40 80 160
3805 Wrightsville Ave Suite 15
Plan View (5) -
Drawn By:
Sheet Number:
Mean High Water
Appx. Outer Edge of Marsh -----------
Wilmington,North 5-00Carolina 28403
Proposed Slip Count
WAD
10 of 10

PENDER COUNTY NC 06/09/2009
5 FILED
srarenF $11518.00
LIT
CAOLINA Rea+EsrOre 2009 JUN -4 P11 1, 42
Excise Tax
REGISHl' OF DEEDS
3aSo 2i�a97g1A��I; COUtITY N.C.
'3a�o� [ro-`l�1SS'a000
FIN # Sago JrJ-�ot��ae
DEED
Parcels: 3280-26-2979-0000; 3280-16-9955-0000; 3280-17-9012-0000
Revenue Sta 11,518.00
STATE OF NORTH CAROLINA
COUNTY OF FENDER
BK3635PGO64
THIS DEED, made and entered into this the 3 day of June, 2009 by and
between EASTHAVEN MARINA GROUP, LLC, party of the first part; and B & M
HOLDINGS, LLC, having an address of 208 Beach Road North, Wilmington, NC 28411, party
of the second part;
WITNESSETH:
That the party of the first part in consideration of the sum of Ten and No/100
Dollars ($10.00) and other good and valuable considerations to said party paid by the party of the
second part, the receipt of which hereby is acknowledged, has bargained and sold and by these
presents does bargain, sell and convey unto the party of the second part, said party's successors
and assigns, the following described property, to wit:
All those certain tracts or parcels of land lying and being situate in
Topsail Township, Pender County, North Carolina described in
Exhibit A to the deed recorded in Book 3176, Page 104 in the
Prepared by PW
AND SMITH, P.A., Post Office Box 867, New Bern, NC
28563-0867
Please return to WARD AND SNHTH, P.A., 1001 College Court, Post Office Box 867, New Bern,
NC 28563-0867
Attention: William E. Martin
No opinion on title is rendered by WARD AND SNrTH, P.A., without a separate written opinion on
title from WARD AND SMITH, P.A.

BK3635PGO65
office of the Register of Deeds of Pender County, North Carolina,
the description in said Exhibit A and said Exhibit A being
incorporated by reference herein as if set forth verbatim herein and
attached hereto.
This conveyance is made subject to easements of record or on the
ground, restrictive covenants of record, and ad valorem taxes for
the current year, which taxes the party of the second part, by
accepting this deed, agrees to pay,
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the party of the second part, said party's successors and assigns forever.
And the party of the first part covenants that said party is seized of said property
in fee and has the right to convey same in fee simple; that the same is free from encumbrances
except any encumbrances or restrictions mentioned above and that said party will warrant and
defend the title to the same against the lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the party of the first part has caused this
instrument to be executed in such form as to be binding, this the day and year first above written.
EASTHAVEN MARINA GROUP, LLC
A Limited Liability Company
By: -1- l I
David White, Manager

BK3635PGO66
STATE OF NORTH` CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person personally appeared before me this day, acknowledging to me
that he signed the foregoing document for the purpose(s) stated therein, in the capacity indicated
therein: David White.
Date: D o
Signature of Notary Public
R-A- Qer\
Notary's printed or typed name
My commission expires: O db6(b
T HJ'��FE+�i
i
NO
Gy =_
%���rouuTv1NG��`\\

46 CURVE
DATA
Vl i
r'g
��. [UMEI.'
CURVE -2-
G 38-39
A . 34 39
T GO O
R. oq'
T.
CNs 115.29'
CN: ISO.20,
�S p/at 8 P 7S
c. S- CVCRClrlrz---"-
OF[ __� ( / Q. � „tee•_
r+ 0 7�A e '` sl SIMMONS ORIVE
A
Rpi �+ Te..cv vD�.• � .o
� Mere. . ^ � � e �"„ � - o ,• 3 � � a V
T P SAIL S/00- D
LOCATION MAP !
--
re.. .e.e .e..
EVERE RETREAT
,^1u„T. �•Ro�m._ - HEwr•Ro.ER coo,. ��„ 5CTT5 HILLPENDER COUNTY - NORTH CAROLINA -
_3I'pEA ♦ avvE.aED n[.OVE neE re „ �a„DE RUEE�L-dl�liL. v.o
a, Blewa ouev swoR„ sots + ryo Nwo �. X�u�er �„�, p, DEVELOPED BY
,� CORRECT T THE LEST of Ne5 cED..F aN0 PRNDIAve
A. IS T.
ReSU�T N wN wCTYwI !YvvEV N e„N
10.1 C. S. E V E R E T T
55 bE
•'ai OVOCD �iR15N/o OnY OF (3�L. 19f5.
1? STAIE OF NORM CAROLINU. Fe, er ow",
WIL-MINGTON. N.C.
SEPT'24. 1955
meta M. M. LANDERC.E.
WILMINGTONI.C. SCALE I•=100•
NOT TO SCALE
m®

8/17/23, 1:53 PM The Davey Tree Expert Company Mail - Scotts Hill Marina - 401 Prefile
DAVEY . LAMA, DRG <[e-mail]>
Scotts Hill Marina - 401 Prefile
1 message
CAMA, DRG <[e-mail]> Thu, Aug 17, 2023 at 1:53 PM
To: 401 [e-mail]
Cc: William Dortch <[e-mail]>, DRG CAMA <[e-mail]>
Greetings, attached are preliminary plans for redevelopment and maintenance / proposed dredging at Scotts Hill marina.
Also attached is the available previous permitting history and the Stormwater permit. Let us know if you have any
questions. Thank you
DRGNCW - CAMA SECTION
Davey Resource Group, Inc.
3805 Wrightsville Avenue, Suite 15, Wilmington NC 28403
P: 910.452.0001 ext. 1921 1 M: 910.471.5012 1 F: 910.452.0020
DAVEY*
Resource Group
Visit our local office page
3 attachments
2023-8-17 Scotts Hill Marina Figures Binder.pdf
12176K
Prev Permit Binder.pdf
11429K
2015 04 permit 100920.pdf
176K
https://mail.google.com/mail/b/AEoRXRRUewOOk7foMdl H_uJ34mvMVzvhKeMwY-7BzfUQlaVSrkRs/u/0/?ik=311 aa7bdbc&view=pt&search=all&permt... 1/1

MARSH CREEK MARINA
SCOTTS HILL
PENDER COUNTY, NC
CONDITIONAL HYDROGRAPHIC SURVEY
w *-
HIGH TIDE DR
i APO
v.
f
.iG
INLET DR 4 Marsh Creek Marina
rr
Y
y
F `
w
lr ,
rl�
� a
r
SHEET 2 — 3
77M
,t
a
TI oastal
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358

- - I 1 • _
SO
IUD-
00.
N6J
w' ei
o } s
I
J, 1
1116
— ` l •—
�i v t i � 1 ♦ � -' !l� '�' .
,T/�r i j `�,r ;✓J- t.� � �, � moo. �.
p, O O O QQ
O LO O + (
N O Q x t
O LO+ LO O O O O
0OO O O `L0�Op0
� is Cfl LO LO �t M co N N p+ O
l _
00
0 d>
MARSH CREEK MARINA Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet
2. Vertical Datum: Mean Low Water, Survey Feet
T I o a s t a I Vertical Datum SCOTTS HILL 3 Mean Lower Low Water conversion of 2.5 feet derived from 2023 Vd repro
Conversion 3. Data collected by TI Coastal on January 31st and February 2, 2023 and represent
NAV088 PENDER COUNTY, NC Graphic Scale conditions at that time.
o• 25• so, loo• q. Soundings are expressed in depths and in feet and tenths.
z.s•
MLLW CONDITIONAL SURVEY Scale: 1"= 100' 5. 2020 Aerial downloaded from nconemap.arcgis.com on February 3, 2023
T► Coastal Services, Inc.
387-B N. Green Meadows Drive DWG NAME: MARSH CREEK - SCOTTS HILL.dwg
Wilmington, NC 28405 FROM NOAA VDATUM PLAN VIEW DWG DATE: February.3, 2023 SURVEY DATE, 0113112023-0210212023
91gO.821.1358
SCALE: 1" = 100' SHEET: 2 OF 7

2,3 2.6 9.1 13. 3.8
0,7 ,4 2.6 4,5 1 1 .3 14.0 C
+0,4 0.2 0, 4 ,4 2.6 p 133 13�J 9' 2
+1. +0,5 0.1 0,8 ,3 2.5 5 0 13. 13.8 9. E
+1, +0,3 0,2 0.8 4 2,7 3 13 4 13,8 9 E
'r +1, 0.1 0.3 0, 23 2.7 ;5 1 ,7 13.9 2,E
+ ,8 +0,1 0.7 2,9 2, 4.
3,7
+ ,7 +0,0 0.6 1,3 2, 3 4,5 13,79,
+ J +0,1 0,7 1,4 2 ,4 1 7 9,
+ ,7 +0,2 0,6 ;2 3, 4,5 3 1 4 9
0.'7 +0,1 0,5 2 ,1 4,4 92 1321, 8
0,5 0,2 "�;: - 0,5 +0,1 0,5 12 2 4,6 9 3 1 ,4 13,9
%;` 1,2 o J 1 � f �' _T J 0.6 +0,0 0.6 12 3,4 3 2 '7 1
OJ 3 3 � + 4,8
2, : 0,5 +0,1 0.5 2 3,5 3.4 ,4 4, ,9
,5 6 3.5 3s Al +0,3 +0,2 0.4 ,1 3.9 3,5 5.24.9 9 4, g 8
3,5 3.4 3• +1,1 +0.4 +0,1 0.5 1, 3.8 5,5 0.0 14, 3,8
4 0 3, ,3 3, /�` � t"---0 0.5 1, 4,4 3, 5 0,0 3, - 13.8 8
2�7 9 �'8 ' 7 ,6 ,4 4.6 5, 1 $ 13,8 13.8 90
t .0 1, A 2 ,3 ,8 3,9 4.7 4.4 ,9 3.7 13.8 9,
0 'f 1 4 2.8 2.8 2.8 3.5 4.7 4.7 1 11. 3,8 13.8 9,
_ \ 1 3J 4.6 4.9 1, 13,9 8 1,C
O O O O 9 �2,5 0 4,8 1 1, 13,9 O 13.6
O L O LO O 0 O '2 D 1.9 3'2 4.1 ,1 13,6 2
+ + + + O+ + +0,8 3, 4.7 5 1, 13,8 013.4 21
O O + O �O O ,8 ^, +0,9 v + + ,6 g ,2 4.5 1, 13,8 13.4 2 (
w C C O + O +0,4 0,5 0,2 1.6 0 5' 1, 14.0 13.4 2,
LO 5.0
Color Scale CO + O O O 0.3 0 6 p 2 4 3 4.8 3, 13.
+ + 0.5 0.3 0.6 ,1 3.2 4.6 1 ,6 2.
2 ~ cfl +0.5 0.4 0.7 0,8 1, '2 4.6 .5 1 ,6 12 1 E
O 0,3 0,6 1,0 1.3 2,5 4' 1 ,6 12 9 E
+ 0 0 1,3 4 12,
-2' , . ;� +1, 0.1 0.5 0 1.5 2,3 1 1 ,6 1 ,7 1 ,£
+1, +010 0,5 OJ 1.6 0 2 1 . 5 1 ,6 0 £
0o d� 1` 0.0 0.6 0.7 1.7 1, p 1 3.6 1 ,3 c.
�� �w 0,1 0,5 0,7 1,7 1,7 3,9 5 1 ,7 1 ,5 c
_6. +0,0 0.4 0.6 1.8 1,8 5 1 ,6 1 ,7
+0,1 0.4 0.7 1.8 1.7 3' ,5 1 ,6 12. 1 3
+. s,. �-,, +0,1 0,3 OJ 1,8 1,7 3' 1 ,5 13. 3 (
d 0, 6 1.8 3, 13. 31
4= " •� +0,3 0,5 1,6 3' 1 ,5
M^ +- d 12 'g�`.� o 0.3 0.4 0,5 29 1.7 3. 1 ,5 12,1 89 0
* rX i � �+0.4 0,5 0,8 1,tQ x 1 ,3 13, 9
14' + 0 O 0 O 1,5 3' 1 1 ,3 12, 9
O +r + + 00 O 00 O O OP O
V V � 1 1 1 � O V) O
5�-.
Z l�
CA ♦ °
MARSH CREEK MARINA
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet
T I = o a s t a I
'�
Vertical Datum
Conversion
NAVD88
z s
SCOTTS HILL
PENDER COUNTY, NC
Graphic Scale
0' 2S0' 100'
Sc,ale: 1"= 100'
2. Vertical Datum: Mean Low Water, Survey Feet
3. Mean Lower Low Water conversion of 31feet derived from 2023 Vd repro
3. Data collected by TI Coastal on January 31st and February 2, 2023 and represent
conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
S. 2020 Aerial downloaded from nconemap.arcgis.com on February 3, 2023
CONDITIONAL SURVEY
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358
MLLw
FROM NOAA VDATUM
BATHYMETRY AND CONTOURS
DWG NAME: MARSH CREEK- SCOTTS HILL.dwg
DWG DATE: February 3, 2023
SURVEY DATE: 01.11-3-02/02/2023
SCALE: 1" = 100'
SHEET: 3 OF 7

A
o'
ron
•� n
_ ff
7
s
a
..
2.3
0.7
,4
+0,4
0.2
0,9
4
+1,1
+0,5
0,1
0,8
,3
+1,0
+0.3
0.2
0.8
.4
+LO
0.1
0.3
0.9
2.7
i� +0,8
+0,1
0.7
1,2
2,9
+0,7
+0,0
0.6
1.3
2.9
+0,7
+0,1
0.7
1.4
3,1
+0,7
+0,2
0.6
1.0
3.2
+0,7
+0,1
05
11
3 2
0.5 2,3 0.2 F' +0,5 +01 0.5 1.2 3.2
1.2 -► OJ 1,3 1,6 0 2,7� 13 . +0,6 +0,0 0.6
2, " ,� +0,5 +0,1 0.5 3.5
.� 2,2, — �2 4 �3,4 l�/'� ' !► 1.2
+0,3 +0,2 0.4 1,1 3,9
.6 3.5 3.4 3, p 0
4, 3,6 3.5 2,7 3,4 3 9 c?I i +1,1 —0 1,9
1 33 c' —01 -_ OT— 1.0 1.8 32 44
3,•
_
0,4 0.6--`
17 1 34 2,
0 0,4 0,7
29
O
O
O
p
LO O 00 `O
+
LID
+
+
00
O O+ aj h0 O
Color Scale
2'
N
!
r X O
CCID
0•
3 _Z.
-4.
-6.
.z v
v 2.10
O ,�►
-12'
14'
-16•
TI Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
910.821.1358
Ap 1,7 1,7 -�,6 3,4 4,6
Obi 25 2 3 2 3,3 3,9 4,7
2.9 2.7 2.8 2.8 2.8 2.8 3.5 4.7
311 3.1 2.5 3.0 3.2 3.4 3.7 4.6
217 210 132.8 3.0 3 2' 4,1
0.7 +0,8 +0,4 92.3 2.7 3,
+0,8 +0,9 +1,3 +0,1 0.6 3.2
O O O O +0,5 0.2 0.9 1.6 2.8
LO O LO O + 0,4 0.3 0.6 0.9 2.4
+ + + + +0,5 0.3 0.6 0.7 1
r1- ti (.0 co +0 5
2.6
2.6
2.6
2.5
2.7
2, 7
2.9
3.0
2.8
3.0
3.1
3.0
3.3
3.4
3.5
3.8
3.
4.4
4.7
4.9
4.8
4.7
4.5
.0
0
3I�A
3.2
0,4 0.7 0.8 1, 3,2
+0,8 0.4 0.7 1.0 1.3 2,7
W T +1,0 0.3 0.6 LO 1.3 2.5
+1,2
_ +1,5 +0.1 0.5 1.0 L5 2.33
0.5 0.7 1.6
s '
O 0.0 0.6 0.7 1.7 1,
LO 0,1 001,7 1
� +0,0 0.4 ,4 0.6 118 1.8,8
+0,1 0.4 0.7 1.8 1.7
+0,1 03 1.7
0,7 1,8
+0,3 0.5 0.6 1.8 1.6
+0,3 0.4 0.5 1.9 1.7
+ 0,3 002, 1,7
+0,4 0.5 ,5 0.8,8
o
C) CD CD1.5
+ + O Lfi O
U) � ICYO+ CD
' r CC)
005�
MARSH CREEK MARINA
Vertical Datum SCOTTS HILL
Conversion
Tz.s• NAV088 PENDER COUNTY, NC
NLLW CONDITIONAL SURVEY
FROM NOAA VDATUM BATHYMETRYAND CONTOURS
Pi
4
9.1
13,8
5
1
14,0
9,3
9
5
,0
13�7
9.2
2,7
3
,0•
13,8
9,3
2.6
5
Z
4
13.8
9.8
2.6
5
4.54.5
,9'
13.7
13.9
9.8
2.6
,7
13.7
14,
9.5
2.5
4.51�94
3.7
9.5
2.5
4.5
13J
14.2
9.3
2.4
4.4
9.3
13.4
13.
9.0
2.3
4.6
9.2
,9
8,
2,
9.3
13.9
8,
2,
4.8
9,2
qLJ�
7.6
2,
4.9
9,4
9
79
2,
5
9.9
,8
78
2,
5.5
10.0
1
3.8
8,
5'
10,0
13,
• 13.8
8,8
5'
10,2
13.8
13.8
9.0
10.9
13.7
13.8
9.4
2
1
1L1
13.8
13.8
9.4
1
1
11,4
13.9
13.7
8,
19
1
11.4
13.9
O 13.6
8.
20
5.
11.3
13,8
013.4
76
21
511.3
13.8
13.4
.2
20
510
11.1
14, 13.4
,4
2,
4.8
018
13,�
13.0
.2
2,
4.6
0.4
13.6
12.9
.3
2,
4.6
0.5
13.6
12.9
.1
2.6
4.4
0.6
13.6
12.9
,9
2.6
4,3
0.4
13.6
12.8
9
2,7
0.2
13.6
12.7
1
2.8
,1
2
1 ,2
13.5
12.6
.2
2.8
0
1 ,5
13.6
12.3
,3
2.9
3,9
0.5
13.7
12.5
,6
2.9
3
0.5
13.6
12.7
0
3.0
3
0,5
13.6
12,9
81
3,0
3
0.2
13,5
13.0
8,
3,0
3,
0.2
13.5
13.1
8,
3.1
3,
9.8
13.6
13.1
9,
,1
3'
9,
12.8
8.9
,1
1 •
9.2
,0
3'
1
9.0
,1
O
O
O
O
In
O
O
O
In
O
O
+
N
r
O
O
N
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet
2. Vertical Datum: Mean Low Water, Survey Feet
3. Mean Lower Low Water conversion of 2.5 feet derived from NOAA VDatum.
Graphic Scale 3. Data collected by TI Coastal on January 31st and February 2, 2023 and represent
conditions at that time.
0• 1. so • too• q, Soundings are expressed in depths and in feet and tenths.
Scale: 1" = 100• 5. 2020 Aerial downloaded from nconemap.arcgis.com on February 3, 2023
DWG NAME: MARSH CREEK - SCOTTS HILL.d—
DWG DATE: February 3, 2023 SURVEY DATE: 01/31/2023-02/02/2023
SCALE: 1 •• = 100' SHEET: 36 OF 7

X: 2383187.46 0+00 Length: 499.99 Azimuth: 33.49 X: 2383463.32
Y: 206069.42 Y: 206486.42
50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
5.00
-5.00
0.00
_
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Fdn
0+00 Depth 20.00 Ft:ln
X: 2383104.05 1+00 Length: 500.00 Azimuth: 33.49 X: 2383379.92
Y: 206124.59 Y: 205541.60
50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
5.00
0.00
+uu
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft:ln
1+00 Depth 20.00 Ft:ln
X: 2383020.65 2+00 Length: 500.00 Azimuth: 33.49 X: 2383296.52
Y: 206179.76 Y: 206596.77
50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
5.00
-5.00
O.DO
+uU
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft:ln
2+00 Depth 20.00 Ft:ln
X: 2382937.25 3+00 Length: 500.00 Azimuth: 33.49 X: 2383213.12
Y: 206234.94 Y: 206651.95
50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
5.00
0.00
+uu
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft In
3+00 Depth 20.00 Ft.In
X: 2383166.61 0+25 Length: 500.00 Azimuth: 3349 X: 238W2.47
Y: 206083.21 Y: 206500.22
50.00 0.00 50.00 100,00 150,00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
5.00
-5.00
0.00
Ji
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 20100 I'di
0+25 Depth 20.00 Ft:ln
X: 2383083.20 1+25 Length: 500.OD Azimuth: 3349 X: 2383359.07
Y: 206138.38 Y: 206555.39
50.00 0.00 50.00 100,00 150,00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
5.00
0.00
+
0.00
5.00
5.00
10.00
10.00
15.00
20.00
1 1 1
15.00
20.00
230202 BD Survey DBL 200.00 Fdn
1+25 Depth 20.00 Ft:ln
X: 2382999.80 2+25 Length: 500.00 Azimuth: 3349 X: 2383275.67
Y: 206193.56 Y: 206610.57
50.00 0.00 50.00 100,00 150,00 200.00 250.00 300.00 350.00 400.00 450.00 5DO.00 550.00
-10.00
-10.00
5.00
-5.00
0.00
+Zb
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00I'di
2+25 Depth 20.00 Ft:ln
X: 2382916.40 3+25 Length: 500.00 Azimuth: 3349 X: 2383192.27
Y: 206248.73 Y: 206665.74
50.00 0.00 50.00 100,00 150,00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
5.00
0.00
+
0.00
5.00
5.00
f 0.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft In
3+25 Depth 20.00 Ft:ln
X: 2383145.76 0+50 Length: 500.00 Azimuth: 33.49 X: 2383421.62
Y: 206097.00 Y. 206514.01
50.00 D.00 50,00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 5M.00 550.00
-10.00
-10.00
-5.00
0.00
�+
-5.00
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ftln
V50 Depth 20.00 Ft:ln
X: 2383062.35 1+50 Length: 500.00 Azimuth: 33.49 X 2383338.22
Y: 206152.18 Y. 206569.19
50.00 0.00 50,00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
-5.00
OR
+
0.00
5.00
500
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ftln
1+50 Depth 20.00 Ft:ln
X: 2382978.95 2+50 Length: 500.00 Azimuth: 33.49 X: 2383254.82
Y: 206207.35 Y. 206624.36
50.00 0.00 50,00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 5M.00 55D.00
-10.00
-10.00
-5.00
0.00
+
-5.OD
0.00
5.00
5.OD
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ftln
2+50 Depth 20.00 Ft:ln
X: 2382895.55 3+50 Length: 500.00 Azimuth: 33.49 X 2383171.42
Y: 206262.52 Y. 206679.53
50.00 0.00 50,00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
-5.00
0.00
+
0.00
5.00
5or
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft In
3+50 Depth 20.00 Ft:ln
X: 23B3124.90 0+75 Length: 499.99 Azimuth: 33.49 X: 2383400.77
Y: 206110.80 Y: 206527.80
-50.00 0.00 50.00 10D.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
-5.DO
0.00
+
-5.00
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 R:ln
0+75 Depth 20.00 Ft:ln
X: 2383041.50 W5 Length: 500.00 Azimuth: 33.49 X: 2383317.37
Y: 206165.97 Y: 2065B2.98
-50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
-5.00
0.00
+
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 R:ln
1+75 Depth 20.00 Ft:ln
X: 2382958.10 2+75 Length: 500.00 Azimuth: 33.49 X: 2383233.97
Y: 206221.14 Y: 206638.15
-50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
-5.00
D.Do
z+,
-5.00
o.00
5.00
5.OD
10.00
10.00
15.00
15.00
20.00
1 1 1 1 1
20.00
230202 BD Survey DBL 200.00 Ft:ln
2+75 Depth 20.00 Ft:ln
X: 2382874.70 3+75 Length: 500.00 Azimuth: 33.49 X: 2383150.57
Y: 206276.32 Y: 206693.33
-50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
-5.00
0.00
+
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 R In
3+75 Depth 20.00 Ft:ln
MARSH CREEK MARINA
Gra hic Scale
P
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet
o• loo' z°°'
2. Vertical Datum: Mean Low Water, Survey Feet
T I = o a s t a I
Vertical Datum
Conversion
NAVD88
SCOTTS HILL
PENDER COUNTY, NC
Horizontal Scale, 1" = 200'
3. Mean Lower Low Water conversion of 2.5 feet derived from NOAA VDatum.
3. Data collected by TI Coastal on January 31st and February 2, 2023 and represent
conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
12.5 MLLW
CONDITIONAL SURVEY
0' 10' 20'
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
FROM NOAA VDATUM
gIWW CROSS SECTIONS - 0+00 to 3+75
Vertical Scale: 1" = 20'
DWG NAME: MARSH CREEK - SLOTTS HILL.dwg
DWG DATE: February 3, 2023
SURVEY DATE: 0113112023-0210212023
910.821.1358
SCALE: AS NOTED
SHEET: 4 OF 7

X: 2382853.85 4+00 Length: 500.00 Azimuth: 33.49 X: 2383129.72
Y: 206290.11 Y: 205707.12
50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
5.00
0.00
+
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Fdn
4+00 Depth 20.00 Ft:ln
X: 2382770.45 5+00 Length: 500.00 Azimuth: 33.49 X: 2383046.31
Y: 206345.28 Y: 206762.29
50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
5.00
-5.00
0.00
+uu
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft:ln
5+00 Depth 20.00 Ft:ln
X: 2382833.00 4+25 Length: 500.0D Azimuth: 3349 X: 2383108.87
Y: 206303.9D Y: 206720.91
50.00 0.00 50.00 100,00 150,00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
5.00
0.00
+
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Fdn
4+25 Depth 20.00 Ft:ln
X: 2382749.60 5+25 Length: 500.00 Azimuth: 3349 X: 2383025.46
Y: 206359.08 Y: 206776.09
50.00 0.00 50.00 100,00 150,00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
5.00
-5.00
0.00
+Zb
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft:ln
5+25 Depth 20.00 Ft:ln
X: 2382812.15 4+50 Length: 500.00 Azimuth: 33.49 X 2383088.02
Y: 206317.70 Y. 206734.71
50.00 0.00 50,00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
-5.00
OR
+
0.00
5.00
500
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ftln
4+50 Depth 20.00 Ft:ln
X: 2382728.75 5+50 Length: 500.00 Azimuth: 33.49 X: 2383004.61
Y: 206372.87 Y. 206789.88
50.00 0.00 50,00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 55D.00
-10.00
-10.00
-5.00
0.00
+
-5.00
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ftln
5+50 Depth 20.00 Ft:ln
X: 2382791.30 4+75 Length: 500.00 Azimuth: 33.49 X: 2383067.17
Y: 206331.49 Y: 206748.50
-50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00 -10.00
-5.00
-5.00
0.00
+
0.00
5.00
5.00
10.00
0.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 R:ln
4+75 Depth 20.00 Ft:ln
X: 2382707.90 5+75 Length: 500.00 Azimuth: 33.49 X: 2382983.76
Y: 206386.66 Y: 206803.67
-50.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 450.00 500.00 550.00
-10.00
-10.00
-5.00
0.00
+,
-5.00
0.00
5.00
5.00
10.00
10.00
15.00
15.00
20.00
20.00
230202 BD Survey DBL 200.00 Ft:ln
5+75 Depth 20.00 Ft:ln
MARSH CREEK MARINA
Graphic Scale
P
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet
p• too' zoo'
2. Vertical Datum: Mean Low Water, Survey Feet
T I = o a s t a I
Vertical Datum
Conversion
NAVD88
SCOTTS HILL
PENDER COUNTY, NC
Horizontal Scale, 1" = 200'
3. Mean Lower Low Water conversion of 2.5 feet derived from NOAA VDatum.
3. Data collected by TI Coastal on January 31st and February 2, 2023 and represent
conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
T.5
MLLW
CONDITIONAL SURVEY
0' f0' Tp'
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
FROM NOAA VDATUM
AI WW CROSS SECTIONS - 4+00 to 5+75
Vertical Scale: 1" = 20'
DWG NAME: MARSH CREEK - SCOTTS HILL.dwg
DWG DATE: February 3, 2023
SURVEY DATE: 0113112023-0210212023
910.821.1358
SCALE: AS NOTED
SHEET: 5 OF 7

X: 2382687.04 6+00 Length: 500.00 Azimuth: 33.49 X: 2382962.91
Y: 206400.46 Y: 206817.47
200.00 250.00 300.00
5.00
-5.00
6+00
0.00
0.00
500
Sao
10.00
10.L0
230202 BD Survey DEL 50.00 Ft:ln
6+00 Depth 10.00 Ft:ln
X: 2382603.64 7+00 Length: 500.00 Azimuth: 33.49 X: 2382879.51
Y: 206455.63 Y: 206872.64
200.00 250.00 300.00
5.00 -5.00
7+00
0.00
0.00
5.00
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
7+00 Depth 10.00 Fdn
X: 2382466.81 8+00 Length: 500.00 Azimuth: 49.95 X: 2382849.54
Y: 206558.44 Y: 206880.18
200.00 250.00 300.00
5.00 500
8+00
0.00
000
00
5.00
10.00
10.L0
230202 BD Survey DEL 50.00 Ft:ln
8+00 Depth 10.00 Fdn
X: 2382410.35 9+00 Length: 500.00 Azimuth: 56.55 X: 2382827.55
Y: 206672.83 Y: 206948.41
200.00 250.00 300.00
5.00 -5.00
9+00
000
0.00
5.00
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft In
9+00 Depth 10.00 Ft:ln
X: 2382666.19 6+25 Length: 500.00 Azimuth: 33.49 X: 2382942.06
Y: 206414.25 Y: 206831.26
200.00 250.00 300.00
5.00
-5,00
6+25
0 00
IN,0.00
500
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
6+25 Depth 10.00 Ft:ln
X: 2382582.79 7+25 Length: 500,00 Azimuth: 33.49 X: 2382858.66
Y: 206469.42 Y: 206886.43
200.00 250.00 300.00
5.00 -5,00
7+25
0.00
0.DO
500
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
7+25 Depth 10.00 Ft.In
X: 2382441.63 8+25 Length: 500.00 Azimuth: 55.28 X: 2382852.59
Y: 206598.71 Y: 206883.51
200.00 250.00 300.00
5.00
-5,00
8+25
o.00
0.00
5.00
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
8+25 Depth 10.00 Ft:ln
X: 2382414.81 9+25 Length: 500,01 Azimuth: 51.17 X: 2382804.31
Y: 206677.03 Y: 206990.55
200.00 250.00 300.00
5.00 -5,00
9+25
0.00
0 30
500
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft In
9+25 Depth 10.00 Ft:ln
X: 2382645.34 6+50 Length: 500.00 Azimuth: 33.49 X: 2382921.21
Y: 206428.04 Y: 206845.05
200.00 250.00 300.00
5.00
-5.00
6+50
C A
0,00
5'A
5,00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
6+50 Depth 10.00 Ftln
X: 2382542.75 7+50 Length: 500.00 Azimuth: 38.94 X: 2382857.00
Y: 206497.27 Y: 205886.17
200.00 250.00 300.00
5.00
-5.00
7+50
0:DO
0,00
00
5,00
10.00
10.00
230202 BD Survey DEL 50.00 RAIn
7+50 Depth 10.00 Ft.In
X: 2382419.42 8+50 Length: 499.99 Azimuth: 60.83 X: 2382856.02
Y: 206642.44 Y: 206886.11
200.0D 250.00 300.00
5.0D 5,00
8+50
D'A
0,00
00
5,00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
8+50 Depth 10.00 Ftln
X: 2382411.43 9+50 Length: 500.00 Azimuth: 45.88 X: 2382770.40
Y: 206675.18 Y: 207023.23
200.00 250.00 300.00
5.00
-5.00
9+50
0 30
0,00
5:DO
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft In
9+50 Depth 10.00 Ft:ln
X: 2382624.49 6+75 Length: 500.00 Azimuth: 33.49 X: 2382900.36
Y: 206441.84 Y: 206858.85
200.00 250.00 300.00
s.Do
-5.00
6+75
0,00
0.00
5,00
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
6+75 Depth 10.00 R:ln
X: 2382503.65 7+75 Length: 50D.01 Azimuth: 44.55 X: 2382854.40
Y: 206527.34 Y: 206883.69
200.00 250.00 300.00
-5.00 5.00
7+75
0,00 0.00
5,00 5.00
10.00 10.00
230202 BD Survey DEL 50.00 Ft:ln
7+75 Depth 10.00 FCIn
X: 2382399.02 8+75 Length: 500.01 Azimuth: 66.53 X: 2382857.65
Y: 206687.87 Y: 206887.03
200.00 250.00 300.00
5.00
-5.00
8+75
0,00
0.00
5,00
5.00
10.00
10.00
230202 BD Survey DEL 50.00 Ft:ln
8+75 Depth 10.00 R:ln
X: 2382407.83 9+75 Length: 500.00 Azimuth: 40.37 X: 2382731.67
Y: 206672.03 Y: 207052.99
200.00 250.00 300.00
-5.00 5.00
9+75
0,00 0.00
5.00 5.00
10.00 10.00
230202 BD Survey DEL 50.00 Ft:ln
9+75 Depth 10.00 R:ln
MARSH CREEK MARINA
Graphic Scale
P
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet
D• ss•
2. Vertical Datum: Mean Low Water, Survey Feet
T I = o a s t a I
Vertical Datum
Conversion
NAVD88
SCOTTS HILL
PENDER COUNTY, NC
Horizontal Scale: 1" = 50'
'
3. Mean Lower Low Water conversion of 2.5 feet derived from 2023 Vd repro
3. Data collected by TI Coastal on January 31st and February 2, 2023 and represent
conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
2.5
MLLW
CONDITIONAL SURVEY
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
FROM NOAA VDATUM
BASIN CROSS SECTIONS - 6+00 to 9+75
Vertical Scale: 1" = 10,
DWG NAME: MARSH CREEK - SCOTTS HILL.dwg
DWG DATE: February3, 2023
SURVEY DATE, 0113112023-0210212023
910.821.1358
SCALE: AS NOTED
SHEET: 6 OF 7

X: 2382406.29 101 Length: 500.00 Azimuth: 34.69 X: 2382690.88
Y: 206670.26 Y: 207081.37
200.00 250.00 300,00
5.00
-5.00
10+00
0.00
0.0
5.00
5.00
10.00
10.00
230202 BD Survey DBL 50.00 Ft:ln
10+00 Depth 10.00 Ft:ln
X: 2382352.04 10+75 Length: 500.00 Azimuth: 32.15 X: 2382618.14
Y: 206704.08 Y: 207127.39
200.00 250.00 300.00
-5.00 5.00
10+75
0.00
0 c0
5.00
5 C0
10.00
10.00
230212 BD Survey DBL 50.00 Ft:ln
10+75 Depth 10.00 Ft:ln
X: 2382288.54 11+50 Length: 500.00 Azimuth: 32.15 X: 2382554.64
Y: 206743.99 Y: 207167.30
200.00 250.00 300,00
5.00
-5.00
11+50
0.00
0.00
5.00
5.00
10.00
10.00
230202 BD Survey DBL 50.00 Ft:ln
11+50 Depth 10.00 Ft:ln
X: 2382394.37 10+25 Length: 500.00 Azimuth: 32.15 X: 2382660.47
Y: 206677.47 Y: 207100.78
200.00 250.00 300.00
5.00
-5.00
10+25
0 Co
0 0C
5.00
5.0C
10.00
10.00
230202 BD Survey DBL 50.00 Min
10+25 Depth 10.00 Ft:ln
X: 2382330.87 11+00 Length: 500.01 Azimuth: 32.16 X: 2382596.98
Y: 206717.38 Y: 207140.69
200.00 250.00 300.00
-5.00 5.00
n+oo
0 cc
0.0C
5.CC
5.00
10.00
10.00
230202 BD Survey DBL 50.00 Ftln
11+00 Depth 10.00 Ft:ln
X: 2382267.38 11+75 Length: 500.00 Azimuth: 32.15 X: 2382533.48
Y: 206757.30 Y: 207180.61
200.00 250.00 300.00
5.00
-5.00
11+75
0.00
0.00
5.00
5.00
10.00
10.00
230202 BD Survey DBL 50.00 R:ln
11+75 Depth 10.00 Ft:ln
X: 2382373.20 10+50 Length: 500.01 Azimuth: 32.16 X: 2382639.31
Y: 201 Y: 207114.08
200.00 250.00 300.00
-5.00
-5.00
10+50
00C
000
5 0C
5.00
10.00
10.00
230202 BD Survey DBL 50.00 Ftln
10+50 Depth 10.00 Ft:ln
X: 2382309.71 11+25 Length: 500.00 Azimuth: 32.15 X: 2382575.81
Y: 206730.69 Y: 207154.00
200.00 250.00 300.00
-5.00 .5 00
11+25
0.0C a00
5.00 5.00
10.00 10.00
230202 BD Survey DBL 50.00 Ft In
11+25 Depth 10.00 Ft:ln
X: 2382246.21 12+00 Length: 500.00 Azimuth: 32.15 X: 2382512.31
Y: 206770.60 Y: 207193.91
200.00 250.00 300.00
-5.00
-5.00
12+00
0.00
0 00
5.00
5 00
10.00
10.00
230202 BD Survey DBL 50.00 Ft In
12+00 Depth 10.00 Ft:ln
MARSH CREEK MARINA
Graphic Scale
P
Notes:
1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Survey Feet
D• ss•
2. Vertical Datum: Mean Low Water, Survey Feet
T I = o a s t a I
Vertical Datum
Conversion
NAVD88
SCOTTS HILL
PENDER COUNTY, NC
Horizontal Scale: 1" = 50'
'
3. Mean Lower Low Water conversion of 2.8 feet derived from 2023 Vd repro
3. Data collected by TI Coastal on January 31st and February 2, 2023 and represent
conditions at that time.
4. Soundings are expressed in depths and in feet and tenths.
z.5
MLLW
CONDITIONAL SURVEY
T► Coastal Services, Inc.
387-B N. Green Meadows Drive
Wilmington, NC 28405
FROM NOAA VDATUMF
BASIN CROSS SECTIONS - 10+00 to 12+00
Vertical Scale: 1" = 10'
DWG NAME: MARSH CREEK - SCOTTS HILL.dw9
DWG DATE: February3, 2023
SURVEY DATE: 01/31/2023EET: /2
910.821.1358
SCALE: AS NOTED
SHEET: 7 OF 7
F 7

4i
u
a
u�
o
�
a
++
0
CD
J
�
lD
a+
0
J
Q
V
N
`
0
O
O
U
N
C
vo
Z
LLm
0
C
cf0
C
�I
0
Ln
o
a
L
u
a
v
m
ti
u
Z
o
m
o
m
n�,
v
�
L
m
0
0
a+
2
v
E
a..
o
a
Z
�
�
a
C,6
m
c
a
Y
N
v
u
v
U
>
a
>o
o cD
a
a
o,
r
o
a.
v
0
�
m
N
O
N
\
c
ri

State Stormwater Permit Exclusion SW8
100920, April 30 2015 103,859 gl ft
Current BUA 1 102,142 sq ft
Impervious / Pervious Calculations
Structure
Approximate Square Footage
Existing Building
4,000
Existing Concrete
10,500
Existing Gravel to Concrete or Asphalt
87,500
Total
102,000
Existing Grass to Concrete Forklift Drop
3,100
Upland Gravel Excavation
-5,200
Existing Gravel to Grassed Buffer
-2,700
Existing Gravel to Grassed Buffer
-1,500
TOTAL PROPOSED BUA
95,700 sq ft

QI
NORTH CAROLINA
Environmental Quality
November 2, 2023
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Re: Major Public Notice:
• B & M Holdings
Hello: Please publish the attached Notice in the Thursday, August 8, 2023 issue.
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director, Division of Coastal Management
The State Office of Budget & Management requires an original Affidavit of Publication prior to payment for
newspaper advertising.
Please send the original affidavit and invoice for payment to Tanya Pietila at the NC Division of Coastal Management,
127 Cardinal Drive Extension, Wilmington, NC 28405, 910-796-7226 (Customer No. 489895).
Thank you for your assistance in this matter.
Sincerely,
Tanya K. Pietila
Permitting Support & Customer Assistance
cc: Cameron Luck - MHC
WIRO file
USACE
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that the following application was submitted for a development permit in an Area of Environmental
Concern as designated under the CAMA: On October 31, 2023, B & M Holdings proposed to excavate a
portion of high ground, perform maintenance dredging within the marina basin & access channel, replace
approximately 744 linear feet of bulkhead within the marina basin (as well as the area along the eastern
side of the restaurant), remove & replace the entire docking facility, add a new proposed floating dock &
boadift, expand a section of dockage within the marina basin, add a fork lift drop zone, install dry stack
storage & create a new upland retaining wall, at 2570 Scotts Hill Loop, adj. to the AIWW in Wilmington,
Pender County. A copy of the application can be examined or copied at the office of Jason Dail, N.C. Dept.
of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405,
(910-796-7221) during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, NC 28557-3421, prior to November 26, 2023 will be considered in making the permit
decision. Later comments will be accepted and considered up to the time of permit decision. Project
modification may occur based on review and comment by the public and state and federal agencies. Notice of
the permit decision in these matters will be provided upon written request.

CAMA DREDGE & FILL N{3 8Q2t%�% A B C
ENE AL PERMIT Previous permit #
New Modification Complete Reissue Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality iUU
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC
Rul ttached.
Applicant Name_ S ,. I Project Location: County
Address C.[� / 1 C�KJ Street Address/ State Road/ Lot #(s)
City{i State GZIP
Phone # (4 Zll` - �j E.Mail _ ___ Subdivision
Authorized Agent _tf/ lAr— City _ ZIP _
Affected CW i a IEW 1 PTA �E5 P7S Phone # ( ). � River Basin ] / . 0 ,
AEC(s): OEA HHF IH UBA N/A Adj. Wtr. Bsry - . /( unkn
ORW: es PWS PNA yes no) Closest Maj. Wtr. Body —MU •` tQOi�
Type of Project/ Activity ll ,
(Scale: )
Pier (do ) length
Fixed Platfo (s)
Floating Platfo (s) _
Finger pier(s)
Groin iengch
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore_ I
sin, annel 31; X %Sb X -0
cubic r� r
Boat ramp %,.C,v7 4s
Beach Bulldozing
Other C
l"
-'� New
Shoreline Length .
SAV: not sure yes no
Moratorium: nla yes
Photos: yes
Waiver Attached: (/ no
A building permit may be required by:
( Note Local Planning )urisdiction)
Notes/ Special Conditions
&014"V)
Applicant Prin
y
/X— - wo , d,-,& 6-2 -, /-1 ra,�, N
See note on back regarding River Basin rules.
Printed Name
Please read compliance
Fee(s)
permi
Iff" �
Check #
Issuing Date
ff 2
Expiration Date

Permit Class Permit Number
MUDIFICATION/MINOR 137-10
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
,V e r m i t
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to B & M Holdin s LLC 2570 Scotts Hill Loop Road, Wilmineton, NC 28411
Authorizing development in Pender County at ad to a man made basin along the AIWW,
al 25 T-SwIts Hill Road as requested in the permittee's letter dated 4/28/14, including the
attached work lan drawing 1 dated revised 3/19/14
This permit, issued on , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered her;.in, this minor modification authorizes the construction of the 123 X
24' storage building, all as expressly and specifically set forth in the attached workplan drawing.
Sedimentation and Erosion Control
2) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
3) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion
of any phase of grading on cut or filled slopes.
(See attached sheet for Additional Conditions)
11,15 permit action may ee appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be. .
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
February 8, 2015
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission,
A
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted, i ,/ E L)
kj' ';';,ii_V1INGTON.
MAY 2 9 90,14
Signature of Permittee

Permit Class
MODIFICATION/MAJOR
Permit Number
137-10
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
'V t r M 1, t
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-11 S
X Excavation and/or filling pursuant to NCGS 113-229
Issued to B & M Holdings LLC, 2570 Scotts Hill Loop Road, Wilmington, NC 28411
Authorizing development in Pender County adj. to a man-made basin along the AIWW,
at 2570 Scotts Hill Road , as requested in the permittee's application dated 2/l/13 including the
attached workplan drawing (1), dated 1/26/13
This permit, issued on April 23, 2013 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Drystack Facility
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the development of the above referenced property, including but not limited
to the construction of the three dry stack storage racks and the removal of the existing building, all as
expressly and specifically set forth in the attached permit application and workplan drawings. Any
additional land disturbing activities and/or construction may require a modification of this permit.
Contact a Division of Coastal Management representative at [phone] for this determination.
2) This permit does not authorize any additional boat slips to the existing marina- i foci I V E D
(See attached sheet for Additional Conditions) DCM WILMINGTC)N, NC
MAY 0 7 2013
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2016
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
rY l r f /
Braxtod/U Davis, Director
'hivision of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

. r:..+r%I- w;+. r,.. ray. _.).h�i�rr ten:•...... ,,..Y•� -r �: `Y•YYrt ... r, VFr..:.��/�Sr.'Yrsi %,;s r.:rr,. „'.
'' t``11 Y��.+.re..,n.pLJ.+Y.: :>•v!+^J.'-..}.5"+rMi.rvfr - \ -Y 1
CI L,: lei P^_ �l t'��., Baer
I
aTd-�;� "t?1'Ti-I C<,� l.l.:'+. -- 1
RECEIVED
�
L_'..
U. 3 0 2012
�L DCNI WI1 M11\1GTON, INC
lilt
N �rl.l�t>r TJi��1C?�jn ant Ii1 a':"� _�t,;a Of 11 i-)-in.ental Concern
nv,—rsua:�t to NCGJ i 1SA-118
_X Exca,Yatlon and/oT til':ing pLu"suaxit tc NCGS 113-229
I
ssued to B & NI Holdings, LLC., 2570 Scotts Hill Loon Road, Wilrnin..2ton, NC 28411
Authorizing development in Pender County a� man-made basin along..AIWW. at 2570
Scotts Hill Road. in Wilmington as requested in the permittee's letter dated 5/9/1 inclu ing tile
attached workplan drawing k 1), dated 5/2/12
This permit, issued on July 25, 2012 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set -forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, this minor modification authorizes the removal of the existing
floating fingers and tie pilings and the construction of the three finger piers, all as expressly and
specifically set forth in the attached workplan drawings.
2) This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
3) This minor modification shall be attached to the original Permit No. 137-10, which was issued on
11/22/10 and copies of both documents shall be readily available on site when Division personnel
inspect the project for compliance.
4) All conditions and stipulations of the active permit remain in force under this minor modification
unless specifically,y altered herein.
This permit action may be appealed by the pertnittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval,
All work must cease when the permit expires on
February 8, 2015
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DF-NrR and the
Chairman of the Coastal Resources Commission.
1 _ f
Braxton C: Davis, Firector
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Permit Class
NE W
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
ilermtt
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Permit Number
137-10
Issued to B & M Holdin s,LLC. 2570 Scotts Hill Loop Road, Wilmington, NC 28411
Authorizing development in Pender County ate. to man-made basin along AIWW, at 2570
Scotts Hill Loop Road. in Wilmington, as requested in the permittee's application dated .716/10, including the
attached workplan drawings (3), all dated 7/6/10 and the narrative dated 7/6/10
This permit, issued on November 22, 2010 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Excavation
1) Prior to starting to the authorized excavation, the permittee shall obtain a consent agreement from. the
U.S. Army Corps of Engineers, Navigation Branch for any activities within a USACE Disposal Area
(DA) or for any dredged material disposal on land within the USACE Right -of -Way along the
AIWW.
2) Unless specifically altered herein, the dimensions of the areas to be excavated shall not exceed the
areas that are expressly and specifically set forth in the attached permit application and workplan
drawings. Any proposal to change the area to be excavated shall require permit modification.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
February 8, 2015
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
J t es H. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
t:
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal NOY 9 2 20111 -
Management Program. Signature of Permittee

B & M Holdings,LLC Permit # 137-10
Page 2 of 3
ADDITIONAL CONDITIONS
3) In order to protect juvenile shrimp and finfish populations, no excavation shall take place between April
1" and September 30`a of any year without the prior approval of the Division of Coastal Management, in
consultation with the Division of Marine Fisheries and the U.S. Army Corps of Engineers.
4) In accordance with commitments made by the permittee, no excavation shall be permitted within 10 feet
of any Coastal Wetlands.
5) Excavation shall not exceed —5 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
Spoil Disposal
6) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
7) No spoil material is to be placed within 30 feet of the normal high water line.
8) If the crossing of wetlands with mechanized construction equipment is necessary, temporary
construction mats shall be utilized for the areas to be crossed. The temporary mats shall be removed
immediately upon completion of construction.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required this
plan shall be filed at least thirty (30) days prior to the begirming of any land disturbing activity.
Submit this plan to the Department of Environment and Natural Resources, Land Quality
Section, 127 Cardinal Drive Extension, Wilmington, NC 28405.
9) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
10) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales, or berms, etc.).
11) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
NOV 2 2 2010
WII..MING' 0N, F�lc.

B & M Holdings,LLC Permit # 137-10
Page 3 of 3
ADDITIONAL CONDITIONS
General
12) Unless altered herein, all minimization efforts described in the narrative dated 7/6/10 shall be
implemented.
13) Portions of the proposed dredging will take place in close proximity to adjacent piers and pilings. All
reasonable cautions shall be implemented to ensure that the authorized activities do not result in damage
to any such structure. The permittee shall not hold the State of North Carolina or the U.S. Army Corps
of Engineers liable for any such damage.
14) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
15) No vegetated wetlands shall be excavated or filled even temporarily
16) This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
or authorizations that may be required, including any approval that may be needed by the Town of
Topsail Beach.
17) The permittee and/or his contractor shall meet with a representative of the Division prior to project
initiation in order to discuss the conditions set forth in this permit.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
sueh activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 10
0740.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW-
2010-01188.
NOV 2 2 2010

CJ1917'411A -
CAMA / DREDGE & FILL
aENERAL PERMIT
'New Modification Complete Reissue Partial Reissue
�ized by the State of North Carolina, Department of Environment and Natural Resources
Previous permit #
Date previous permit issued
:oastal Resources Commission in an area of environmental c f�cern pursuant to 15A NCAC
s�l Rules attached.
Name J014h/ES �d�4".-�� Project Location: County
—7](�i_!�� Street Address/ State Road/ Lot #(s)
k �r State ZIP
Fax # ( } Subdivision
ad Agent
CW
OEA
PWS
yes Iio�
s EW ;-4"A
HHF IH
1 ;1: ►_1
FC:
yes /&
E5 PTS
U BA N/A
Crit. Hab. yes 1 no,,l
City
ON
Phone # ( } _ _ _ River Basin
Adj. Wtr. Body (nOt
at
Closest Maj. Wtr. Body _ t
Project/ Activity t �" 7.f ��a�/��� .'S 70
l /-�ts►�y� Sri
A) length
W.
er(s)
)gth
nber -
Ij Riprap length _
distance offshore
x distance offshore (f r f,I
annel
sic yards
1P 4P
se! Boatlift����
illdoxing
Length
not sure yes _
not sure yes
UM' nla yes
yes
ttached: yes f
I
fy,r
A�
{Scale:
ig permit may be required by: See note on back regarding River Basin rL

F1T
V
CAMA AND DREDGE AND FILL GENERAL NOV 12 1997
P C R M I T COASTAL MANAGEMENT
lT
L ij MpREHEHEAO
D1 i --b
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15A NCAC 1i 44 . -I Otr --
- rS c_(A4 '41 ki
Pr iA ahnno ltlrrmhar `1 �Ur� Vt ���i
Applicant Name
Address ,5 ? O 7S t t>+i `• 4t 11 L oo
City "+-Nr-� State
Project Location {County, State Road, Water Body, etc.)I) Type of Project Activity �� u �CF
J Zip Ckj
PROJ ECT DESCRIPTION SKETCH � S 4,J A.) (SCALE: ; i 7) }
Pier (dock) length + -
�
Groin length {�
it
number
1 '1� rcY.s3: �•.�
Bulkhead lengthV,171
+d
max. distance offshore
Basin, channel dimensionsI L
t
cubic yards } 4Y-,�y �
9i lr.� �Jflr'el of �t+,li r-� ,
UEa 1W k t� t:� f`n 1e� l ilk Wf1rd
Boat ramp dimensions MM+ of 44-e�
Other btA k�. ona
11515 JJU111t1L Ij iu VjVLL LV VVIIIFIilall— RILII L111] aVF lI .., .—
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine, `���
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1 j this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
permit officer's signature
3o , lfict -4 k, 3v
issuing date TROT ation date
attachments -0 ' � I U o
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee
Management Program.
.�8 6L).

"�y � 4 Y✓•i .. .iT :.. r �, '.w. ��': ..i"- ��r'�• �.. s r..;� .. ?�i ff y� ., •� � ki •,:+,w7
'ri� �., _ i� I ��`ii.�.a •'l' y�: `•+ - `ems f { {,�_r - :!i.-r � ,r •',, ;
SPOIL DISPOSAL LOCATION J
SPOIL DISPOSAL PARCEL FORW.
UPLAND EXCAVATION ,� _
FOR UPLAND EXCAVATION `f 1' 1 !. :. 300' x 200' _.. HWY 17
PIN 3271-64-5212-000 y
FOREHAND AND BRADSHAW PROPERTIES LLC _ .fix °� �,>' =TT" Y` Site
PR
Scotts Hill
,. � , ,�. ,��, j,�'-�u`"_' „ -. ; - • x - - _ �Loop Rd
- ,
Site Location Ma
ti" NTS
'•' - if ' y! ��ty�' , �1 Q .. 3•' ' Y g
1'Q' 1
�� � ';� ,h �`�` ice•. �:� ° ,n*
Ak
�S f _ 00.
I41r
01
' ' � ti w' : v ^ I, i ?'' � i • a pry-' �' _ {* 1
t I w
�' Y • � Lam' ♦ � •� i s• � t t � a ,
4.7
'
'"l: - ''�.' -.� a S _/ - pia d''-r. iL'. s;2 ` t+•rr ...! 10'rm
Legend NOTES:
1. 2020 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
Subject Parcel Boundary -- -- — 2. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
Taxparcels Project: Date: Revision Date:
Spoil Disposal Location Scotts Hill Marina 9�29/2023 NA
DAVEYe Scale: Job Number:
Resource Group Title: 1"=100' DRGNCW23.028
5� 1 �� 2�� 3805 Wrightsville Ave Suite 15 Upland Excavation Drawn By: Sheet Number:
Wilmington, North Carolina 28403 Spoil Disposal Area WAD 1 of 2
910-452-0001
--- Scotts Hill Marina, B&M Holdings LLC\reference\spoil\Upland Spoil.dwg

CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
Pender County, North Carolina
Filed for registration on the —day of —., 2015 at om/pm,
and duly recorded in Book —at Page
Sharon Lear Willoughby, Register of Deeds¢+ 5
11 MI
b
2 ®® N.
y? 3
A � � Q
N/F \ `b ' LOCATION MAP
MARY BETH MORGAN CARLSON et o/
M.B. 56 PG. 79
I \ \ �r /8
c,
224 29E — -- — — — — — —
L.�
- - ACCESS AND UALITY EASEMENT (Md 47 PG 73) �� ssee•
,S.et' rapt
— 5 5T2YY w
— — 550R4'23'E s araTq• E
DOT R� 804.47'
JR — Rya ONTR
o^CORNER/ /
/ /
w� U
� PARCEL /D 3271-64-5212-0000 /
I •I, DUKE ENERGY PROGRESS INC IN 4.24 ACRES
y $ 8.19 AC.+/- a� R• h
TRACT 3
mI _ ^ LEGEND:
� E.I.P. ® EXISTING IRON PIPE
STONE. STONE
RVC/L PL CENTER LINE
RIGHT OF WAY
Q P.K. P.K. SURVEY NAIL
CONTROL t— DISK A D.O.T. RIGHT OF WAY DISK
N 477 SCORNER
N533816 W S / � 0
wl8
IS o SCOTTS HILL BAPTIST CHURCH t�� �Q S
OF WILM/NGTON qScv
. I M.B. 49 PG. 146 taw
N53'3T23-W 1 /
2J
This plot is of an xisting parcel or parcels of load and does not
create o n w st or change an isting street as defined in the
Subdivision eex
Or a e and is exempt from the definition of subdivision
contained i said ubtlivisi, Ordinance.
TUART . BENSON PROFESSIONAL LAND SURVEYOR NO L-2675
I, STUART Y. BENSON, CERTIFY THAT THIS PLAT WAS DRAWN UN „t
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION ( DEFQ� '•.
SHOWN HEREON). THAT THE BOUNDARIES NOT SURVEYED AR
INDICATED AS DRAWN FROM INFORMATION FOUND AS NOTED MERE TH A19
OF PRECISION AS CA ULATED IS I : 20,0001 THAT TH'S P T PAR D 01
ACCORDANCE Va TH . 47-30 AS AMENDED. WITNESS MY OSGI L9 C E
NUMBER AND SEAL, E 30TH DAY OF MARCH, 2015 A.D. S
HART Y. BE SON PROFESSIONAL LAND SURVEYOR NO L-2675
CAPE FEAR SURVEYING, PC
ONE NORTH 6th ST., WILMINGTON, NC 28401
[phone] FAX: [phone]
EMAIL: capefears—eying®yahoo.com
LICENSE It C-3199
�3
APPflOV c-L^rsoATE
/
�M
INITIALS
Fender County Planning Dept.
RAW
_`/ DIS
SURVEY FOR
HALL
FAMILY PROPERTIES OF WILMINGTON, LLC
PAUL STROUD&GRIMSLEY TRUST
NOTES:
4.24 ACRES +/-
TOPSAIL TOWNSHIP
ALL ACCESS EASEMENTS SHOWN OR DESIGNATED ON THIS PLAT
INCLUDE THE TRANSFER OF AN EASEMENT TO FENDER COUNTY.
FENDER COUNTY, NORTH CAROLNA
ITS EMPLOYEES AND AGENTS FOR ACCESS FOR EMERGENCY PERSONNEL
MARCH 30, 2015
(POLICE, FIRE & RESCUE) FOR ADMINISTRATION OF ALL PENDER COUNTY ORDINANCES.
DEED BOOK 4075 PAGE 255
BUILDING SETBACKS REQUIRED TO BE IN ACCORDANCE
WITH THE PENDER COUNTY ZONING ORDINANCE.
GRAPHIC SCALE
ALL NEW ACCESS EASEMENTS SHOWN OR DESIGNATED ON THIS PLAT
INCLUDE THE TRANSFER OF AN EASEMENT TO PUBLIC ENTITIES AND
PUBLIC UTILITIES FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE
OF WATER, SEWER, ELECTRIC AND COMMUNICATION LINES.
( M FEET )
NO USGS CONTROL MONUMENTS FOUND WITHIN 2,000 FEET.
1 inch = 100 EL
a:\Iona P101ecb R2\IWL NWrt].Mg 3/31/Tots 'A's5 PM EDT
rya Y 115

III IIIIIIIIIIIIIIIIIIIIIIIIII IIIII
Dcc No: 20027992
Recorded: 09/01/2017 09:07:25 AM
Fee Amt: $26.00 Page 1 of 4
Excise Tax: $1.700.00
Pander County North Carolina
Sharon Lear Willoughby, Register of Deeds
BK 4660 PG 1100 -1103 (4)
GENERAL WARRANTY DEED
THE ATTORNEY PREPARING THIS INSTRUMENT HAS MADE NO RECORD SEARCH OR
TITLE EXAMINATION AS TO THE PROPERTY HEREIN DESCRIBED, UNLESS THE SAME
IS SHOWN BY HIS WRITTEN AND SIGNED CERTIFICATE.
Mail after recording to:
Forehand & Bradshaw Properties, LLC
7222 Market Street
Wilmington, NC 28411
This instrument was prepared by:
F. Darryl Mills, PLLC
5710 Oleander Drive, Suite 204
Wilmington, NC 28403
File #17-095
Brief description for the Index: 4.24 acres of Hwy 17 in Pender County, NC
Parcel No: 3271-64-5212-0000 Revenue: $1700.00
Delinquent taxes, if any, to be paid by the closing attorney to the county tax collector
upon disbursement of the closing proceeds.
STATE OF NORTH CAROLINA
COUNTY OF PENDER
THIS DEED made this 23rd day of August, 2017 by and between NEIL W. BLAKE III and
wife, RHONDA M. BLAKE, hereafter GRANTOR, and FOREHAND & BRADSHAW
PROPERTIES, LLC, a North Carolina Limited Liability Company, 7222
Market Street, Wilmington, NC 28411, hereafter GRANTEE.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
OLLOCK & POLLOCK

BK 4650 PG 1101 DOC# 20027992
Bk 46K
Pg 1101
WITNESSETH:
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simple, all that certain lot or parcel of land situated in Pender County, North Carolina and
more particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND BY REFERENCE MADE
A PART HEREOF AS THOUGH FULLY SET OUT HEREIN.
Being the same land described in a deed recorded in Book 4604, Page 1142, Pender
County Registry. The preparer of this instrument has been informed that property described
above does not include the primary residence of the grantor, but no independent verification has
been made and none is represented herein.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same in fee simple, that title is marketable and free and clear
of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims
of all persons whomsoever except:
1. All restrictive covenants of record;
2. Ad valorem taxes for the year 2017 and thereafter;
3. All utility easements, permits and rights of way of record;
4. All zoning, land use and planning rules, regulations, ordinances and statutes.
IN TESTIMONY WHEREOF, the Grantors have hereunto set their hands and seals, the
day and year first above written.
NEIL W. BLAKE III, Grantor
RHONDA W. BLAKE, Grantor
W

BK 4650 PG 1102 DOC# 20027992
Bk 4M -
Pg 1102
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, Tracy Wilson, a Notary Public of the County of Brunswick and State aforesaid, do
hereby certify that NEIL W. BLAKE III, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
-ra.
WITNESS my hand and official stamp or seal, this the -?9 day of August, 2017.
a�
Tracy Wilson, Notary Public
My Commission Expires:
June 2, 2021
(AFFIX NOTARIAL SEAL)
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, Tracy Wilson, a Notary Public of the County of Brunswick and State aforesaid, do
hereby certify that RHONDA M. BLAKE, personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed.
WITNESS my hand and official stamp or seal, this the day of August, 2017.
My Commission Expires:
June 2, 2021
(AFFIX NOTARIAL SEAL)
Tracy Wilson,'Notary Public
02
W NOrgq� Z
A�BUG U
Z
cog"9 �Oe o9 ®����

BK 4650 PG 1103 DOC# 20027992
Bk4eW
P9 1103
EXHIBIT "A"
BEING all of the 4.24 acre tract shown in Map Book 57, Page 115, Pender County Registry
bearing Parcel #3271-64-5212-0000 and being further identified as "Survey for Hall Family
Properties of Wilmington, LLC & Paul Stroud Grimsley Trust". Same being or intended to be
all of the real property conveyed in that deed to Alexander M. Hall and wife, Maria C. Hall; and,
Paul S. Grimsley recorded in Book 1131, Page 222, in the Office of the Pender County Register
of Deeds, but LESS AND EXCEPTING the 8.19 acres conveyed to Carolina Power & Light
Company in that deed recorded in Book 1504, Page 147 in the Pender County Registry and the
1.05 acres conveyed to William Howard Simmons H and wife, Pamela H. Simmons in that deed
recorded in Book 1541 at Page 141 in the Pender County Registry.
TOGETHER with all rights associated with the easement approximately 60 feet wide as reserved
by the Grantor in the deed recorded in Book 1504, ,Page 147, Pender County Registry, said
easement being further depicted on the map recorded in Map Book 57, Page 115, Pender County
Registry.

f JfV�3'
Resource Group
I, BRIAN FOREHAND, as the Company Official of Forehand & Bradshaw Properties,
LLC and owner of PIN 3271-64-5212-000 in Hampstead, Pender County, grant the
applicant, B & M Holdings c/o 1eb Bradshaw, for the Scotts Hill Marina project,
permission to place approximately 1,700 cubic yards of upland excavation spoil on
the subject pin as shown on the attached Spoil Disposal Area Figure.
Signed
l z 2 z .
Date
—.— a-, >^-- - DR........ 041% hG^, nAi%4 r-.... n.cr. icy nnrn

- a'�_: � - '�- ';�. -: .•� �• - ; :,R:ar.' n!.g{ - il'k YCL' �r - - is . � ,.
S
,
,•' "ti�, �. � >. ,:: � ,,, t°. .w +fit' I.' _ , • �..e
,
k
,
r > ,
t
c
d
,
it Mtf .jE;: -� ! • 3., . ,� `•�. 7,.• _ T
1.
,.I
/s�`. � � � •�F'^/>� „ .,�� "" •�- x�. _ .ate —� r w..._'. \ ._, !`� �� ,•�1;j(�:.
x SPOIL DISPOSAL PARCEL ;'h x !d
sr Cn yy
O FOR DREDGE EXCAVATION
w-.
v PIN 4214-83-8898-000L SPOIL DISPOSAL LOCATION
LEWIS GLENN MATTHEW `r-. �' '� FOR DREDGE EXCAVATION '
r ,
r
tr ye X 200'
i
Vp�. .ii5n ,1. .//�, / y+r- ,x,. MF � ,,p�,�
r , a O
k /. R'Y��,.r . �•�A' �C ,c� _ S ',� ,,,E �.:. /I.' �'� '� •�� 'Y q -
�.�; ,�s .ri/ .T^ '.i r• ?F � w' r'�� _-5r_ �s. ... ter �F' �.>,x ^t
L r� *�-Fw,l'`.
r/ 'f �" �. y� . ..✓'� q„ r � ,., L r •r � {i' MI *'i.. � •.I . I I
rrG, � •.
✓ ."i rwv„ �4`.i" . �. •� yam_
i�
rr
!•' if 5. i/ .. fie. ..,'- t' t`• .d". N.
r a
�. {ram •. � �� � g t4�. �-•) ,,�h t: J 1 '
a �• au fi `
rd
4115
A r.
w•' �r�.. � � ems' r � fi .t �-` -
a
vs r N,11
A
e
Legend NOTES:
1. 2020 PARCELS FROM NCONEMAP. 2023 AERIAL FROM NEARMAP.
Subject Parcel Boundary -- --'— 2. NOT A SURVEYED OR ENGINEERED DRAWING. FOR ENVIRONMENTAL PERMITTING ONLY.
Taxpareels Project: Date: Revision Date:
Spoil Disposal Location Scotts Hill Marina 9/29/2023 N/A
DAVEYe Scale: Job Number:
Resource Group Title: 1"=100' DRGNCW23.028
3805 Wrightsville Ave Suite 15 Spoil Disposal Location Drawn By: Sheet Number:
0 50 100 200 Wilmington, North Carolina 28403 WAD 2 of 2
1111110111111111111 910-452-0001
-:\CAMA\2023 CAMA FILES\DRGNCW23.028 --- Scotts Hill Marina, B&M Holdings LLC\reference\spoil\Spoil.dwg

MAP OF SURVEY
THE DIVISION OF LANDS OF MRS. EVA LEWIS
NOT TO SCALE - ORIGINAL IS 149" x 52"

::. 01K94 PC002 t 3Pr,13I
F3K 9 I
FII-rD
�� ;r ' ✓IS ' 93 DEC 15 P19 3 22
EXCISE TAX
i{.;; !... `.','i1CHOOD ECORDING TIME
TAX LOT NO I'' ''PARCELIIpENTIFIER NO
VERIFIED BY PENDER COUNTY ON THE DAY OF , 1992
BY
MAIL AFTER RECORDING TO: MR. GLEEN'N M. LEWIS
THIS INSTRUMENT WAS DRAFTED BYR : ay C. Blackburn, Jr., Attorney
at Law, PO Box 895, Hampstead, NC 28443. The attorney preparing
this instrument has made no record search or title Jekaminat"iPn
of the title to the property described, unless the aaTne'sh8wn
by his written and signed certificate. ;`��211>
_ i 4
GENERAL WARRANTY DEED
WITH LIFE ESTATE RESERVED C- C-) f O
m
THIS DEED, made this day of DECEMBER ~-Vp3n by3 an' ,
between o ry
y o
GRANTOR: IVEY WILLIAM LEWIS and wife, VERONA BLALSCKC gEWIS
GRANTEE: GLENN M. LEWIS
The designation GRANTOR and GRANTEE as used herein shall
include said parties, their heirs, successors and assigns, and
shall include singular, plural, masculine, feminine or ,neuter as
required by context.
WITNESSETH
That the GRANTOR, for a valuable consideration paid by the
GRANTEE, the receipt of which is hereby acknowledged, has and by
these presents does grant, bargain, and convey unto the GRANTEE,
subject to the life estate of the GRANTOR which is retained by
GRANTOR, the below described tract or parcel of land in Topsail
Township, Pender County, North Carolina and being more
particularly described as follows:
THAT PROPERTY MORE 'PARTICULARLY DESCRIBED IN THAT EXHIBIT
"A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.
TO HAVE AND TO HOLD the aforesaid tracts or parcels of land and
all privileges and appurtenances thereunto belonging to the said
GRANTEE and his/her heirs and assigns in fee sl.uple,
t:o t
Recorded and "OrIfictl
wicegood
Joyce'al. S^
Pondar Cu�,:�L;, I:C Register 0" Deeds
nr Fender County+ T�
,: G+

E)n91+8PT003
DOUR 132
BUT RESERVING A LIFE ESTATE for the life of the GRANTOR.
AND THE GRANTOR COVENANTS with the GRANTEE, that the
GRANTOR is seized of the premises in fee simple, has the right
to convey the same in fee simple, that title is marketable and
free and clear of all encumbrances, except as hereinafter set
out, and that the GRANTOR will warrant and defend the title
against the lawful claims of all persons whomsoever except for
the exceptions hereinafter stated.
TITLE TO THE HEREINABOVE DESCRIBED PROPERTY IS SUBJECT TO
THE FOLLOWING EXCEPTIONS:
- 1993 Pander County Ad Valorem Taxes,
- Restrictions of Record,
- Utility Easements of Record,
- 'zoning and other governmental regulations in force in
Pander County
A LIFE ESTATE is hereby reserved unto GRANTOR for their
natural life in the described premises.
IN WITNESS WHEREOF, the GRANTOR h s hereunto set his hand
and seal, the day and year -first above, ritten.�N
t..�J .=7 (SEAL)
IVEY ILLI ZEWIS , )
�i !i2/ (SEAL)
VERONA BLALOCK LEWIS
STATE OF NORTH CAROLINA
COUNTY OF Alelr) Yla n aYP_(
I, ..Qf) -A A Z b; A'�- a Notary Public for
said County and State do hereby ce tify that IVEY WILLIAM LEWIS
and VERONA BLALOCK LEWIS personally appeared before me this day
and acknowledged the execution of the foregoing instrurdR'"`fMar,,
the purposes therein expressed. �.�` L(H A. q,
Wit Less my hand and notarial seal, this
1993. v • •
� ^` NOTARY
(SEAL/STAMP) �C �' C�.�4 016 J I —
Notary Public BLIC
My commission expires: �' ''��,� •',� �:

,9'18n
con, i1
tl//
n
EXHIBIT "A" TO DEED FROM IVEY WILLIJ(2EVCUa wife VERONA
BLALOCK LEWIS TO GLENN M. LEWIS
TRACT 1: Being in Topsail Township, Pender County , North
Carolina and being more particularly described as:
BEING a one half undivided interest: in all of Tract # 3 as
shown on a map recorded in Map Book 15 at Page 80 of the Pender
County Registry.
TRACT 2: Being in Topsail Township, Pender County, North
Carolina and being more particularly described as:
Beginning at a point that is North 37 degrees 26 minutes,
West 772.3 feet, North 38 degrees 55 minutes West 145.8 feet and
North 40 degrees 13 minutes West 518.5 feet from the
Southwestern corner of Tract #5 as shown in a map of the
division of lands of Mrs. Eva Lewis recorded in Map Book 15 st
Page 80 of the Pender County Registry; said beginning point
being the northwestern corner of a tract conveyed by Grantors
herein to Mark Lemuel Lewis by deed recorded in Book 856 at Page
045 of the Pender County Registry; Running thence from said
beginning point North 40 degrees 13 minutes West 1,436.6 feet
with the eastern line of SR 1564 to a point in the eastern line
of SR 1564; running thence North 18 degrees 09 minutes West 30.4
feet to a point in the Southern right of way line of Sr 1563;
running thence North 5 degrees 48 minutes East 357.8 feet to a
point in the right of way line of SR 1563 where said SR 1563
.intersects with SR 1561; running thence a line that is North 58
degrees 35 minutes East 77.9 feet, to a point that is in the
Southern right of way line of said SR 1561; Running thence with
the Southern line of SR 1561 South 83 degrees 07 minutes East
117.1 feet to a concrete post; Running thence with the Eastern
line of said Tract #5 South 40 degrees 08 minutes East 1620.9
feet to a point in the eastern line of said tract #5; running
thence a new line South 52 degrees 37 minutes West 427 feet,
more or less, to the Western line of said Tract #5 and to the
point of beginning.
North Carolina . Petnler County
The foregoing (or ::::acsca) certificate of
/ is ccrtil? .. to: itc. tA cL
A.D. 1993
JOYCE M. St`t,_'00,0 - Register of Deeds
�p<tt ' L Register of De is
11

005
EXPLANATION STATEMENTTO CORRECT OBVIOUS MINOR ERROR(S) MADE IN
AN INSTRUMENT AS ORIGINALLY RECORI)E11.
RE: nooK
PAGE �_!.�-. '.....
RECORUEU 1N '1'!IE COUNTY RRG.LS'PRY.
NAMES OF ALL, PARTIES llTO THE, OR IC,I NAT, I NSTRUME(N:'1':
GRANTORS
C. �C�lc)15
GRANTEES C; 1e.h�,• n�.Lt�1-- - -------
STATE OF NORTJT C1� OLINA
COUNTY OF fc'
I/WE, The Undersigned, herebY certiry that L•he following
corrections are mado in the AbovF namod recorded instrument in accordance with the provi.stons or V.S. q7-.3F. 1 rat:lE.tec7 June 30,
140G.
DESCRIPTION OF C—ORRECTIONS(S) Q91
...��i_L'_� _!=• c- • �'Yi_1 _CAL-L_G.C�. _ ._._..- .------- _._..�
This the day of 19
(Seal)
CEO S,ra.- ✓1GEY �
(Seal)
--_ (Seal)
- — (Seal)
This explanation statement together w.t)h the attah ced instrument
duly rerecorded at ,Z:' o'clock M this the _ /() day of
19•4 .in the Rook and Page shown on the
first pa here f.
_ JOiGr. Gi. S1►ICEGOOD i3y`
Register of Deeds UeputY t Register o

n
DAVEY-5
Resource Group
I, GLENN LEWIS, as the owner of PIN 4214-83-8898-000L in Hampstead County,
grant the applicant, B & M Holdings c/o Jeb Bradshaw, for the Scotts Hill Marina
project, permission to place approximately 7,500 cubic yards of dredge spoil on the
subject pin as shown on the attached Spoil Disposal Area Figure.
Signed
Date
www.davey.com • Phone: 910.452,0001 • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

State Stormwater Permit Exclusion SW8
100920, April 30 2015 103,859 sq ft
Current BUA I 102,142 sq ft
Impervious / Pervious Calculations
Structure
Approximate Square Footage
Existing Building
4,000
Existing Concrete
10,500
Existing Gravel to Concrete or Asphalt
87,500
Total
102,000
Existing Grass to Concrete Forklift Drop
3,100
Upland Gravel Excavation
-5,200
Existing Gravel to Grassed Buffer
-2,700
Existing Gravel to Grassed Buffer
-1,500
TOTAL PROPOSED BUA
95,700 sq ft
NET FROM SW8 100920
- 8,159 sq ft impervious
Impervious / Pervious Calculations by AEC
75' AEC
Existing Impervious
15,033
Existing Pervious
14,495
Proposed Impervious
17,508
Proposed Pervious
12,020
NET
+ 2,475 sq ft impervious
30' AEC
Existing Impervious
29,175
Existing Pervious
6,682
Proposed Impervious
22,379
Proposed Pervious
13,478
NET
-6,796 sq ft impervious

i
TOPSAIL TOWNSHIP
VICINITY MAP (NOT TO SCALE)
oa I I I
-
I I I
I I
P
\ \ \
-
E
SIMMONS DRIVE-
I -
�
-
(60' PUBLIC RIGHT_ OF -WAY) -
�-
GRASS O
O
DRY STACK 100
N/F
PID ILLIAM C LANI -0000
WI C CANTER
N/F
PID 3280-26-7976-0000
JOSEPH H SPG. ELL
28 JR
DB 3952 PG. 287
I
/
15
DB 1150 PG. 175
PB OS PG. 54
O5 PG. 54 PB
LOT 13
O
GRAVEL
N
N25°25'11"E 8.40'------
/ G�,N
I
S63°49'55"E - - 195.78' - -
♦ ESP _S54°04'49"E
��
QJ
DRY STACK -
WOOD WALL -
- -
_ 96
'GRASS
GRASS W000 PRRIER -
GRAVEL \BLOCK WALL
GRAVEL
/ P
N/
GRAVEL GRAVEL
J
IC GRASS
M 1. \ PORTABLE
\ Z DRY STACK
\ SIGN
CONIC. BASE
T, \ Aso sCIo�
A
Q GRASS
\'7 \
PARCEL CURVE TABLE
CURVE M
RADIUS
LENGTH
CHD. BEARING
CHD. LENGTH
C-1
477.46'
1254.66,
N2210'09-W
251.65'
Cr2
141.09'
95.18'
N5530'25-E
93.38'
C-3
248.14'
171.29'
S85-2335"E
167.91'
RIPRA
CGNC.
\ RIPRAP
GARAGE
� I
10
NORTH CAROLINA
FENDER COUNT/
I, Anthony L. Dlllinger, certify that this existing condition survey was field located and
drawn under my direct supervision The subject parcels are referenced in the Pander
County Register of Deeds from Deed Book 3635 Page 064; that the boundaries not
surveyed are clearly indicated as broken lines from record information; this survey tices
not meet N.C.G.S.47-30 standards and is not for Recordation, Conveyance or Sales.
Professional Laf Surveyor Number L-
�-
LANDSCAPE
28.17'
CONIC.
RAMP
MP ®° 4 ®�..� -Ke m v ..- - �..-" o -. -_, e e � /CONIC.
AREA
S26'2S''11'
FLOATING DOCK
PARKING
J BLOCK (TYP.)
LANDSCAPE
AREA
ONG.
32.81
/PILINGS
�cPs 1
DECK
N/r/
GRAVEL
RESTAURANT
22.65
PID 3280-26-2979-0000 \ \
S63'28'26"W
B&M HOLDINGS LLC =z
ELEVATOR
�
9.90
DB 3635 PG. 064 \
PB 05 PG. 54
MHW
5.131 AC / 223,516 SF
�
ZINGS
RAMP
�
I CONIC
/RAMP
CONCH
ws z
-
Q GRAVEL r1A0
TRUCK t7•
CONIC. FLO11l1NG DOCK
BULKHEAD
STORM
INLET
6ULKHEAD
PILINGS
FLOATING DOCK
GRASS GRASS
GRAVEL
Q� _
6�6 _ BULKH
N54 08'S5"�y
5$ i�h yS
133.00,
�N4 - GRASS
MHW
/I
INLET I S20'?H"IN BULKHE`
MARSH•,_
AREA
/
GRASS
19. MHW
1S2'
/
PID 3280- 26-26-3795-0000
GRAVEL
CAROL B TS
�
G. 70
DB 4669 PG. 702
N/F
�tOM•
PS 62 PG. 93
PID 3280 6 0000
LOT 2R
I
ARDIN
TONI B HARDIN
B
DB 4669 PG. 706
PB 62 PG. 93
LOT 3R
v
I
IRM / �1fj
T
CONCRETE AREA TABLE GRAVEL AREA TABLE
SCALE: 1 " = 40' CONCRETE 12,107 SF I GRAVEL 101,295 SF
GONG. FOOTERS 400 SF RIPRAP 159 SF
0 20 40 80 120 160 PARKING BLOCKS 180 SF
DOCKS AREA TABLE
FLOATING DOCKS
13,044 SF
RAMPS
352 SF
DRY STACKS
10,960 SF
BUILDING AREA TABLE
RESTAURANT
2,832 SF
GARAGE
260 SF
ELEVATOR
29 IF
DECK AREA TABLE
WOODEN DECKING
7,625 SF
WOOD BARRIER
45 SF
WOOD WALL
40 SF
BULKHEAD AREA TABLE
BULKHEAD
1,184 SF
RUNGS
169 SF
BLOCK WALL
121 SF
SURVEY NOTES
LEGEND
EIP............ EXISTING IRON PIPE
EIR............ EXISTING IRON REBAR
NS.............NAILSET
N IP............NEW IRON PIN (5/8" REBAR)
OR.............COMPUTED POINT
RW MON.,.RNV MONUMENT
CL.............CENTER LINE
PL..............PROPERTY LINE
CB..............CATCH BASIN, CURB INLET OR
DROP INLET
MHW......... MEAN HIGH WATER LINE
EB..............ELECTRIC BOXES
T ................TELEPHONE/CABLE BOXES
TP..............TELEPHONE PEDESTAL
WM............WATER METER
WV
............. WATER VALVE
HYD ........... HYDRANT
ICV.............IRRIGATION CONTROL VALVE
SCO.......... .SEWER CLEANOUT
LINE SURVEYED
- LINE NOT SURVEYED I RNV
CENTERLINE
------- EASEMENT LINE
SETBACK LINE
TOPSAIL SOUND
1. This plat is delved from information gathered by an actual field survey made by this office
and platted March, 2023. The purpose of this survey is to show the existing conditions of
the subject parcel and this survey does not depict a Boundary Survey.
2. Horizontal datum used for this project is NAD 19831 NSRS 2011 (US Survey Feet).
3. The ground control coordinates are localized coordinates based on State Plane coordinate
for "GPS 1 8 GPS 2".
4. The primary survey control azimuth was established using the NO VRS Network and
localized using site control.
5. All distances are horizontal ground measurements unless otherwise noted.
6. All areas computed by coordinate computation method.
7. Subsurface utility investigation was not performed as a part of this project.
8. MHW Line is interior of Bulk Heads except as shown.
AZIMUTH CONTROL POINTS
POINT
NORTHING
EASTING
GPS 1
206,835.834
7382,689.099
GPS 2
206,942.672
2,382-21"A74
O
a
Kn LL
U ik
m ~ ID
N
U
� OWE
ut E� E
m ID
i N°0
L T)
C0 V K 0 C N
rO^ Kc5 r Z m
vU UCN
Jt�^� ❑ cup 433i
c4E33
�' (l < ;,1 rn w
O j GO
d W 00 Kh
7
^Ul
^` �
Of Q
Z
oU o1-
„J oo
of //� aD CD 0
V) ¢ = '^ � U
O z
o Z
H
OJ Cn O _O
0 O Q
cn O
O = aO
_J p
O U
Of 0 LU ~
W W
_ m W
LU
DATE SCALE
03/17/23 1" = 40'
DRAWN BY CHECKED BY
AD RAP
REVISIONS
IMPERVIOUS LOCATION
SHEET
1 OF 1