20190554 Ver 2_CAMA Application_20200415

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Preservation Point Partners c/o Scott Rye
2. LOCATION OF PROJECT SITE: 1505 Castle Hayne Road in New Hanover County, adjacent
to the North East Cape Fear River and Smith Creek.
Lat:34°16"08.83"N Long:77°56"30.00"1N
3. INVESTIGATION TYPE: CAMA/ D & F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 2/20/20 (with Agent)
5. PROCESSING PROCEDURE: Application Received 2/13/20 Complete - 3/24/20
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover County
Land Classification From LUP - Highground- General Residential
Open Water- Conservation
(B) AEC(s) Involved: EW, ES, PTA, CW
(C) Water Dependent: Yes
(D) Intended Use: Community
(E) Wastewater Treatment: Existing - None
Planned - Future tie-in to municipal system
(F) Type of Structures: Existing - Undeveloped Land
Planned - 133 housing unit subdivision, 98 slip community
marina, boardwalks, observation pier, two kayak launch docks,
activity center with associated amenities, open air pavilion,
roads, utilities and grading
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Section 404
1,656 sq. ft.
4263 sq. ft.
Shaded
(B) Section 404/Coastal Wetlands
22,619 sq. ft.
(C) Open Water
300 s ft.
q�
15,342 sq. ft.
(breakwater)
(d) Other (Highground)
9,832 sq. ft.
(amenities)
Total 55 Acres
(D) Total Area Disturbed: -56 Acres
(E) Primary Nursery Area: NECFR - Yes; Smith Creek - No
(F) Water Classification. NECFR- SC, Sw; Smith Creek - C;Sw Open: No
8. PROJECT SUMMARY: The applicant is proposing to construct a 133 unit subdivision, open
pavilion and amenity area, boardwalks and a 98-slip community marina within the Northeast
Cape Fear River, including two kayak launches on Smith Creek and an un-named tributary,
adjacent to the Northeast Cape Fear River (NECFR).

Preservation Point Partners c/o Scott Rye Page 2
9. PROJECT DESCRIPTION:
The project site is located at 1505 Castle Hayne Road, in Castle Hayne adjacent to the Northeast
Cape Fear River (NECFR) in New Hanover County. There are 5 parcels that make up the project area
adjacent to Castle Hayne Road north of Smith Creek. Parcel ID's are R04100-001-002-000, R04100-
001-016-000, R04100-001-015-000, R041000-001-028-000 and R04100-001-150-000. The site is
located approximately 0.2 miles north of the HWY 133 exit ramp off of MILK Parkway on the left. The
water dependent portion of the project site is bordered by the NECFR to the west, Castle Hayne Road
to the east, Smith Creek to the south and an un-named tributary to the north.
The project site is comprised of five individual tax parcels totaling approximately 234-acres, which is
owned by Preservation Point Partners, LLC (applicant). The entire project site has approximately
2,170 linear feet (LF) of shoreline frontage along the NECFR and Smith Creek and has elevations of
25 ft. above normal high water (NHW). Parcel R04100-001-002-000 is the largest and is adjacent to
the NECFR, Smith Creek and the un-named tributary. A relic spoil island known as "Corbett Island"
is also located on this parcel.
From the mainland, the highground area transitions towards the west into an area of section 404
wetlands, and then into a large span of Narrow Leaf Cattails (Typha spp.), measuring approximately
1500 ft. in width. This marsh area is transected by extensive historical ditching which connects to
Smith Creek located to the south of the project site, and an unnamed tributary to the Northeast Cape
Fear River on the northern portion of the project site. The existing ditching within the project site is
navigable with water depths at approximately -2 to -7 feet at normal low water (NLW).
The approximately 9 acre highground spoil site area on the most western portion of the project site
is adjacent to the NECFR. This area appears to be an old spoil dome from previous dredging
events, which currently consists of upland vegetation including oak and pine trees. The vegetation
then transitions into a span of Phragmites and then Coastal Wetlands consisting primarily of Giant
Cordgrass (Spartina cynosuroides), Sawgrass (Cladium jamaicens), Bulrush (Scirpus spp.) and
Smooth Cordgrass (Spartina altemiflora). The spoil island has an elevation of approximately 10 ft.
above NHW.
The application states that permits have been obtained from the USACE for Section 404 wetland
impacts for road construction and infrastructure on the highground portions of the project to the east.
The application states that permits have been obtained from the USACE and DWR for 0.379 acres of
permanent Section 404 wetland impacts for 7 road crossings and 0.015 acres of temporary impact for
infrastructure installation (SAW-2019-00719, SAW 2009-04010, SAW-2007-04010 and SAW-2007-
03781) (Attachment K) and NC DWR Permit No. 2019-0554 V1 was issued on 6/11/19 (Attachment
J). The applicant further states that low density stormwater treatment for discharge to the NECFR
was authorized by NC DEMLR (SW8 190701) on 7/16/19. Additional authorizations that have been
obtained include a New Hanover County (NHC) Land Disturbance Permit (29-19) issued on 1/17/20,
a NHC stormwater permit (784-12/20/19) issued on 12/20/19 and a NHC Special Use Permit for
marina construction (Z17-09) issued on 1/24/20 (Attachment Q).
The application indicates that the Cape Fear Public Utility Authority sewer services are not yet
available to the subdivision. Onsite septic is proposed for the development of the amenities on the
spoil island. The applicant has stated that comments from the NC State Historic Preservation Office
and the US Fish and Wildlife Service from the previous permitting process indicated that the proposed
work would not likely adversely impact

Preservation Point Partners c/o Scott Rye Page 3
the adjacent resources. Previous authorization for wetland impacts were mitigated by payment to the
NECFR Umbrella Mitigation Bank (NECFRUMB) (Appendix L), it is not clear if all impacts have been
completed at this time.
The Wilmington -New Hanover County LUP classifies the upland areas of the project site as General
Residential and the open water as Conservation. The waters of the NECFR are classified as SC; Sw
and the waters of Smith creek as classified as C;Sw by the NC Division of Water Resources (DWR).
The NC Division of Marine Fisheries (DMF) has designated this area of the NECFR as Primary
Nursery Area, but Smith Creek is designated as inland waters, and not designated as a PNA. Both
areas are closed to the harvesting of shellfish. The USACE federally maintained navigation channel
is located approximately 830 ft. waterward of the NHW level. The width of the river in the project
location is approximately 1320 ft. across the river.
PROPOSED PROJECT:
The applicant is proposing to construct a 133 unit subdivision, open pavilion and amenity area,
boardwalks and a 98-slip community marina within the NECFR, including with two kayak launches
within Smith Creek and an un-named tributary, adjacent to the NECFR. The applicant proposes an
open water marina that would serve the proposed upland subdivision.
The main high ground portion of the project is included in this project application, however, the majority
of the wetland impacts are already previously authorized under the aforementioned permits from the
USACE and the NCDWR. The proposed upland development includes 133 residential unit subdivision
infrastructure including: roads, utilities, stormwater system and land clearing resulting in a total of
approximately 55 acres of disturbance. An 0.1 acre (4263 sq. ft.) of permanent Section 404 wetland
impact is being proposed for a 36 ft. by 46 ft. scour hole and two areas of rip rap measuring 8 ft. by
10 ft. and 16 ft. by 22 ft. for stormwater conveyance. A road crossing is also proposed for an additional
2372 sq. ft. of impact for a total of 0.48 acres of cumulative permanent wetland impacts project wide
(see Narrative, MP-2, Sheet CW-1, Sheet CW—D1 and Appendix F). The applicant estimates that
there will be approximately 0.81 acres of temporary wetland impacts project wide. The applicant is
currently proposing to purchase an additional 0.2 acres of riparian restoration credit from the
(NECFRUMB) for the additional proposed impacts. The application states that approximately 24.5%
of the entire project area would be covered by impervious and/or built upon area. As proposed the
upland development would be located outside the 75 ft. Estuarine Shoreline Area of Environmental
Concern (AEC).
From the high ground a 1627 ft. long by 10 ft. wide boardwalk is proposed beginning between lots 2-
41 and 2-42 to connect the subdivision to the spoil island where the amenity area is being proposed.
A 15 ft. by 15 ft. gazebo is proposed on the west side of the boardwalk adjacent to the beginning of
the boardwalk. This gazebo would shade approximately 56 sq. ft. of Section 404 wetland area and
would be elevated 4 ft. above the wetland substrate as would the entire boardwalk that spans wetland
area. The proposed boardwalk would span over both Section 404 and Coastal Wetland Areas (see
Sheets 1-1, A-1 and A-2). The applicant has included a letter from the New Hanover County fire
department indicating that the boardwalk would need to be 10 ft. in width to meet code (Appendix M).
There is an approximately 10 ft. wide section of navigable water that will be spanned with a minimum
of 6 ft. of clearance above NHW to allow continued navigation (see Sheet A-1 profile). The applicant
is proposing a 20 ft. wide temporary construction corridor with 10 ft. being the boardwalk template and
the other 10 ft. adjacent to the boardwalk for potential wetland impacts. The proposal states that
logging mats would be used to cross wetlands and that any impacted areas would be returned to the
original grade and contour.
The proposed boardwalk would terminate at the spoil island and would lead to two mulched cart paths
circumnavigating the spoil island and providing access to the proposed kayak launches and the

Preservation Point Partners c/o Scott Rye Page 4
outdoor pavilion (see Sheet 1-2). Walking paths are also proposed throughout the spoil island. The
northern cart path would lead to a canoe/kayak launch adjacent to an unnamed tributary, which is
approximately 56 ft. wide in this area (see Sheet B-1). A 23 ft. long by 13 ft. wide (299 sq. ft.) kayak
storage area is proposed on the high ground to the south of the proposed pier. A 9 ft. long by 19 ft.
wide (171 sq. ft.) gazebo is proposed on the high ground leading to a 231 ft. long by 6 ft. wide pier
spanning both Section 404 and Coastal Wetlands. The pier would terminate in an 18 ft. long by 8 ft.
wide T-head with two 8 ft. long by 3 ft. wide floating docks on either side oriented perpendicular to the
shoreline. This unnamed tributary is not designated as a PNA and water depths are approximately -
1.5 ft. at NLW. The southern path would also lead to a canoe/kayak launch with an additional 23 ft.
long by 13 ft. wide (299 sq. ft.) kayak storage area to the north of the proposed pier, this launch is
adjacent to Smith Creek within a mosquito ditch that measures approximately 43 ft. across (see Sheet
C-1). An additional 9 ft. long by 19 ft. wide (171 sq. ft.) gazebo is proposed on the high ground in this
location leading to a 216 ft. long by 6 ft. wide pier spanning both Section 404 and Coastal Wetlands.
The pier would terminate in an 18 ft. long by 6 ft. wide L-head with one 8 ft. long by 3 ft. wide floating
dock to the west oriented perpendicular to the shoreline in water depths of less than -1 ft. at NLW.
The proposed kayak dock would not exceed 1/4 width of the waterbody and Smith Creek is not
designated as a PNA.
Both northern and southern cart paths lead to the proposed 55 ft. long by 100 ft. wide open air pavilion
on the western side of the spoil island. Other proposed amenities on the high ground of the spoil
island include a 1,407 sq. ft. miniature golf course and two 44 f.t long by 20 ft. wide pickle ball courts.
According to the applicant the total BUA for the amenities area would be 9,832 sq. ft. Mulched parking
areas are located adjacent to the kayak launch piers, the pickle ball courts and the proposed outdoor
pavilion (see Sheet 1-2). A path leading from the open air pavilion to the marina would terminate at
the wetland line. As proposed the upland development would be located outside the 75-foot Estuarine
Shoreline Area of Environmental Concern.
A fixed pier measuring approximately 330 ft. in length by 10 ft. in width, with a 20 ft. wide temporary
construction corridor within the wetland areas, would cross wetland areas to access the proposed
community marina. Approximately 320 ft. of the marine docking facility extends below NHW. The pier
would lead via access ramp to a floating dock, extending into the NECFR, measuring approximately
101 ft. long by 10 ft. wide in water depths ranging from —2.2 ft. —9.5 ft. at NLW. This floating dock
terminates at a 909 sq. ft. long by 10 ft. wide main floating dock, oriented parallel to shoreline, that
provides access to the proposed 98 boat slips (see Sheets D-1 and D-2). As proposed, 48 floating
finger piers, each measuring approximately 30 ft. to 50 ft, in length by 4 feet in width would extend
both waterward and landward from this main floating dock spine, and would be spaced approximately
30ft.- 50 ft. feet apart with a total of 63 tie pilings. Two 85 ft. long by 8 ft. wide floating docks are
proposed at the northern and southern ends of the access float. The proposed slips would
accommodate approximately 98 designated vessels ranging from 20 feet to 45 ft. in length in water
depths ranging from -9 ft. to -13 ft. at NLW.
The applicant is also proposing to construct two approximately 150 feet in length by 1 feet in width
"debris deflectors" or breakwaters adjacent to the north and south end of the marina. (see Sheets D-
1 and D-2). The proposed debris deflectors would be located approximately 350 ft. waterward of
NHW at the farthest point point. The proposed debris reflector would be constructed of vertical pilings
with 10" horizontal pipes, the pipes pipe would be attached to the pilings, float from just above the
water level, and extend approximately 5 ft. below the NLW level. The vertical support pilings would be
painted along the water level with reflective paint. As proposed, the breakwater would extend
waterward of the proposed marina and the southernmost deflector appears to be approximately 22 ft.
beyond the'/4width of the NE CFR in this area.
As proposed, the marina would extend approximately 320 ft, into the NECFR. The submitted
application indicates that the width of waterbody is approximately 1285 feet across the NECFR at the

Preservation Point Partners c/o Scott Rye Page 5
project location. The'/4 waterbody width setback shown on the submitted work plan drawings appears
accurate. As proposed, the open water marina does not appear to exceed the %4 width limitation, but
the proposed southern debris deflector is just beyond the 1/4 width. Further, the application states
that all proposed structures would meet the USACE setback requirement.
ANTICIPATED IMPACTS:
The proposed community marina and Kayak Launches would incorporate approximately 30,317 sq.
ft. of Estuarine Waters and Public Trust Area, which includes the marina, access piers and kayak
launches. As proposed, the marina does not appear to exceed the %4 width limitation. As proposed,
the open water marina configuration would accommodate up to 98 permanent vessels. The application
states that the existing water depths in the location of the proposed marina ranges from -9 feet to -13
feet @ MLW, depths have been field verified. The proposed breakwater structure would extend
approximately 350 ft. into the waterbody and would incorporate 300 sq. ft. of open water area. This
area of open water within the NECFR is known for strong currents, especially when exacerbated with
prevailing winds, so it may be worth noting this as a safety concern, and may require future
modifications of the current configuration.
The proposed development would shade approximately 22,619 sq. ft. Section 404/Coastal Wetlands.
High ground development on the spoil island would impact an additional 9,832 sq. ft. of area. An
additional approximately 4,263 sq. ft. (0.10 acres) of Section 404 wetlands are proposed to be
permanently impacted. As stated, the proposed upland development and previously authorized upland
development would result in approximately 56 acres of disturbance and approximately 24% of the
entire tract would be covered by impervious and/or built upon area. As proposed the upland
development would be located outside the 75 ft. Estuarine Shoreline Area of Environmental Concern
(AEC).
Submitted by: Tara MacPherson Date: 4/8/20 Office: Wilmington

joutkern Environmental Group, Inc.
53 1 5 Soutk College K-4 Suite L Wilmington, NC 2841 2
Prone: 910.452.271 1 Fax: [phone] Web: WWW.SCgi.U5
12 February 2020
Hand Delivery
NC Department of Environmental Resources
Division of Coastal Management
Attn: Mr. Tyler McGuire
127 Cardinal Drive Extension
Wilmington, NC 28403
Re: CAMA Major Permit Application
Preservation Point Residential Subdivision and Marina Facility
1505 Castle Hayne Road, New Hanover County
Dear Tyler,
FEB 13 2020
Project #:07-007.02
Southern Environmental Group, Inc. (SEGi), on behalf of Preservation Point Partners, LLC (see Attachment 1), is
submitting the attached CAMA Major Permit Application, with associated supporting information and documentation
(Attachment 2) and Four Hundred Dollar ($400.00) CAMA Major Permit Filing Fee (see Attachment 3), for the
proposed "Preservation Point" single-family subdivision project. A CAMA Major Permit is being sought to authorize
work and structures that are to take place within the NC Division of Coastal Management's Estuarine Shoreline Area
of Environmental Concern and Public Trust Waters and Lands, as well as within the US Army Corps of Engineers'
Section 404 wetlands.
It is our hope that the information found within and attached to the application is sufficient, for the DCM and other
permitting agencies, to process the request for authorization to perform the proposed work. However, should you have
questions or concerns, please call me at 910.228.1841.
Thank you, in advance, for your time and assistance with this project. We look forward to hearing from you.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
Attachments (3)
lREC9zI '
DCM VWLMNGTOR NC
FEB 1 3 2020

Southern environmental Group, Inc.
5515 South College Road, Suite E- • Wilmington, NC 2841 2
Phone: 910.452.271 1 • Pax: 910.452.2899 Web: www.segi.us
Preservation Point
CAMA Major Permit Application
Supporting Documentation
Prepared for
Preservation Point Partners, LLC
9827 Cogdill Rd Ste 1
Knoxville, TN 37932
Prepared by
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Date��
10 February 2020
MAR 0 S 2020
DCM WIs INLGTON, INC

Preservation Point CAMA Major Permit DEG
Introduction:
Southern Environmental Group, Inc. (SEGi) has been retained by Preservation Point Partners, LLC, herein referred to as
"Applicant", to secure a CAMA Major Permit for four (4) water dependent structures, which will encroach over Public
Trust Waters and Lands, and impacts to Section 404 wetlands, which are necessary to facilitate the installation of
infrastructure that will serve a 133 lot, single-family subdivision, to be known as "Preservation Point". The following
information is being submitted in support of the NC Division of Coastal Management's CAMA Major Permit
Application.
Parcel Information and Project Location:
The project is located at 1505 Castle Hayne Road, in the incorporated area of Castle Hayne, in New Hanover County,
North Carolina. Five (5) parcels of land, encompassing approximately 246.34-acres, are included in the project area (see
Appendix A). The following table provides the New Hanover County (NHC) Property Identification Numbers, Deed
Book, and Page and other relevant information associated with each parcel:
Tract
Parcel ID
Size (AC)
Owner
Deed (Book/Page)
1
R04100-001-002-000
+/- 198.0
Preservation Point Partners, LLC
6184 / 1992
2
R04100-001-016-000
+/- 10.06
Preservation Point Partners, LLC
6201 / 1738
3
R04100-001-015-000
+/- 20.02
Preservation Point Partners, LLC
6201 / 1738
4
R04100-001-028-000
+/- 0.25
Preservation Point Partners, LLC_1
6201 / 1738
5
R04100-001-150-000
+/- 18.01
Preservation Point Partners, LLC
1 6184 / 1992
Table 1 Parcel Summary
One can find the project site by heading west, on Martin Luther King (MLK) Parkway, to US Hwy 133 North (i.e. Castle
Hayne Road). The site is located on the left, approximately 0.20 mile, north of the exit ramp. Please see attached vicinity
map (Appendix B).
Site Information:
The project site abuts the Northeast Cape Fear River (NECFR), to the west, and Smith Creek, to the south. The waters
of the NE Cape Fear and Smith Creek are classified as SC;Sw and C;Sw respectively, by the North Carolina Division of
Water Resources (DWR (see Appendix Q. The N.C. Division of Marine Fisheries (DMF) has designated this portion
of the NE Cape Fear River as Primary Nursery Area (PNA) and a coastal waterbody, while Smith Creek is not designated
as PNA and is an inland waterbody (see Appendix D). According to the North Carolina Division of Health, Shellfish
Sanitation Section (HSS), in the area of the proposed marina, waters are closed to harvesting shellfish (see Appendix E).
The NECFR is approximately 1285' wide, and a USACE federally maintained navigational channel and turning basin
are located in front of and north of the spoil island (see Appendix F). The majority of the property is zoned R-15 and
Conditional Use (CUD), while the remainder is zoned commercial, by New Hanover County Planning and Zoning (see
Appendix G). The spoil island and part of all the tracts are within the AE9 and X Flood Hazard zones (see Appendix P).
Marina and Spoil Island — On 3 February 2020, SEGi with the DWR and DCM evaluated the spoil island. There are
two patches of coastal marsh vegetation along the island's river edge (see Appendix F). However, Smooth cordgrass
(Spartina alterniflora), Giant cordgrass (Spartina cynosuroides) and Sawgrass (Cladium jamaicens) surrounds the
the spoil island on all other sides. The spoil island has a maximum elevation of 10', above Mean High Water (MHW).
High ground vegetation consists primarily of American Holly (Ilex opaca), Laurel Oak (Quercus laurifolia), and
loblolly pine (Pinus taeda). The understory vegetation consists of wax myrtle (Myrica cerifera) and Yaupon (Ilex
vomitoria). The fringe of the spoil island was delineated by SEGi and was determined to be US Army Corps
Engineers (USACE) 404 jurisdictional wetlands. Vegetation consisted of reed grass (Phragmites australis), Southern
Waxmyrtle, Loblolly Bay (Gordonia lasianthus), Easten Baccharis (Baccharis halmifolia), Canebrake (Arundinaria
gigantea), Fetterbush (Lyonia lucida), and Cat greenbier (Smilax glauca). There is approximately 2400 feet of
shoreline, that spans from the confluence of an unnamed tributary and the NECFR, to the north, to the confluence of
the NECFR and Smith Creek, to the south. RECEIVED
Page 2 of 26 (2/10/2020) MAR 0 9 2020
NC
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Preservation Point CAMA Major Permit `5E- i
Mainland Project Area — The upland area of the residential development portion of the property is comprised of an
undulating sand ridge that is surrounded by Headwater Forest and Swamp Forest. Pocosin and Basin wetlands can
be found within the interior of the site (see Appendix H).
Pocosins
Pocosins are a type of palustrine wetland, with deep, acidic, sandy, peat soils. Groundwater saturates the soil
except during brief seasonal dry spells and during prolonged droughts. Tree Stratum consists of pond pines
(Pinus serotina), water oak (Quercus nigra) and loblolly bay (Gordonia lasianthus), while gallberry (Ilex
coriacea), titi (Cyrilla racemiflora) and swamp bay (Persea palustris) make up the sapling/shrub stratum.
Basins
Basin Wetlands are natural depressions that are surrounded by uplands or occur on the edges of small lakes or
ponds. They tend to be wet for only part of the year and can dry up during the warmer months. Water oak and
pond pines border the features. Herbaceous species vary depending on presence of surface water.
Headwater Forest
Headwater Forests are located above and drain to small streams, which function as natural drainage features in
the landscape. Tree stratum consists of water and black oaks, red maple (Acer rubrum) and sweetgum
(Liquidambar styraciflua).
Riverine Swamp Forest
Riverine Swamp Forests are typically found along the wettest portions of large river floodplains and can be found
on mineral or organic soils that experience seasonal to semi -permanent flooding. This flooding generally occurs
from tides, and, to a lesser extent, groundwater and overland runoff from rain. Bald -cypress (Taxodium
distichum) and black gum (Nyssa sylvatica) are present, along with cattail (T. latifolia).
Project History:
SEGi has been involved with this project since its inception, in 2007 and when it was owned by Water Tree Properties
NC, LLC. Since that time, the project has been acquired by the Applicants and has grown in size, but the purpose and
need has not changed. Two DEQ Scoping Meetings were held, with the commenting agencies, in 2007 and 2019 (see
Appendix I for 2019 Scoping Meeting Summary). Comments received during those meetings were taken into
consideration, when preparing the site plan and CAMA Major Application. The following table provides u summary of
local, state and federal permits that are either being sought or have been issued, for this project:
Agency
Permit
Permit Number
Issued
Expires
NC DEMLR
High & Low Density Stormwater Permit (Mainland)
SW8 190701
7/16/2019
7/16/2027
NEC
NHC Land Disturbance Permit (Grading/ESC)
29-19
1/17/2020
None
NC DWR
WQCs 4135 & 4139
2019-0554 VI
6/11/19
With NWPs
USACE
NWPs 14 & 18
SAW-2019-00719
6/10/2019
3/18/2022
USACE
PJD
SAW-2019-00719
6/10/2019
3/18/2022
USACE
JD
SAW-2007-03781
8/4/2009
8/4/2014
NHC
NHC Stormwater Permit
784-12/20/19
12/20/19
NA
NHC
Special Use Permit (Marina)
Z17-09
1/24/2020
NA
SHPO
Environmental Review
ER 07-1035 & ER 19-1706
Varies
NA
NHC
Rezoning
Z19-06
6/19/2019
NA
Table 2 Preservation Point Regulatory Action Summary
Copies of those permits have been included with Appendix.
In June 2019, the Applicant secured USACE and DWR authorizations, in the form of Nationwide Permits 14 & 18 and
Water Quality Certifications respectively (see Appendixes J and K). These permits authorized the permanent fill of 0.379-
Page 3 of 26 (2/10/2020) MAR 0 9 2020
CCM V'._,."i"G +d N, NC

Preservation Point CAMA Major Permit ,_>> -,
acre and temporary impact of 0.15-acre of Section 404 wetlands, for the purpose of facilitating the construction of roads
and installation of infrastructure, such as water and sewer lines. During the permitting process, through the USACE and
DWR, Cultural and Natural Resources, as well as Threatened and Endangered Species evaluations were conducted, and
the work reviewed by the NC State Historic Preservation Office (NC SHPO) and the US Fish and Wildlife Service
(USFWS). Both the NC SHPO and the USFWS found that proposed work would not likely adversely affect the resources
they are trying to protect. As mitigation for the wetland impacts, the Applicant was required to make payment to the
NECFR Umbrella Mitigation bank, for 0.758-acre of riparian wetland restoration credit. The mitigation for the impacts
has been fulfilled (see Appendix L) and the impacts have taken place.
Site Conditions:
Currently, the Applicant is undertaking land disturbing activities that are associated with the mainland development. This
work includes logging, where necessary, and installing roads and utilities. Previously authorized impacts to wetlands
have been completed, in accordance with the USACE and DWR authorizations. The spoil island remains undisturbed.
Project Purpose and Need:
The purpose of this project is to construct a 133 lot, single-family subdivision, with community boating facility and other
amenities, which will provide housing in a rapidly growing area of New Hanover County, North Carolina. The proposed
marina and other water dependent structures will provide future homeowners access to Public Trust Waters.
Project Description:
The project can be broken down into two areas: 1) spoil island and 2) mainland upland development. Work associated
with the spoil island consists of a boardwalk, with one covered, observation platform, two (2) kayak launches, 98 slip
marina, open air pavilion, golf cart paths, with parking areas, and walking/bicycle trails. The mainland upland
development consists of installing roads and infrastructure that will support the 133 single-family subdivision. See
Appendix F, for details of the proposed project.
Spoil Island
Spoil Island Amenities Area — The spoil island will be converted to an active space, amenities center, complete with
open air pavilion, pickleball courts, miniature golf course, two gazebos, two kayak storage units and golf cart paths
and walking trails. The upland area of the island will be cleared of smaller underbrush and select trees, graded and
landscaped to meet the needs and vision of the Applicant's project. The site plan denotes that all golf cart paths and
bicycle/walking trails, that meander their way through, and around, the entire island, shall be mulched. The following
table summarizes the proposed built upon area (BUA) for the amenities center.
Component
Description
Length (Ft)
Width (Ft)
SF
#1
Open Air Pavilion
100
55
5500
#2
Kayak Storage (N)
23
13
299
#3
Gazebo (N)
19
9
171
94
Kayak Storage (S)
23
13
299
#5
Gazebo (S)
19
9
171
#6
Pickleball Courts (2)
44
20
1760
#7
Miniature Golf
Varies
Varies
1407
Total BUA
9607
fable 3 Amenities Center Froposea t9 UA
No permanent impacts to USACE 404 jurisdictional wetlands are anticipated with the proposed structures and
amenities, on the spoil island. However, to facilitate the island work, heavy machinery will need to cross Section
404 wetlands. To ensure unauthorized impacts to wetlands do not take place, while unloading/loading machinery
and/or materials onto/off of the island or while constructing the fixed dock leading to the marina facility, a 20' x 200'
(4000 SF) temporary construction corridor has been incorporated into the plan. Logging mats will be used, when
crossing this area. For details of the spoil island amenities and location of temporary constructioqQ®d,,heet
Page 4 of26 (2/10/2020) MAR p 9 2020
rI.Ij V%, T 0, N, ibis

Preservation Point CAMA Major Permit ' r-6i
I-2, of Appendix F.
Boardwalk & Observation Platform (B) — The proposed plan consists of constructing a 10' wide by 1627' long
boardwalk, which will extend from the west side of the mainland to the east side of the spoil island, will be elevated
4 feet, above any wetland substrate, and at least 6 feet, above those areas where the structure spans navigable waters
(mosquito ditches). The proposed structure will be pile supported, without footers, slatted and with pilings adequately
spaced so as to ensure the movement of water is not impeded. One covered, observation platform, with dimensions
of 15' x 15', as measured from the drip line, is included in this plan. Conventional construction methods and materials
will be used to construct the structure. Where possible and necessary, logging mats will be used to cross wetlands.
This measure should ensure rutting and incidental filling of the resources does not take place. However, to ensure
unauthorized impacts to wetlands do not occur, a 20' wide temporary construction corridor, running the length of the
boardwalk, has been incorporated into the plan. This area measures 31,320 SF (0.72 AC). Should impacts occur, the
area(s) will be returned to their original grade and contour and allowed to revegetate naturally.
The boardwalk will not only be utilized by pedestrians, but also by residents using bicycles and golf carts. The width
of the structure was dictated by the New Hanover County Fire Department (see Appendix M). The table below
summarizes the proposed components of the boardwalk:
Component
Description
Fixed/Floating
Length (Ft)
Width (Ft)
SF
B 1-A
Boardwalk
Fixed
550
10
11000
B1-B
Boardwalk
Fixed
550
10
5500
B1-C
Boardwalk
Fixed
527
10
5500
B-2
I Pile Supported Gazebo
I Fixed
1 15
1 15
1 300
Table 4 Boardwalk Components Summary
For details of the boardwalk, see Sheets A-1 and A-2, of Appendix F.
Kayak Launches — The Applicant is proposing to incorporate two (2) canoe/kayak launching facilities, one on the
north side and another on the southeast side of the spoil island. The structures will span USACE Section 404
jurisdictional wetlands and coastal wetlands. The piers leading to the launching areas will be constructed out of
slatted wood, with pilings adequately spaced, so as not to accumulate sediment, and will be elevated at least 3' above
the substrate. For details of these structures, see Sheets B-1 and C-1, of Appendix F.
The first kayak launch (KL1) will be located on the north side of the spoil island and will encroach approximately
14' into an unnameu tributary, to the NECFR, that measures 56.1', from marsh line to marsh line. Kayak launch #2
(KL2) will be located on the southeast side, of the island, and will encroach approximately 8.0', into a mosquito
ditch that measures 34.1' across. Due to the lack of water at low tide, stops will be utilized to keep the floating 8' x
3' dock from resting on the bottom. Each structure will consist of the components summarized in Tables 4 & 5,
below:
Component
Description
Fixed/Floating
Length (Ft)
Width (Ft)
SF
KL1-1
Pier
Fixed
231
6
1386
KL 1-2
Platform
Fixed
18
8
144
KL1-3
Dock
Floating
8
3
24
KL 1-4
Dock
Floating
8
3
24
Table 5 Kayak Launch 41 Components Summary
Component
Description
Fixed/Floating
Length (Ft)
Width (Ft)
SF
KL2-1
Pier
Fixed
216
6
1296
KL2-2
Platform
Fixed
18
6
108
KL2-3
Dock
Floating (w/stops)
8
3
24
He 6 Kayak Launch #2 Components Summary
For details of the kayak launches, see Sheets B-1 and C-1, of Appendix F.
Page 5 of 26 (2/10/2020) MAR 0 9 2020

Preservation Point CAMA Major Permit �3E_G
Marina —A 10' wide, fixed pier will extend waterward 330', from the uplands on the west side of the spoil island,
and will be connected, via a gangway, to a 10' wide by 101' long floating dock. The floating dock will terminate at
a 10' x 909' T Head that will serve as the spine, off which 48, varying lengths, finger piers will extend. Two (2) 85'
x 8' floating platforms will anchor the T head, one on each end, and will be used for day docking and
loading/unloading only. To protect the marina structure and the vessels using it from floating debris, two (2) debris
150' x 1' deflectors have been incorporated into the plan. They will be positioned diagonally and approximately 29
LF to/from M-1 and M-3 components (please see Sheet D-1 of Appendix F, for details of the debris deflector). The
table below summarizes the components associated with the marina facility:
Component
Description
Fixed/Floating
Length (Ft)
Width (Ft)
SF
M-1
Platform
Floating
85
8
680
M-2
T head Platform
Floating
909
10
9090
M-3
Platform
Floating
85
8
680
M-4
Pier
Floating
101
10
1010
M-5
Pier
Fixed
330
10
3300
M-6
Debris Deflector
Floating
150
1.0
150
M-7
Debris Deflector
Floating
150
1.0
1 150
Table 7 Manna Facility Components Summary
Water depths along the back of the proposed structure range from approximately -6.0' to -11.0' MLW. Water depths
waterward of the structure range from approximately -8.0' to -13.0' MLW. Therefore, dredging is not required for
the proposed project. The proposed structure will extend out approximately 290 linear feet, from the edge of the
marsh and will not encroach into either the federally maintained channel or beyond 1/4 of the width of the waterbody
(i.e. 321.25 linear feet, from marsh line). Due to the extensive length of shoreline this property has, staying outside
the riparian corridor was not a problem. The structure will be more than 300' south of the northern unnamed tributary
and more than 1100' north of the mouth of Smith Creek. Conventional construction methods and materials will be
used. To ensure unauthorized impacts to wetlands does not take place, while constructing the fixed pier, The
Applicant proposes to use logging mats. However, if this becomes impracticable, a 20' wide temporary construction
corridor is being incorporated into the plan. The corridor encompasses 4,000 SF (0.09 AC). If impacted, the area will
be returned to its original grade and contour and allowed to revegetate naturally. Please refer to Sheet D-1 of
Appendix F, for details of the proposed marina structure.
To ensure protection of the West Indian manatee (Trichechus manaw), the work will be undertaken between
November 1 and May 31. If this is not possible, the Applicant will adhere to the US Fish and Wildlife's guidance
entitled "GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE, Precautionary
Measures for Construction Activities in North Carolina Waters" (see Appendix N). To ensure sanitary waste is
disposed of properly, a portable pump out machine will be located at the amenities center pavilion. Additionally,
signage will be placed in several locations on the marina structure.
The Applicant is not aware of any navigational aid requirements, but is willing to incorporate the measures, as
instructed by the US Coast Guard.
Mainland Development
Mainland development consists of completing the installation of roads and infrastructure, such as sewer, water and
stormwater measures, and final grading of common areas (see Appendix F). Large machinery, such as dump trucks,
backhoes, excavators and front-end loaders will be used to perform the work. When not in use, the machinery will
be stored in uplands, within the project boundaries. Approximately 20.84 AC of land disturbance and is proposed
with this project.
As mentioned in the Project History section, the project has received USACE and DWR authorizations to
permanently impact 0.379-acre temporarily impact 0.015-acre of riparian wetlands. However, after obtaining better
topographic survey data and meeting with Duke Energy, it was determined that stormwater measures were, not
adequately designed to convey stormwater, at a non -erosive rate, and a section of road was proposed to cover
Page 6 of 26 (2/10/2020) MAR 0 9 2020

Preservation Point CAMA Major Permit ' 1L6i
overhead transmission line guy wires that are buried 20 foot below grade. To correct these issues, the engineer
incorporated a 36' x 46' scour hole, at Impact Areas A, a 8' x 10' rip -rap, energy dissipator, at Impact Area B, and a
16' x 22' rip -rap, energy dissipator, at the downstream end of the culverts, at Impact Area C into the plan, and
realigned the roadway, at Impact Area D, to eliminate improvements directly above the electrical components.
Unfortunately, the work will require permanently placing fill material within 0.097-acre of Headwater Forest
Wetlands, which will result cumulatively impacting 0.476-acre of wetlands, for the entire project. See Appendix F,
for the proposed site plan and wetland impact areas.
To minimize wetland impacts, the Applicant proposes to utilize logging mats, when constructing the boardwalk and
marina dock, and when mobilizing machinery and materials to and from the island. However, in the event that
logging mats are not feasible, the Applicant has incorporated a 20' wide construction corridor, along the length of
the boardwalk (components B-IA — B-IC) and the fixed dock to the marina (M-5). The corridors encompass
approximately 35,320 SF (0.81 AC). In these areas, wetlands may be temporarily impacted. If so, they will be
returned to their natural grade and contour and allowed to revegetate naturally. See Appendix F, for details of the
proposed construction corridors.
T LIo R Prn„n,od Rortinn JW Wotlnnd Imnnrt ,iummn
Impact Area
Description
Temp (T)/Perm (P)
Type
Dimensions
SF / AC
A
Scour Hole
P
Headwater Forest
36' x 46'
1459 SF / 0.033 AC
B
Energy Dissipator
P
Headwater Forest
8' x 10'
80 SF / 0.001 AC
C
Energy Dissipator
P
Headwater Forest
16' x 22'
352 SF / 0.008
D
Road Crossing
P
Headwater Forest
83' x 10'
2372 SF / 0.054 AC
Boardwalk
Construction Corridor
T
Coastal Wetlands
1566' x 20'
31,320 SF / 0.72 AC
Marina
Construction Corridor
T
Tidal Marsh (Phragmites)
200' x 20'
4000 SF / 0.091 AC
Total Permanent Impacts
Total Temporary Impacts
Total Cumulative Permanent Impacts
4263 SF / 0.097 AC
35,320 SF / 0.81 AC
120,772 SF / 0.476 AC
The Applicant avoided wetland impacts by limiting the need for the impacts to roads and utilities only. Additionally,
sediment and erosion control measures, such as silt fence and sediment traps, will be installed prior to land disturbing
activities that take place within 50' of a wetland or where there is a potential for sediment to discharge into wetlands
or outside the project limits. And lastly, during the design process and to avoid impacting submerged lands, the
Applicant positioned the marina structure in an area where water depths are adequate for vessels anticipated to utilize
the facility and, therefore, omitting the need for dredging.
As mitigation for the additional impacts to Section 404 wetlands, the Applicant is proposing to purchase 0.20-acre
of riparian wetland restoration credit, from the NE Cape Fear Umbrella Mitigation Bank (NECFUMB), to offset the
loss of function (i.e. physical, biological and chemical processes) anticipated to take place with the additional
proposed impacts. The applicant has also raised the 10' wide boardwalk, to minimize the effects of shading.
Adjacent Riparian Property Owners:
As per 15A NCAC 07J .0204(b)(5), the Applicant shall notify, by US Postal Service Certified Mail, the adjacent riparian
property owners (ARPOs) of the proposed work. According to the New Hanover County GIS Map, the ARPOs to this
project are:
Map
Number
Parcel ID
Owner
Mailing Address
1
R04100-001-001-000
Hough, Henry D.
517 Kelly Rd., Wilmington, NC 28409
2
R04100-001-004-000
EW Godwin Sons, Inc.
PO Box 1806, Wilmington, NC 28402
3
R04100-001-008-000
EW Godwin Sons, Inc.
PO Box 1806, Wilmington, NC 28402
4
R04100-001-009-000
Ikaros, Inc.
9 Shore Drive, Wrightsville Beach, NC 28480
5
R04100-001-011-000
Benton & Sons 1417 CHR Properties, LLC
PO Box 919, Whitevilkv 72
Page 7 of 26 (2/10/2020) MAR 0 9 2020
{ . a s,:M : tl , NC

Preservation Point CAMA Major Permit .9r-6i
6
R04100-001-149-000
Corbett Package Co.
PO Box 210, Wilmington, NC 28402
7
R04100-001-012-000
1505 Castle Hayne Road Land, LLC
30 Bitmore Rd., Whiteville, NC 28472
8
R04100-001-035-000
Parker, Nell
306 Palmetto Rd., Wilmington, NC 28401
Table 9 ARPO Information
See Appendix O, for maps of the ARPO properties, the returned certified mail green cards and signed notification form,
from EW Godwins' Son, Inc. and Corbett Package Co.
Summary:
In summary, the Applicant is seeking approval, in the form of a CAMA Major Permit, to perform work that will take
place within the Estuarine Shoreline Area of Environmental Concern and within and over Public Trust Waters. The
proposed work consists of upland development, including the filling of 0.097 of Section 404 wetlands and the
construction of several structures that will support Preservation Point's amenities center, and water dependent structures,
such as kayak launches and a marina. Mitigation, to offset the loss of wetland function, will be fulfilled through
purchasing wetland restoration credits, from a private mitigation bank. The proposed work is consistent with the current
rules and regulations of the NC Coastal Area Management Act, as well as the state and federal Clean Water Act, and is
considered to be the least environmentally damaging practicable alternative.
RECENED
Page 8 of26 (2/10/2020) MAR 0 9 2020
n� ,l TC NC

Page 1 of 5 (2/10/2020)
DCM MP-1
APPLICATION for Major Development Permit
(last revised 12/27/06)
0
North Carolina DIVISION OF COASTAL MANAGEMENT
9. PrimaryAppiicantl Landowner Information
Business Name
Project Name (if applicable)
Preservation Point Partners, LLC
Preservation Point
Applicant 1: First Name
MI
Last Name
Scott
Rye (Principal)
Applicant 2: First Name
MI
Last Name
Matt
Logue (Contact)
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
9821 Cogdill Road, Suite 1
Knoxville
TN
ZIP
Country
Phone No.
FAX No.
37932
US
912-233-4390 - ext.
-
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
SOUTHERN ENVIRONMENTAL GROUP, INC (SEGI)
Agent/ Contractor 1: First Name
MI
Last Name
DANA
A.
LUTHERAN
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
5315 SOUTH COLLEGE ROAD, SUITE E
WILMINGTON
NC
ZIP
Phone No. 1
Phone No. 2
28428
910.452.2711 - - ext.
910.228.1841 (Preferred) - ext.
FAX No.
Contractor #
910.452.2899
NA
Street Address (if different from above)
City
State
ZIP
SAME AS ABOVE
Email
[e-mail]
MAR 2 d
DCM WILMINGTON, NC
252-808-2808 .. 1-888-4RCOAST .. ww .nccoastalmanagement. net

3. Project Location
County (can be multiple)
Street Address
State Rd. #
NEW HANOVER COUNTY
1505 CASTLE HAYNE RD.
HWY 133 & 117
Subdivision Name
City
State
Zip
Preservation Point
WILMINGTON
NC
-
Lot No.(s) (if many, attach additional page with list)
Phone No.
R04100-001-002-000, R04100-001-016-000, R04100-001-015-000
NA -- ext.
R04100-001-028-000, R04100-001-150-000 (SEE SUPPLEMENTAL
INFORMATION)
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
CAPE FEAR RIVER (CATALOGING UNIT 030030005)
CAPE FEAR RIVER
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
a ur Manmade Unknown
CAPE FEAR RIVER
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Yes 0°
work falls within.
NEW HANOVER COUNTY
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
2,170 LF (SEE ATTACHED PLAN)
234AC
c.
Size of individual lot(s) SEE SUPPLEMENTAL INFORMATION
d. Approximate elevation of tract above NHW (normal high water) or
(if many lot sizes, please attach additional page with a list)
NWL (normal water level) 25' ®H or NWL
e.
Vegetation on tract
SEE SUPPLEMENTAL INFORMATION
f.
Man-made features and uses now on tract
THERE ARE NO MAN-MADE STRUCTURES ON THE PROPERTY AT THIS TIME.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
EXISTING LAND USE ADJACENT TO THE PROJECT SITE IS 1-2 (INDUSTRIAL DISTRICT) R-15 (RESIDENTIAL, 15,000 SF
LOT SIZE) & R-20 (RESIDENTIAL, 20,000 SF LOT SIZE). (SEE ATTACHED SUPPLEMENTAL INFORMATION)
h.
How does local government zone the tract?
i. Is the proposed project consistent withAAapplicable zoning? (Attach zoning
R-15
compliance certificate, if applicable) No NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? Yes
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. es No NA
If yes, by whom?
THE NC SHPO ISSUED A REVIEW OF THE SPOIL ISLAND IN 2008 (SEE ATTACHED).
I.
Is the proposed project located in a National Registered Historic District or does it involve a National Register listed or Yes (E)NA
eligible property?
m.
(i) Are there wetlands on the site? es No
es No
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? (Attach documentation, if available) No
SEGI OBTAINED A USACE PJD ON 5/31/19 (SEE ATTACHED SUPPLEMENTAL INFORMATION)
n.
Describe existing wastewater treatment facilities.
THERE IS NO EXISTING WASTEWATER TREATMENT FACILITIES WITHIN THE PROJECT LIMITS
o.
Describe existing drinking water supply source.
RECEIVED
THERE IS NO EXISTING SOURCE OF DRINKING WATER ON -SITE
p.
Describe existing storm water management or treatment systems. MAR 2 2020
THERE ARE NO EXISTING STORMWATER TREATMENT SYSTEMS IN PLACE. 4
DCM WILMINGTON, NC

& Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial Public/Government
Private/Co ity
b. Give a brief description of purpose, use, and daily operations of the project when complete.
THE PURPOSE OF THE PROJECT IS TO PROVIDE MEDIUM SIZED HOUSING IN A RAPIDLY GROWING AREA OF NEW
HANOVER COUNTY. USE OF THE PROJECT WILL BE BY FUTURE HOMEOWNERS. THE SUBDIVISION WILL BE A GATED
COMMUNITY AND THE AMENITIES CENTER, MARINAAND KAYAK LAUNCHING DOCKS WILL BE OPERATIONAL 24 HOURS
A DAY. SEE SUPPLEMENTAL INFORMATION FOR DETAILS.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of
equipment and where it is to be stored.
HEAVY MACHINERY SUCH AS BACKHOE, FRONT END LOADERS, DUMP TRUCKS, AND GRADERS WILL BE UTILIZED
DURING THE CONSTRUCTION OF ROADS AND IMPLEMENTATION OF INFRASTRUCTURE ON THE UPLAND AREA OF THE
PROJECT. A PILE DRIVER WILL BE UTILIZED WHEN ERECTING PILINGS FOR THE WATER DEPENDENT STRUCTURES. THIS
MACHINE WILL ARRIVE ON A BARGE AND WILL BE STORED ON -SITE UNTIL COMPLETION OF THE PROJECT. SEE
SUPPLEMENTAL INFORMATION FOR DETAILS
d. List all development activities you propose.
THE APPLICANT IS PROPOSING TO CONSTRUCTA PRIVATE 133-LOT AND 98-SLIP COMMUNITY BOATING FACILITY (CBF),
AT 1505 CASTLE HAYNE ROAD, IN THE CAPE FEAR TOWNSHIP SECTION, OF WILMINGTON, NEW HANOVER COUNTY, NC.
WETLAND IMPACTS, IN THE FORM OF FILL MATERIAL, WILL BE REQUIRED TO PROVIDE ACCESS TO THE PROPERTY. THE
APPLICANT SECURED NWPS 14 AND 18, FROM THE USACE, AND A WATER QUALITY CERTIFICATION, FROM THE DWR,
AUTHORIZING THE PERMANENT IMPACT OF 0.379-ACRE OF SECTION 404 WETLANDS, FOR THE INSTALLATION OF 7
ROAD CROSSINGS, AND THE TEMPORARY IMPACT OF 0.015-ACRE OF SECTION 404 WETLANDS, FOR THE INSTALLATION
OF SEWER AND WATER LINES (SEE ATTACHED NWP AND WATER QUALITY CERTIFICATION). HOWEVER, AFTER
OBTAINING ADDITIONAL TOPOGRAPHIC DATA AND MEETINGS WITH DUKE ENERGY, IT WAS DETERMINED THAT AN
ADDITIONAL 0.097-ACRE OF WETLAND IMPACTS ARE NECESSARY. SEE SUPPLEMENTAL INFORMATION FOR DETAILS.
THE RESIDENTIAL AREA, ATEN-FOOT (10') WIDE ACCESS BOARDWALK WILL EXTEND 162T ACROSS THE WETLAND, TO
THE UPLAND PORTION OF THE ISLAND. THE BOARDWALK AND ACCESS STRUCTURES WILL BE CONSTRUCTED ON
PILINGS AND WILL BE MADE OF SLATTED WOOD. THE STRUCTURE WILL BE ELEVATED FOUR (4) FEET ABOVE WETLAND
SUBSTRATE, EXCEPT WHERE THE STRUCTURE PASSES OVER DITCHES/CANALS THAT EXHIBIT A NHW MARK AND ARE
WITHIN THE WETLAND COMPLEX. IN THESEAREAS, THE STRUCTURE WILL BE ELEVATED SIX (6) FEETABOVE MHW, TO
ALLOW WATERCRAFT ROOM TO PASS UNDERNEATH. THE COMMUNITY BOATING FACILITY WILL BE ACCESSED VIA THE
7.45-ACRE UPLAND ISLAND. UPLAND PORTIONS OF THE ISLAND MAY BE USED AS PASSIVE RECREATION AND WILL
CONTAINA FEW DEVELOPED AREAS USED BYTHE COMMUNITY, SUCHAS PICKLEBALL COURTS (2)AND MINIATURE GOLF
COURSE. GOLF CART -PATHS AND A BICYCLE/WALKING TRAIL ARE PROPOSED TO MEANDER AROUND THE ENTIRE
ISLAND. MULCH WILL BE USED FOR GOLF -CART PATHS AND PARKING ARES, AS WELLAS THE WALKING/BICYCLE TRAILS.
THE APPLICANT PROPOSES TWO OPEN AIR, SINGLE -STORY 19' X 9' COVERED VIEWING PLATFORMS, TWO 23' X 13'
KAYAK STORAGE UNITS, AND A 55' X 100' OPEN AIR PAVILION, WITHIN THE UPLAND AREA OF THE ISLAND. IN ADDITION,
THE APPLICANT PROPOSES TO INCORPORATE TWO CANOE/KAYAK LAUNCHING FACILITIES. THE CANOES AND KAYAKS
WILL BE ABLE TO UTILIZE THE EXISTING CANALS, MOSQUITO DITCHES, AND OTHER WATERWAYS AS ROUTES FOR THEIR
EXCURSIONS. THE PROPOSED BUILT UPON AREA FOR THE AMENITIES CENTER IS 9832 SF. THE UPLAND AREA OF THE
SPOIL ISLAND CONTAINS 7.45 ACRES (324,522 SQ FT), AND THE IMPERVIOUS AREA PROPOSED IS 3.03%. FROM THE
SPOIL ISLAND, A 10' X 330' FIXED PIER EXTENDS OUT TO A 10' X 101' FLOATING DOCK, WHICH TERMINATES INTO A 10' X
909' FLOATING T-HEAD, WHICH SERVES AS THE 98-SLIP COMMUNITY BOATING FACILITY. SEE SUPPLEMENTAL
INFORMATION FOR DETAILS.
e. Are the proposed activities maintenance of an existing project, new work, or both? NEW WORK
f. What is the approximate total disturbed land area resulting from the proposed project? 55.0 +/- Acres
g. Will the proposed project encroach on any public easement, public accessway or other area that the public has Yes. N
established use of?
MAR 2 4 2020
DCM WILMINGTON, NC

h. Describe location and type of existing and proposed discharges to waters of the state.
THE SUBDIVISION WILL LOW DENSITY STORMWATER TREATMENT METHODS, TO TREAT STORMWATER PRIOR TO
DISCHARGING INTO WATERS OF THE STATE (SEE ATTACHED STORMWATER PLAN).
i. Will wastewater or stormwater be discharged into a wetland? CD No NA
If yes, will this discharged water be of the same salinity as the receiving water? No NA
j. Is there any mitigation proposed?
If yes, attach a mitigation proposal. Ye No NA
6. Additional Information
In addition to this completed application fort, (MP-1) the following items below, if applicable, must be submitted in order for the application package to
be complete. items (a) — (fj are always applicable to any major development application. Please consult the application instruction booklet on how to
property prepare the required items below.
✓ a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed
project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work
completed and proposed.
✓I c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
✓1
✓I
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. I
e. The appropriate application fee, check or money order made payable to DENR. i
Map Num-
ber
Parcel ID
Owner
Mailing Address
1
R041 00-001 -001 -000
Hough, Henry D.
517 Kelly Rd., Wilmington, NC 28409
2
R04100-001-004-000
EW Godwin Sons, Inc.
PO Box 1806, Wilmington, NC 28402
3
R04100-001-008-000
EW Godwin Sons, Inc.
PO Box 1806, Wilmington, NC 28402
4
R04100-001-009-000
Ikaros, Inc.
9 Shore Drive, Wrightsville Beach, NC 28480
5
R04100-001-011-000
Benton & Sons 1417 CHR Properties, LLC
PO Box 919, Whiteville, NC 28472
6
R04100-001-149-000
Corbett Package Co.
PO Box 210, Wilmington, NC 28402
7
R04100-001-012-000
1505 Castle Hayne Road Land, LLC
30 Bitmore Rd., Whiteville, NC 28472
g
R04100-001-035-000 &
R04100-001-002-001
Walker, Nell
306 Palmetto Rd., Wilmington, NC 28401
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
USACE NWP AID # SAW-2019-00719 AND USACE PJD AID # SAW-2007-04010, SAW-2007-03781, AND SAW-2009-04010
NC DWR WQC PN# 20190554 V1. SEE SUPPORTING INFORMATION FOR ADDITIONAL PERMITS AND COPIES.
h. Signed consultant or agent authorization form, if applicable. (Attached)
i. Wetland delineation, if necessary. (See attached Supplemental Information)
1. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) NA
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public
funds or use of public lands.. attach a statement documenting compliance with the North Carolina Environmental Policy Act. NA
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application. The
project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant and do in fact grant permission to representatives of state and federal review agencies to enter on
the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the
project.
RECEIVED
MAR 2 4 2020
-vE" ,PAC

I further certify that the information provided in this application is truthful to the best of my knowledge
Date 2/10/2020 Print Name Dana A. Lutheran
Signature
Please indicate application attachments pertaining to your proposed project.
,/MP-2 Dredge and Fill
VMP-3 Upland Development
✓MP-4 Structures
MP-5 Culverts and Bridges
MAR 2 4 % !; 1
DCNI WIL INGTON, NC

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Area A-36'
Area B - 10'
Length
-
Area C - 22'
Area D -.83'
Area A-46'
Area B - 8'
Width
Area C - 16'
Area D - 10'
Avg. Existing
I NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. clean earthen wetland soils
C. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 0
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL 1891 SF ❑None
(ii) Describe the purpose of the excavation in these areas:
The excavation is necessary to install a stormwater a 36' x 46'
scour hole (Impact Area A) and two energy dissipators, one 10'
x 8' (Impact Area B) and one 22' x 16' (Impact Area C) (see
Supplemental Information for detials).
2. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
On -site
C. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
The material will be spread out over the site
d. (i) Will a disposal area be available for future maintenance?
❑Yes []No ®NA
(ii) If yes, where?
RECEIVED
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the ❑Yes ®No ❑NA yv��e,KK {?
0
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 'VVII 2 4 '(21
_
E b �
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revisee / 6

or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of disposal in these areas:
The material will be spread out across the site for planting trees
and grass.
(ii) If yes, how much water area is affected?
a. Type of shoreline stabilization. b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other Width:
C. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ❑No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ®Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL). If any boxes are checked, provide the
(ii) Amount of material to be placed in the water 0 number of square feet affected.
(iii) Dimensions of fill area NA ❑CW ❑SAV ❑SB
OWL 4263 SF ❑None
(iv) Purpose of fill (ii) Describe the purpose of the fill in these areas:
No fill is to be placed below MHW or NHW. Impact Area A - 36' x 46' (1656 SF / 0.038 AC)
Impact Area B - 10' x 8' (80 SF / 0.001 AC)
Impact Area C - 16' x 22' (352 SF / 0.008 AC)
Impact Area D - Irregular (2372 SF / 0.054 AC)
See attached Supplemental Information for details of these
measures.
'' 5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e g_ dragline,
controlled? backhoe, or hydraulic dredge)?
Strict sediment and erosion control best management practices, An excavator, front-end loader, trackhoe and dump trucks will be
such as silt fence and temporary sediment traps, will be in place used to complete the work.
phro to performing any major land disturbing activities.
' ., 8 a RC,Q,A 3' T revised.- 12i26"06

c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
2/10/2020
Date
Preservation Point
Project Name
LW Investments, LLC
Applicant Name
Dana A. Lutheran for LW Investments, LLC (see attached Agent
Authorization) Digitally signed by
Applicant Signature_ Dana A. Lutheran
DN: cn=Dana A.
"tutheran, o=Southern
Environmental Group,
f �t 1nc., ou=Regulatory
Specialist,
;:emait—€f`<i@segi
.us, c=US
Date: 2020.03.24
10:35:57-04'00'
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ❑No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Logging mats will be used to transport heavy machinery to cross
wetlands (see Supplemental Information for location of matting)
i1r-CEIVED
MAR 2 4
D C M W I LtGl3 CT0N, NC
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net
revised: 12126t06

Form DCM MP-3
2/10/2020
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or b Number of lots or parcels.
structures proposed. 133
#1 55' x 100' Open Air Pavilion (5500 SF)
#2 & #4 23' x 13' Kayak Storage Units (2x) (598 SF)
#3 & #5 19' x 9' Covered Gazebos (2x) (342 SF)
See Supplemental Information for details of the
proposed work.
c. Density (give the number of residential units and the
units per acre).
133
0.54 units per acre
e. If the proposed project will disturb more than one acre
of land, the Division of Land Resources must receive
an erosion and sedimentation control plan at least 30
days before land -disturbing activity begins.
(i) If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources?
es No NA
(ii) If yes, list the date submitted:
The upland portion of the project received NHC
Grading Plan 29-19. According to the engineer, a
grading plan for the island amenities center, should
not be required due to the fact that less than 1 acre of
land disturbance is proposed and the protect is far
removed from the upland development.
g Give the percentage of the tract within the coastal
shoreline AEC to be covered by impervious and/or
built -upon surfaces, such as pavement, building,
rooftops, or to be used for vehicular driveways or
parking.
BUA is not proposed within the 75' ES AEC
i. Give the percentage of the entire tract to be covered
by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for
vehicular driveways or parking.
24%
Describe proposed method of sewage disposal.
CFPUA will treat sewage.
Size of area to be graded, filled, or disturbed
including roads, ditches, etc.
55 Acres
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for impervious
surfaces.
Asphalt and concrete will be used to construct_ roads.
Golf -cart paths and parking areas, and
walking/bicycle trails will be covered with mulch.
Pickleball courts and miniature qolf course will be
constructed of concrete
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
(i) Has a site development plan been submitted to
the DEMLR for review?
Yes No NA
(ii) If yes, list the date submitted: SW8 190701
k Have the facilities described in Item (i) received state
or local approval?
Yes No NA
If yes, attach appropriate documentation.
I. Describe location and type of proposed discharges to m Does the proposed project include an innovative
waters of the state (e.g., surface runoff, sanitary stormwater design?
wastewater, industrial/ commercial effluent, "wash Yes No NA RECEIVED
down" and residential discharges). If yes, attach appropriate documentation.
MAR 0 9 2020
DCf WI Wemi`v �NGI'ON, NC

WHAKiwil
There are two areas, where treated stormwater will
discharge into wetlands. See Supplemental
Information Document for details.
m Describe proposed drinking water supply source n. (i) Will water be impounded? Yes ( NA
(e.g., well, community, public system, etc.) (ii) If yes, how many acres?
CFPUA will provide public drinking water.
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will
The lots have not been platted as of vet. See additional utilities be installed for this upland
Supplemental Information for copies of the deeds for development?
the 5 tracts included with this project. es No NA
2/10/2020
Date
Preservation Point
Project Name
Preservation Point Partners, LLC
Applicant Name
Dana A. Lutheran
Applicant Signature
RECEIVED
MAR 0 9 2020
DCM WMAINGTON, NC
919-73 -22 :: 14-=3C e; www.necosatnaement.net revised: 11/1 / 2

Form DCM MP-4
2/10/2020
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS This section not applicable
a. (i) Is the docking facility/marina:
Commercial Public/Government
telComm
c. (i) Dock(s) and/or pier(s)
(ii) Number 5 .
(iii) Length See table below
(iv) Width See table below
Length
Width
1) 131-A thru C Fixed 1627' x
10' (Boardwalk)
2) M-4 Pier Floating 101' x
10' (Marina)
3) M-5 Pier Fixed 330' x
10' (Marina)
4) KL1-1 Pier Fixed 231' x
6' (Kayak Launch #1)
5) KL2-1 Pier Fixed 216' x
6' (Kayak Launch #2)
(v) Floating GD CD
e. (i) Are Platforms included? es
No
If yes: See attached Supplemental Information
(ii) Number 8
(iii) Length See table below
(iv) Width See table below
KL1-2 Fixed 18' x 8'
(Kayak Launch #1)
KL1-3 Floating Dock 8' x 3'
(Kayak Launch #1)
KL1-4 Floating 8' x X
(Kayak Launch #111
KL2-2 Fixed 18' x 6'
(Kayak Launch #2)
KL2-3 Floating Dock 8' x 3'
(Kayak Launch #2)
M-1 Floating 85' x 8'
(Marina)
M-2 Floating 909' x 10' (Marina)
M-3 Floating 86' x 8'
(Marina)
(v) Floating CED
Note: Roofed areas are calculated from dripline
dimensions.
g. (i) Number of slips proposed 98
(ii) Number of slips existing 0
b. (i) Will the facility be open to the general public?
Yes
d. (i) Are Finger Piers included? es No
If yes:
(ii) Number See attached Supplemental Information
(iii) Length See table below
(iv) Width All 5'
(v) Floating es No
Units
Length
7
40'
9
45'
6
50'
14
35'
12
30'
Total 48
f. (i) Are Boatlifts included? Yes
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
Full service, including travel lift and/or rail, repair or
maintenance service
Dockage, fuel, and marine supplies
ockage ("wet slips") only, number lips: 98
Dry storage; number of boats:
Boat ramp(s); number of boat ramps:
Other, please describe: Marina Pump Out Station, water
and electric.
n t : kv r
MAR U 9 2020
- 08-2808 r. 1-8884ACccorz�-i_ ®12127/06
GT

2'10/Z 0 20
i. Check the proposed type of siting:
Land cut and access channel
O en w for basin and/or channel
en water; no dred in re
Other; please describe:
k. Typical boat length: 15' — 60'
m. (i) Will the facility have tie pilings?
No
(ii) If yes number of tie pilings? 63
j. Describe the typical boats to be served (e.g., open
runabout, charter boats, sail boats, mixed types).
All types of boats will utilize the facility.
I. (i) Will the facility be open to the general public?
Yes No
2. DOCKING FACILITY/MARINA OPERATIONS This section
not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
Office Toilets 0
Toilets for patrons; Number: 2 ; Location: At the open air pavilion
Showers
Boat holding tank pump out; 1
Give type and location: Tank pump out will be portable and kept at the open air pavilion
b. Describe treatment type and disposal location for all sanitary wastewater Sanitary water will be disposed of at the pavilion
and treated through on -site septic
c. Describe the disposal of solid waste, fish offal and trash.
Solid waste will be treated via on -site septic system. Trash will be taken to local landfill. Fish offal will be disposed of
in assigned area on -site.
d. How will overboard discharge of sewage from boats be controlled?
Signage will be posted directing mariners to the location of the portable pump out machine and where to empty the
content.
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2 "No Sewage Discharge" signs will be posted at the entrance, onto the marina facility, and one at the T-head.
(ii) Give the location and number of "Pump out Available" signs proposed.
2 "Pump out Available" signs will be posted at the entrance, onto the marina facility, and on,; at the T-head.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and
petroleum products.
NA
g. Where will residue from vessel maintenance be disposed of?
Maintenance of vessels will be prohibited to take place, at the facility.
h. Give the number of channel markers and "No Wake" signs proposed.
None
i. Give the location of fuel -handling facilities and describe the safety measures planned to protect area water quality.
Fuel will not be provided at this facility.
j. What will be the marina policy on overnight and live -aboard dockage?
Overnight docking will be permitted, but live aboard docking will be prohibited.
k. Describe design measures that promote boat basin flushing?
The proposed marina facility will be located on a waterbody that flushes naturally.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
This is a new marina facility. MAR 0 9 2020

Form _.M MP-4 (Structures, Page 3 of 4) 2110/20211
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
es No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
Yes No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV),
shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
CW SAV SB
WL on
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? Yes
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) his section not applicable
a. (i) Is the boathouse structure(s):
Commercial Public/Government Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline
dimensions
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) is section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) is section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
Commercial Public/Government Private/Community
c. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if
present.
e. Arc of the swing
7. GENERAL
section not appl
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
Approximately 203 LF from the northern ARPO and Greater than 1000 LF in any direction (See attached
greater than 1000 LF to the southern ARPO (See Supplemental Information)
attached Supplemental Information)
Note: For buoy or mooring piling, use arc of swing
including length of vessel.
c. Width of water body d. Water depth at waterward end of structure aor NWL
1285 LF Water depths waterward of the structure range from
approximately -8.0' to -13.0' MLWV ;
MAR 0 9 2020
S ;-733-22 :: 1- :: .necoast lmang �rme t � revised: 11/15/02

Form DCM MP-4 (Structures, Pa of 2/1 /2
i) Will navigational aids be required as a result of the
project?
es o NA
(ii) If yes, explain what type and how they will be
implemented. As part of this permit application.
the Applicant requests the Coast Guard provide
guidance on navigational aids
8. OTHER This section not applicable
a. Give complete description:
To protect the marina structure and the vessels using it two (2)150' x I'debris deflector (upstream and downstream) have been
incorporated into the plan. Please Supplemental Information, for details of the debris deflector.
2/10/2020
Date
Preservation Point
Project Name
Preservation Point Partners, LLC
Applicant Name
Dana A. Lutheran
Applicant Signature
MAR 0 9 2020
1 - . H s ST ., ,nccoast R!l no revised i/ 5/ 2
�CiA Vv i-vv NAG T CN, N

ROY COOPER
Golvi
MICHAEL S. REGAN
BRAXTON DAVIS
Onvctor, Uiniswn ofC'oa%tal blanagewent
April 15, 2020
[e-mail]
2 Pages
Star News
Legal Advertisement Section
Post Office Box 840
Wilmington, North Carolina 28402
Re: Major Public Notice:
• Preservation Point Partners, LLC / New Hanover County
Hello Angie: Please publish the attached Notice in the Saturday, April 18, 2020 issue.
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. Paying by credit card to the
attention of Jarimy Springer, (Customer No.70100342).
Please email a copy of the credit card receipt to me.
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Wilmington office.
Si cerely,
an a Pi tila
Perm' ing Support &Customer Assistance
cc: MHC file
Curt Weychert - WiRO
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 LAMA: On March 24, 2020, Preservation Point Partners, LLCproposed
to construct a 133 unit subdivision w/amenities, a 98 slip community marina and two (2) kayak launches
at 1505 Castle Hayne Rd., adjacent to the Northeast Cape Fear River & Smith Creek, Wilmington in
New Hanover County. A copy of the application can be examined or copied at the office of Tara
MacPherson, N.C. Dept. of Environmental Quality, Division of Coastal Management, 127 Cardinal Drive
Ext., Wilmington, NC 28405, (910-796-7266) 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 Hay 9, 2020 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.

Z
ROY COOPER
NORTH CAROLINA
Governor
Environmental Quality
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
April 8, 2020
Director
Dana Lutheran
Southern Environmental Group, Inc
5315 South College Road, Suite E
Wilmington, NC 28412
Dear Ms. Lutheran:
The Division of Coastal Management hereby acknowledges receipt of your application, as acting agent for
Wilmington Property Owenr, LLC for State approval for development of the subject property located at 1505 Castle
Hayne Road adjacent to the Northeast Cape Fear River, in Wilmington, New Hanover County. It was received as
complete on March 24, 2020 and appears to be adequate for processing at this time. The projected deadline for
making a decision is June 7, 2020. An additional 75-day review period is provided by law when such time is
necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above,
you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an
extended review. However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from March 24, 2020 you may request a meeting with
the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a
meeting will be held within five working days from the receipt of your written request and shall include the property
owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development.
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development. You should post this notice at a conspicuous point along your property where it can he observed from
a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-
way fronting your property; or at a point along the road right-of-way where a private road would lead one into your
property. Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate
State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive
a copy of my field report and/or comments from reviewing agencies.
Sincerely,
J�
Tara M cP erson
District Manager
cc: Gregg Bodner, DCM USACE
Robb Mairs, DWR Connie Marlowe, LPO
Scott Rye, Applicant � ----�
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

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Name of Property Owner Requesting Permit: Preservation Point Partners, LLC and Progress Park
Partners, LLC
Mailing Address: 9821- Gogditt Road, Suite 1
Knoxville, TIN 37R32
Phone Number:g1.2-233-439D
Email Address:
tog, [e-mail]'
I certify that I have authorized Dana Lutheran, +witl1 Southern Environmentai Group, tnc.
e
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: inland development of a singe fami
subdivision, wrttn associated Vnar"';uc and amenit:`es center.
at my property located at 15125 Castle Hayne give
In New Hanover
County.
l furthermore certify that l 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
� - /,-�, ji t c- 44e VL
Title
/ (�— /2-ot
Dale
This certification is valid through 22 I 3:1- ! 2020DCM WILMUG—,ON, NC
FEB 1 3 2020

Preservation Point CAMA Major Pennit ? G
Appendix O
Adjacent Riparian Property Owner Maps
EI`E
MAR 0 9 2020
Page 24 of 26 (2/10/2020)

• 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,
nr on the front if space permits.
1. Article Addressed to,.
H
it
9590 9402 3535 7305 8625 79
2, Article Number (Transfer from service label)
?rj-jl 1570 100,01
P§ -Form- -3811, July 2015 PSN 7530-02-000-9053
A. Signature,
)c❑ Addressee
S. Receive q by (Printed Name) C. Date of Delivery
,L-le 11-1(Pyl;
D. Is delivery add-ress different from item If � —
If YES, enter delivery address below: 0 No
3, Service Type
D Priority Mail Express®
• Adult Signature
• Adult Signature Restricted Delivery
0 Registered Mail'"
0 Registered Mall Restricted
0 Certified Mail®
• Certified Mail Restricted Delivery
Delivery
El Return Receipt for
• Collect on Delivery
L3 Collect on Delivery Restricted Delivery
Merchandise
0 Signature Confirmation-
0 Signature Confirmation
p lnsu�e� Mail , � � � Re icted Delivery
pqr, qM04ilt ! � ; i ,
v 50
Domestic Return Receipt 1,
— -s1 NC
REB 1 3 2020

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RECEIVED
MAR 0 9 2020
0CM WILMINGTON, NC

FWIXMNRCM��
I hear by certify that I own properties or I am authorized to represent the owner of property located
adjacent to Preservation Point Partners, LLC (herein referred to as the "Applicant") property, which
is located at 1505 Castle Ha-yrke Road e_r Count
in New Hanover y_, North Carolina.
The Applicant has described to me, as shown below, the proposed development at the above location, and
I have no objections to the proposal.
-7
INSERT DESCRIPTION AND/Olk DRAWING OF TWFIT-R`Vl 7L W71 77
(To he completed ky the Applieantproposing the development)
***Please see attached site plan, project narrative, for details of the work***
Dana A. Lutheran (SEMi
Applicant (Agent
5315 South College Road, Suite
Mailing Address
Wilmington, NC 28412
City/State/Zip
910.228.1841
Telephone Number
Signa—ia�r`e-
1/17/2020
Date
Lai 10 S
Property Owner (print)
Mailing Address
wi
City/s-tate/Zip
FEB 1
N 0

[ hear by ca* that I own properties or I am authorized to represent the owner of property located ad*en
to PIreservation Point P3rtneri. U.C.' ein
o ppeanr) pr�' is 1=,mi
,. (her - referred tas the "Ali
at 1505 Castle Halne Road , in New Hanover County —, North Carolina,
the Apphcwit has described �o me, as shww-a below, the proposed developraent at the -above location, and I
Nave no cab}; ct ons to the proposal
INSERT DESCRIPTION ANDIOR DRAWTINGOF THE PROPOSI,'D DEN'Ft-0PMj]ENT:!
(To he complefed by theApplicantproposing the development)
Dana A-_LqLh_graji (SE(ji)
Applicant (Agent)
5315 South College R,Load �Saae E
Mailing -A-ddress
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Date
RECEIVED
FEB 2 5 2020
QCM WILMINGTON, NC

D C M W I L Mi I INJI G Ff, "' J
FEB 1 3

Preservation Point CAMA Major Permits 1 -
Appendix B
Preservation Point Vicinity Map
Page 11 of 26 (2/10/2020)

Preservation Point C&� Major Permit
����
Appendix C
DWk a£cFR Water Classification Map
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This map was produced by the Geographic Information Systems (GIS)
program. Informational data used to create this map were collected from
federal, state, county, and private organizations. This map is a general
guide to assist the public and is for illustrative purposes only. While every
effort is made to keep this map accurate and up-to-date, it is not intended
to replace any official source. Under no circumstances shall the State of
North Carolina be liable for any actions taken or omissions made from
reliance on any information contained herein from whatever source nor
shall the State be liable for any other consequences from any such reliance
Background imagery are U.S. Geological Fishery Nursery Aram Fishery Nursery Areas
Survey 1:100,0013-scale planknetric maps. Primary
Permanent Secondary Map Datum: NAD83
Special SeCOrKIMY 1 as R Map Projection: NC State Plane
+ Map Date: March 2011
Military Danger 1000 0 1000 20M Yards
Zones and
Restricted Areas MAR 0 9 201-
locator map Inland waters (WRC jurisdilcton) Map 27 0.7 — 0 0.7 1.4 Miles
C,;�,j Vwy i 'T ZN, NC

This map was produced by the Geographic Information Systems (GIS) I r1a►
program. Informational data used to create this map were collected from
federal, state, county, and private organizations. This map is a general
guide to assist the public and is for illustrative purposes only. While every -
effort is made to keep this map accurate and up-to-date, it is not intendedto replace any official source. Under no circumstances shall the State of
North Carolina be liable for any actions taken or omissions made from
reliance on any information contained herein from Whatever source nor z
shall the State be liable for any other consequences from any such reliance. j A
1 `
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` Map Data: March 2011
® Military Danger MAR 0 9 202C,,000 0 1000 2000 Yards
Zones and
Restricted Areas
locator map 0.7 0 0.7 1.4 Mies
Inland walers(WRC jursdction) Map 25

Preservation Point CAMA Major Permit-��
Appendix E
HSS Shellfish Closure Map
North Carolina Shellfish Harvesting Area Closure Maps
NOTE
Shellfish harvesting areas may temporarily close due to rain.
Please call 252-7 6-6827 for current temporary closures
Legend
- - - Shellfish Harvesting Area Boundaries
Shellfish Harvesting Area Text
Shellfish Harvesting Areas
Open
Closed
N
w r.
North Carolina D('ti7rtrT)Cnt of
Enwonwentat Ouahty
Division of Mai ine Fisheries
Shetttish Sanrtatron and Recreattonal
Prater Ouahty Seeton
Page 14 of 26 (2/10/2020)
MAR 0 9 2020
^,rep,Fr C,Nr li.
DC, is tl

Preservation Point CAM Major Permit 6i
Appendix
New Hanover County Zoning Map
13
Page l602 (2d*202)
I
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1/15/19 Scoping Meeting Notes
1. The site plan has been revised, to minimize impacts to wetlands, which will be less than % acre;
2. The Applicant is in the process of securing two tracts (referred to as "Progress Park"), to the east
of and connected to the Corbett Tract, that are zoned industrial, front Castle Hayne Road and
encompass approximately 30 acres;
3. The Progress Park tract will be recombined, with the front of the tracts (i.e. along Castle Hayne
Road) rezoned to Business (132), while the remainder will be rezoned Residential (R-15) and will
be part the Preservation Point SD (see attached map);
4. Currently, the combined site plan (both the Corbett and Progress Park tracts) proposes 143 lots,
but this subject to change, with 1 boat slip per lot;
5. New Hanover County (NHC) Conditional Use Permit (CUP) will need to be updated to reflect the
changes to the number of lots and slips;
6. Per the NHC Fire Marshal, the width of the boardwalk extending from the subdivision to the
island and then from the island to the marina facility must be 10', for ATV EMS access. The
Applicant to furnish ATV, accessorized with fire equipment, which is to be stored on site.
7. Need to confirm the flood hazard lines are current, on the island;
8. The COD on the Corbett Tract was previously approved;
9. The Applicant is working with NHC Planning and Zoning on pre and post stormwater quantity
controls, for the residential development;
10. The Applicant has NC DEMLR stormwater approval for the Corbett Tract and are working on a
design for the Progress Park tract;
11. The commercial development and some of the residential behind it will have traditional
stormwater controls (i.e. ponds);
12. S&EC will be permitted through NHC;
13. It is the desire of the Applicant to selectively cut trees;
14. The island has suitable soils for septic;
15. The Applicant intends to explore if a well is possible for potable water, on the island;
16. Golf cart paths, on the island, will be mulch;
17. CFPUA code allows for septic system and well on the island, due to the distance from the
subdivision;
18. Minimal area of decking, around the amenities center, is allowed within the COD (I think this
was 500 SF);
19. Include kayak launches with the permit. Include water depths and total width and Y. widths of
the water body, for each of these features;
20. Marine Fisheries (MF) and DCM would prefer to see fixed structures, with step downs, for the
kayak launches;
21. Bathymetry needs to be updated, in the area of the marina facility, and extend all the way to the
shore;
22. Provide shoaling rates for the area of the marina (i.e. difference between past bathymetry and
new bathymetry data);
23. MF would like to see a buffer between the back of the slips and the island, equal to the length of
boats anticipated to be using the facility, for habitat protection;
24. MF requested that the project narrative address avoidance and minimization regarding the
number of slips (i.e. boat ramp not possible due to lack of vehicular access);
25. Provide width and % width measurements at different locations, if necessary, where the marina
structure is to be located;
26. Ensure turning basin limits have not changed;
27. Incorporate diversion structure into the design of the marina;
MAR 0 9 2020

28. Wildlife Resources noted that the area is now considered "Critical Habitat" for Atlantic Sturgeon,
thus the construction methods and moratorium dates may need to be updated to reflect this
consideration. This will be addressed with the Endangered Species evaluation, at which time US
Fish and Wildlife consultation will take place;
29. DWR requested building footprints be added to lots where wetlands extend into the buildable
area;
30. DWR requested deed notifications be placed on all lots with wetlands within the property
boundaries;
31. DCM cannot accept the application until the Progress Park property is rezoned, to be consistent
with the proposed uses; and
32. DCM will consider issuing the CAMA Major Permit to be valid upon the issuance of a stormwater
permit for Progress Park, contingent upon the stormwater application being submitted for
review.
RECEIVED
MAR 0 9 2020
U`a; A V'k IU aINGTON, NC

DocuSign Envelope ID: E4C9l8CF-8D70-4C79-904A-6E568C7645F5
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
June 11, 2019
New Hanover County
DWR Project: 2019-0554
Preservation Point Partners, LLC
Progress Park Partners, LLC
Mr. Scott Rye
9827 Gogdill Road, Suite 1
Knoxville, TN 37932
Subject Property: Preservation Point Subdivision
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Rye,
You have our approval, in accordance with the attached conditions and those listed below, to
permanently impact 0.379 acres of 404 wetlands and to temporarily impact 0.015 acres of 404
wetlands in order to a residential subdivision as described in the application received by the N.C.
Division of Water Resources (DWR) on May 21, 2019. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Numbers 4135
(GC4135) and 4139 (GC4139).
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 Permit. This Certification can also be found on line at:
http://Mrtal.ncdenr.org/web/wq/swp/Ws/401/certsandpermits.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
MAR 0 9 2020
QN rth Carolina Department of Environmental Quality Division of Water Resources 'TON NC
��EWilmington Regional Office i 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
aV 910.796.7215

DocuSign Envelope ID: E4C918CF-8D70-4C79-904A-6E568C7645F5 Page 2
New Hanover County
2019-0554
The Additional Conditions of the Certification are:
l . This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If
you change your project, you must notify the Division and you may be required to submit
a new application package with the appropriate fee. If the property is sold, the new owner
must be given a copy of this approval letter and General Certification and is responsible
for complying with all conditions. Any new owner must notify the Division and request
the Certification be issued in their name {I 5A NCAC 02H .0501 and .0502}.
2. Any final construction plans for this project must include or reference the application and
plans approved by the Division under this authorization letter and certification. The
applicant will also be required to evaluate all acquired permits to assure that they are
consistent, and all relative impacts are accounted for and shown on the construction plans.
[15A NCAC 021-1.0502 (b) and 15A NCAC 021-1.0506 (4)] The applicant shall require his
contractors (and/or agents) to comply with all of the terms of this Certification and shall
provide each of its contractors (and/or agents) a copy of this Certification.
3. Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded
as described in 15 A NCAC 2B .0220. Appropriate sediment and erosion control practices
must be used to meet this standard. Turbidity curtains shall be used as appropriate. Please
notify this Office if any turbidity issues arise at 910.796.7215
4. This General Certification shall expire on the same day as the expiration date of the
corresponding General Permit. The conditions in effect on the date of issuance of the
Certification for a specific project shall remain in effect for the life of the project, regardless
of the expiration of this Certification.
5. The permittee shall require its contractors and/or agents to comply with the terms of this
permit in the construction and maintenance of this project and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project a
copy of this certification. A copy of this certification including all conditions shall be
available at the project site during the construction and maintenance of this project. [15A
NCAC 02H .0507 (c) and 15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. Continuing Compliance:
The applicant/permittee and their authorized agents shall conduct all activities in a manner
consistent with State water quality standards (including any requirements resulting from
compliance with 303(d) of the Clean Water Act), and any other appropriate requirements
MAR 0 9 2020
CM `;Ley isI'T0N, NC

DocuSign Envelope ID: E4C918CF-8D70-4C79-904A-6E568C7645F5
Page 3
New Hanover County
2019-0554
of State and Federal law. If the Division determines that such standards or laws are not
being met, including failure to sustain a designated or achieved use, or that State or Federal
law is being violated, or that further conditions are necessary to assure compliance, than
the Division may reevaluate and modify this General Water Quality Certification. [15A
NCAC 02H .0507(d)]
7. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a
hydrocarbon or chemical spill, the permittee/contractor shall immediately contact the
Division of Water Quality, between the hours of 8 am to 5 pm at the Wilmington Regional
Office at 910.796.7215 and after hours and on weekends call [phone].
Management of such spills shall comply with provisions of the North Carolina Oil
Pollution and Hazardous Substances Control Act. [15A NCAC 02H .0506 (b)(3) and
(c)(3), 15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A].
8. Fueling, lubrication and general equipment maintenance should not take place within 50
feet of a waterbody or wetlands to prevent contamination by fuel and oils. [15A NCAC
02H .0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200 (3)(f)].
9. This certification grants permission to the director, an authorized representative of the
Director, or DEQ staff, upon the presentation of proper credentials, to enter the property
during normal business hours 15A NCAC 02H.0502(e).
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant and/or
authorized agent is required to return a completed certificate of completion form to the
NCDEQ DWR 401 and Buffers Unit North Carolina Division of Water Resources, 1617
Mail Service Center, Raleigh, NC, 27699 within ten days of project completion. The
certification of completion is available at:
http://portal.ncdenr.orWweb/wg/swp/ws/40 I/certsandpermits/a
Mly/forms).
Violations of any condition herein set forth may result in revocation of this Certification and
may result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 150B by
filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at
E r= V
MAR 0 9 2020

DocuSign Envelope ID: E4C918CF-8D70-4C79-904A-6E568C7645F5
Page 4
New Hanover County
2019-0554
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information. Within sixty (60) calendar days of receipt of this notice, a petition must be filed with
the OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00 am and 5:00 pm, excluding official state holidays). The petition may be faxed
to the OAH at [phone], provided the original and one copy of the petition along with any
applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service.
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS,
FedEx, etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the
Clean Water Act. If you have any questions, please telephone Chad Coburn in the DWR
Wilmington Regional Office at [phone] or Chad.Coburn(a),ncdenr.gov.
Enclosure: GC4135, GC4139
Sincerely,
FEM
uSiyned W.
S6.4
BAUACMC4.34__
Morella Sanchez -King, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Cc: Dana Lutheran — SEGI (via email)
Rachel Capito — Wilmington Field Office, USACE (via email)
MAR 0 9 2020

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00719 County: New Hanover U.S.G.S. Quad: NC -Castle Havne
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: Preservation Point Partners, LLC
Progress Park Partners, LLC
Scott Rye
9827 Goedill Road
Suite 1
Knoxville, TN 37932
Size (acres) 390
Nearest Waterway Northeast Cape Fear
USGS HUC 03030007
Agent: Southern Environmental Group Inc.
Dana Lutheran
5315 S. College Road
Suite E
Wilmington, NC 28412
Nearest Town Wilmington
River Basin Cape Fear
Coordinates Latitude:34.26882
Longitude:-77.93821
Location description: Property is located west of the intersection of HWY 133 and Castle Havne Road in Wilmington, New
Hanover County North Carolina. Property is bordered to the west by the Northeast Cape Fear River and Smith Creek to the
south. Property includes spoil island and mosquito ditches to the NE Cape Fear.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.379 acre of
wetlands adjacent to Smith Creek and the Northeast Cape Fear River for the construction of road crossings within a new
residential subdivision There are an additiona10.015 acre of temporary impacts associated with the installation of utility lines.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 14. Linear Transportation Projects; NWP 18. Minor Discharges
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 4/26/2019' and the enclosed plans Preservation Point Preliminary Site Plan,
Wetland Impact May dated 4/24/2019, 4/11/2019. Any violation of the attached conditions or deviation from your submitted
plans may subject the permittee to a stop work order, a restoration order, a Class i administrative penalty, and/or appropriate
legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless discretionary authority has
been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Rachel Cayito at (910)-251-4487or Rachel.A.Capito(a usace.army.mil. ,
Corps Regulatory Official:
Expiration Date of Verification: 03/18/2022
Date: 6/10/2019
MAR 0 9 2020

SAW-2019-00719
SPECIAL CONDITIONS
SAW-2019-00719
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit authorization.
2. In order for this permit to be valid, you must obtain 401 Water Quality Certification from the North
Carolina Division of Water Resources. The permittee shall provide the Corps with a copy of the required
certification or waiver of certification from the state prior to proceeding with the work in waters of the
U.S. The permittee shall comply with all conditions of the state certification.
3. The permittee shall avoid the remaining onsite wetlands as shown on the approved drawings. These
natural wetland areas were avoided as part of the permit application review process, and therefore, will
not be disturbed by any dredging, filling, mechanized land clearing, agricultural activities, or other
construction work whatsoever.
4. The permittee shall employ all sedimentation and erosion control measures necessary to prevent an
increase in sedimentation or turbidity within waters and wetlands outside the permit area. This shall
include, but is not limited to, the immediate installation of silt fencing or similar appropriate devices
around all areas subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full compliance with all
aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statutes Chapter
I I3A Article 4).
MAR 0 9 2020
1, 4 V :-T0N, NC

Determination of Jurisdiction:
A. ® There are waters, including wetlands on the above described project area that may be subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued DATE. Action ID: FILE NUMBER.
Basis For Determination: See the preliminary jurisdictional determination form dated 6/10/2019.
Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information ('This information applies only to approved jurisdiction determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
Rachel Capito
Date of JD: 6/10/2019
Expiration Date of JD: Not applicable
FEB 1 3 1020

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F-TIMMIM
Permittee: Preservation Point Partners, tlC. Progress Pant, t-l.C, Scott Rye Action 10: SAW 2019-00719
Project Name: Preservation Point County: New Hanover
tnstructions to Permittee: The Permittee must provide a copy of this form to the Mitigation, Sponsor, either an approved
Mitigation Bank or the North Carolina Division of )Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure
that to the U.S- Army Carps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed copy of this
form before conducting authorized impacts, un#ess otherwise specified below. If more than one mitigation Sponsor will be
used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code lHUC), multiple forms will be attached to the permit., and the separate forms for each Sponsor
and/or HUC must be provided to the appropriate mitigation Sponsors.
instructions to : The Sponsor must verify that the mitigation requirements (credits) shown below are available at the
;dentified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received fragment from the Permittee . Once the form is signed, the Sponsor must update the bank
ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington District Mitigation Office (see contact information on page 2) The Sponsor must also comply with all
reporting requirements established in their authorizing instrument,
Permitted ImPaM and £ along FAIltigation RegWrements:
Permitted t Ad` " a&fn* Ht#C and Basin; t13030007, Cape fear River Basin
_ _er —I _
Stream Impacts i Wettand;i pact=(acres)
--
Warm Cool Corld Riparian Riverine i Riparian Non-Riverine Non -Riparian Coastal
( 0.379
'if more than one mitigation Sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
_nsatoryfst` ' ion 'LC ate Basin: 8- Ht: 03030007, Cape fear River Basin
_ Stream Mitigation (credits) _ — _ _ Wetland ti ation (credits)
Warm Cocr�l '^ old ;Riparian Riverine Riparian Non-Riverine I Non -Riparian Gorrsta?
0158
`;`e :.__t(tthea3t Caoe fear Urtzbretla Atli i iyrt Bank Frac ---- —
;. ;,f the bank to be debited. For umbrella banks, also list the specific site. For NCOMS, list NCOMS, If the NCDM5
acceptance letter identifies a specific site, also last the specific site to be debited).
to be c by the At!447000 Spa ason
Statement of MftifPtion Liabilft Acceptance I, the undersigned, verify that t am authorized to approve mitigation
transactions for the Mitigation Wow shown below, and l certify that the Sponsor agrees to accept full responsitlit#ty for
providing the mitigation ident lied is this docurnent (see the table abovej associated with the USACE Permittee and Action
10 number shown- I also vergy that released credits (ant!/car advance credits for MCO S), as approved by the USACE, are
currently available at the mitigaition site identified above, Further, I understand that if the Sponsor falls to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sportlicir to
ensure compliance asswat . h the suit" requirements.
mitigation (dame: t $ L l.,_,__
V4iLNli!' �a E N. NC

Na Of SPOWSof's Authorized Repregentatilve-:6�—�-�
Signature of Ssw—nso—r's
Authorized Itepresentative Date
Conditions for Transfer of compensat" mitigarm Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for Providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the Permit identified an page One Of this form can begin only after
the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by the North
Carolina Department of Transportation (NCDOT), construction within it'risclktiovial areas may proceed upon permit
issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of permit
issuance. 14CDOT remains fully responsible for the mitigation until the USACE has received this form, confirmi g t
Sponsor has accepted responsibility for Providing the mitigation requirements listed herein. " that the
Signed copies of this document must be retained by the Permittee, Mitigation . no the USACE
records for both the permit and the Bank/ILF Instrument It is the Perm a SOGOS-Or a in h $A E
itteeS responsibility to ensure that the USACE
Project Manager Jaddress below) is provided with a signed copy of this foren-
• If changes are Proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-lov-case approval from the USACE Project Manager and/or North Carolina
interagency Review Team (14CIRT). If approved, higher mitigation ratios may be applied, as W current District guidance
and a new version Of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument,
COmments/Additic" Conditions: A letter from it' c #irmiag their
This form is not valid —iect Manager and by the Mitigation Sponsor on. Page 1, CliKe
s4p-d, the Sponsor ,'�Gerto: 11 of perntw", 4 Ole usW
Project Manager at the addren beilow, and 1)
Athn Todd TWVN#, IZW FORS
of Aleum Rood, Wake Forest NC ZM7 (e "(!PUs0ce-W?nY-mH). Questions regarding this form or any of the
Permit conditions may be directed to the U;�A-14 rvjtr,« Manager below.
USACE Project Manager- Rachel Capito
USACE Field Office: Wilrnmgton Regulatory office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 2W3
Ernail. Rachel-A-Capito@usace,army,nui
USACE Project Manager Silgaatwe
Current Wilmington District rnitigation guidance. including information on mitigation ratios, fundonal assessment$, and
mitigation bank location and availability, and credit classifications tincluding stream temperature and wetland groupings) is
available at http://�`bits.uwe.arrny,mil
FEB 1 3

CpNORTN
RAYMOND GRISWOLD
DEPUTY FIRE MARSHAL
email: [e-mail]
February 19, 2020
Coastal Land Designs
P. O. Box 1172
Wilmington, NC 28402
Attn: Frank Braxton
Dear Mr. Braxton:
NEW HANOVER COUNTY 04
FIRE SERVICES ADMINISTRATION Meea
230 GOVERNMENT CENTER DRIVE, SUITE 130
WILMINGTON, NORTH CAROLINA 28403
PHONE [phone] FAX [phone]
Per our discussion and plan review of the Preservation Point — San Souci Island Amenity
Center and Community Boat Docks, County Fire Services will require the "Boardwalk" from
the mainland to Corbett Island to be a min. 10 foot wide. County Fire Services will require the
10 foot width access from Corbett Island to the docks to follow the North Carolina Fire
Prevention Code. The area just prior to the actual dock area shall have an "Emergency
Operations Staging Area" and it shall provide an extra area of a minimum 4 feet wide by 10
feet long clear of the 10 foot walkway and shall have a standpipe hose connection. This shall
be just prior to entering the actual "T" sections of the docks and clear of all boat slips.
The 10 foot width is needed to insure an adequate travel path for an ATV, associated
equipment and personnel. The "Emergency Operations Staging area, is provided for the
staging of all equipment prior to the docks, to stage equipment for fire fighting operations,
etc. and not block an egress path out to the boats or for retreating and exiting purposes.
Please revise all plans to reflect the Boardwalk and dock areas.
Thank You for your cooperation and please contact me if you desire additional information.
Again the Section on Marinas in the North Carolina Fire Prevention Code — Chapter 36,
Section 3604.6 shall be followed.
Raymond Griswold
Deputy Fire Marshal
New Hanover County Fire Services
910-798-7448 (off.)
910-508-0234 (cell)
RECEIVE
MAR 0 9 Z0Z0
D iC't,4 NC

United States Department of the Interior
�= FISH AND WILDLIFE SERVICE
ir
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters
The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is
a Federally -listed endangered aquatic mammal protected under the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.) and the Marine Mammal Protection Act
of 1972, as amended (16 U.S.0 1461 et seq.). The manatee is also listed as endangered
under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of
the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal
agency responsible for the protection and recovery of the West Indian manatee under the
provisions of the Endangered Species Act.
Adult manatees average 10 feet long and weigh about 2,200 pounds, although some
individuals have been recorded at lengths greater than 13 feet and weighing as much as
3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats,
including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity
extremes. Manatees spend much of their time underwater or partly submerged, making
them difficult to detect even in shallow water. While the manatee's principal stronghold in
the United States is Florida, the species is considered a seasonal inhabitant of North
Carolina with most occurrences reported from June through October.
To protect ,nanatees in North Carolina, the Service's Raleigh Feld Office has prepared
precautionary measures for general construction activities in waters used by the species.
Implementation of these measure will allow in -water projects which do not require blasting
to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines
as conservation measures in a Biological Assessment or Biological Evaluation, or as part
of the determination of impacts on the manatee in an environmental document prepared
pursuant to the National Environmental Policy Act, will expedite the Service's review of the
document for the fulfillment of requirements under Section 7 of the Endangered Species
Act. These measures include:
1. The project manager and/or contractor will inform all personnel associated with the
project that manatees may be present in the project area, and the need to avoid any harm
to these endangered mammals. The project manager will ensure that all construction
personnel know the general appearance of the species and their habit of moving about
completely or partially submerged in shallow water. All construction personnel will be
informed that they are responsible for observing water -related activities for the presence
of manatees. R E CLE:IV
2. The project manager and/or the contractor will advise all construction personnel that
vti 9 2020
��.rt e �x.».iro .� i t✓�

there are civil and criminal penalties for harming, harassing, or killing manatees which are
protected under the Marine Mammal Protection Act and the Endangered Species Act.
3. If a manatee is seen within 100 yards of the active construction and/or dredging
operation or vessel movement, all appropriate precautions will be implemented to ensure
protection of the manatee. These precautions will include the immediate shutdown of
moving equipment if a manatee comes within 50 feet of the operational area of the
equipment. Activities will not resume until the manatee has departed the project area on
its own volition (i.e., it may not be herded or harassed from the area).
4. Any collision with and/or injury to a manatee will be reported immediately. The report
must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the
National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife
Resources Commission (ph. 252.448.1546).
5. A sign will be posted in all vessels associated with the project where it is clearly visible
to the vessel operator. The sign should state:
CAUTION: The endangered manatee may occur in these waters during the warmer
months, primarily from June through October. Idle speed is required if operating
this vessel in shallow water during these months. All equipment must be shut down
if a manatee comes within 50 feet of the vessel or operating equipment. A collision
with and/or injury to the manatee must be reported immediatelyto the U.S. Fish and
Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service
(252.728.8762), and the North Carolina Wildlife Resources Commission
(252.448.1546).
6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to
manatees during project activities. Upon completion of the action, the project manager will
prepare a retort which summarizes all information on manatees e:lcountered and submit
the report to the Service's Raleigh Field Office.
7. All vessels associated with the construction project will operate at "no wake/idle" speeds
at all times while in water where the draft of the vessel provides less than a four foot
clearance from the bottom. All vessels will follow routes of deep water whenever possible.
8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of
material in which manatees cannot become entangled; (b) secured in a manner that they
cannot break free and entangle manatees; and, (c) regularly monitored to ensure that
manatees have not become entangled. Barriers will be placed in a manner to allow
manatees entry to or exit from essential habitat.
Prepared by (rev. 06/2003):
U.S. Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
919/856-4520
EEC'I=-IVE
MAR 0 9 2020
�rt', %VIN,-TGN, NC
:s��v�c:a�:a

Figure 1. The whole body of the West Indian manatee may be visible in clear water; but
in the dark and muddy waters of coastal North Carolina, one normally sees only a small
part of the head when the manatee raises its nose to breathe.
9T[3
Illustration used with the permission of the North Carolina State Museum of Natural Sciences.
Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I.
A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987-
3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52. rE�LE,
¢VL�
MAR 0 9 2020
DC . V „ .�T0N; NC

Preservation Point CAMA Major Permit
Appendix P
New Hanover County Flood Map
O 0 0
0 0
O 0 000000 O 000 00
0000 00
O 0
0 0
O
0 0 0 O
X ® 0000000
00
AE9 0 00 0 00 004
0
0 0 ® 00
� 0 � 0 0 00 �
Project Site O 0 00 O
0 0/
0
0 0 O 0° 0
0 0 0 0 00/0
0 0 O00 0 / 0 0
00 00 00 Q p0
00 0/
0 0 1
0/
O
AE9 O
00 � 0 0
0
0 0
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0
0
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0
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0
0 0
Page 25 of 26 (2/10/2020)
0
0
O
0 0
101
RECEIVED
MAR 0 9 2020

NEW HANOVER COUNTY
PLANNING & LAND USE
230 Government Center Drive, Suite 110, Wilmington, NC 28403
P: [phone] 1 F: [phone] 1 NHCgov.com
Wayne Clark, Director
January 24, 2020
Frank Braxton
Coastal Land Design, PLLC
P.O. Box 1172
Wilmington, NC 28402
VIA EMAIL: [e-mail]
RE: Z17-09 — Special Use Permit — Preservation Point Community Boating Facility
Mr. Braxton,
At their January 6, 2020 meeting, the Board of Commissioners voted (5-0) to approve your
application for a community boating facility located on 134.9 acres of land located within the
Preservation Point development and near the 100 block of Brentwood Drive.
Enclosed is the Board's Order.
If you have any questions or concerns, please do not hesitate to contact me at [phone] or
[e-mail].
Sincerely,
Gideon Smith
Current Planner
cc: Matthew Nichols, Law Office of Matthew A. Nichols, [e-mail]
Nikki Cooper, Law Office of Matthew A. Nichols, [e-mail]
Z17-09 Case File
RECEWED
MAR 0 9 2020

NEW HANOVER COUNTY
PLANNING & LAND USE
230 Government Center Drive, Suite 110, Wilmington, NC 28403
P: [phone] j F: [phone] f NHCgov.com
Wayne Clark, Director
October 18, 2019
Frank Braxton
Coastal Land Design
P.O. Box 1172
Wilmington, NC 28402
VIA EMAIL: [e-mail]
RE: Preservation Point — Performance Residential Development — Preliminary Plan Approval
Mr. Braxton,
The Preservation Point performance residential preliminary plan has been approved by the
Technical Review Committee (TRC). The approved preliminary plan consists of 123 single-family
dwellings and 27 multi -family dwellings on 198.65 acres of land located near the 1500 block of
Castle Hayne Road (PIDs# R04100-001-150-000; R04100-001-015-000; R04100-001-028-000;
R04100-001-016-000; R04100-001-002-000). This approval is valid for two years unless a final plat
application for all or a portion of the project is submitted to the County. The approved preliminary
plan is enclosed.
Please note the project may be subject to additional regulations of the County's development
ordinances, including but not limited to, those referenced in the TRC commL-nts dated June 26,
2019. In addition, this approval does not relieve the applicant from any law, regulation, or
requirement of any other government or regulatory agency.
Approval of this preliminary plan allows for construction plans to be approved for the subject
project. Construction plans must be approved by the TRC prior to full site work taking place on
the property.
If you have any questions or concerns, please do not hesitate to contact me at [phone] or
[e-mail].
Sincerely,
I, U
Gideon Smith
Current Planner
�211VE"
MAR 0 9 2020
Page 1 of 2

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
September 19, 2019
Bobby Southerlin
Archaeological Consultants of the Carolinas, Inc.
121 East First Street
Clayton, NC 27520
Re: Archaeological Report, Preservation Point Subdivision, 1505, 1541, 1603, & 1607 Castle Hayne Road,
Wilmington, New Hanover County, ER 19-1706
Dear Mr. Southerlin:
Thank you for the archaeological survey report concerning the above -referenced project. It is a well written
report that clearly describes the methodology and results. The cultural overview was especially well crafted,
specific to the geographic area of the investigation and utilizing the most recent research.
Two late 20' century home sites and one prehistoric archaeological site were identified and assessed during the
survey fieldwork. All were determined to have no additional research value beyond what was conducted and
presented in the report. Because of this they were not considered eligible for listing on the National Register of
Historic Places. Archaeological Consultants of the Carolinas, Inc. recommends no further archaeological
investigation in conjunction with the Preservation Point Subdivision project. We concur with this
recommendation.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.reviewnao ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
Ramona Bartos, Deputy 11 VLE D
Deputy State Historic Preservation Officer
MAR 0 9 2020
cc: Dana Lutheran, Southern Environmental Group, Inc. (SEGi)
Location: 109 Fast Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

North Carolina Department of Cultural Resources
State Historic Preservation Office
Peter B. Sandbeck, Administrator
[Michael P. Easley, Governor Office of Archives and History
Lisbeth C. Evans, Secretary Division of Historical Resources
Jeffrey J. Crow, Deputy Secretary David Brook, Director
May 23, 2007
Amanda L. Kolb
Environmental Consultant
Southern Environmental Group, Inc.
5315 S. College Road, Suite E
Wilmington, NC 28412
Re: Request for Information Concerning 8-acre Spoil Island, Adjacent to 1521 Cpstle Hayne Road,
Wilmington, New Hanover, ER 07-1035
Dear Ms. Kolb:
We have reviewed your May 14, 2007, request for comment concerning the existence of historic or
archaeological resources on an 8-acre spoil island .27 mile north of the mouth of Smith Creek on the Northeast
Cape Fear River. Though the island is situated within historic rice fields and the adjacent waters may contain
submerged archaeological resources, there are no known historic or archaeological sites on the high ground
(above mean high water) of that property.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
please contact Renee Gledhill -Earley, environmental review coordinator, at 919/733-4763. In all future
communication concerning this project, please cite the above -referenced tracking number.
Sincerely,
cn..� ��& &_�
—
ter Sandbeck
RE � y s�
�EIVED
MAR 0 9 2020
13 ",1 Vs' _"I 'b 3�'0 N, �JC
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 h1ail Service Center, Raleigh NC 276994617 [phone]/733-8653
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone]n 154B01
SURVEY & PLANNING 515 N. Blount Street, Raleigh, NC 4617 Mail Service Center, Raleigh NC 27699-4617 [phone]/715-4801

ENGINEERING
Government Center Drive, Suite 160, Wilmington, NC 2840
P: [phone] J F: [phone] 1 NHCgov.com
Jim lannucci. PE, CFM, County Engineer
December 20, 2019
Coastal Land Design, PLLC
PO Box 1172
Wilmington, NC 28402
Attn: Mr. Jay Carmine, PE
RE: Preservation Point
Dear Mr. Carmine:
We have reviewed the application and submittal package for the above referenced project and have issued
an "Authorization to Construct". Any deviations from the approved plans will require re -submission.
The approval issued by the County is that the application and supporting documents are complete and in
accordance with the requirements of the ordinance. Nothing whatsoever in the approval should be
construed as or be deemed to create additional duties on the part of the County of New Hanover that are
the responsibilities of the Owner and the design professional.
If there is a need for a change in ownership, an "Ownership Change Form" trust be submitted and a fee of
$100.00 will be required.
Please be advised, if the land disturbing exceeds one acre, the project will need a Sedimentation &,
Erosion Control Permit prior to the disturbance,
Please note. Upon completion of the construction required by the "Authorization -To -Construct'; the
design professional's certification must be delivered to the County.
If you have any questions regarding the foregoing information, please contact our office.
Sincerely,
Phil Bevilacqua, FE,
Chief Project Engineer
New Hanover County
PB/pdj
CC' File #784-12/20/19
Mr. Peter S- Rye a Preservation Point Partners, LLC
RMCEIVED
MAR 0 9 2020

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MAR 0 9 208

January 111, 2020
Preservation Point Partners, Ll-C
9827 Cogdill Road, Suf-te 1
Knoxville TN 37932
NEW 14AMOVE-R COUNT Y'
ENGINEERIN(S
'30 k"civenment Center Drive, suite 16 i -o. wlirnington, N( 21 3
P'[phone] (9jc))79g.71)5,j I NHCgov.corn
Jiro lannuccl, PC, CpfA, CoLirrCy Engirjeej
RE: Grading Permit #29-19 Revision #1. Preservation Point
Dear Mr. Scott Rye,
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
acceptable with performance reservations and modifications, Please read the egrmit conditions 19fe ufly offir
return th�"t ned blue Oriffin0l to our office and kee the!�qpv for your records, p
As of April 1, 2019, all new construction activities are required to complete and submit an electronic
Notice of Intent (NOI) form requesting a Certificate of Coverage (COC) under the NCGO10000 Construction
Stormwater General Permit- This form MUST be submitted prior to the commencement of any land disturbing
activity on the above named project,. according to State Story water requirements. The NOI form. may be
accessed at deq,nc.gov/NCG01. Please direct questions about the NOI form to Annette Lucas at
or Paul Clark at i,,
After You submit a complete and correct
NOI Form, a COC will be emailed to you within three business days, initially, DEIALR will not charge a fee for
coverage under the NCG01 permit However, on or after May 1, 2019, a $100 fee will be charged annually. This
fee is to be sent to the DEMLR Stormwater Central Office staff in Rlaleigti-
A copy of the eoclosed land disturbing permit, a copy of the approved erosion and sedimentation control
plan as well as any approved deviations, the NCG01 Permit, ia copy of the Certificate of Compliance (COC),
records of inspections made during the previous 30 days and a rain gauge must be posted at the job site.
Theland disturbing fee of —S12�O4� is due to be paid to New Hanover County Engineering, to my
attention, prior to Plat Recordation.
A preconstruction meeting is optional prior to any land disturbing activity on this project. Please contact
file at [phone] if You would like to schedule this meeting in our office If you choose not to have the
preconstruction mee:: i- VOU il--- act us wit". the date land disturbing activity will takeMaceansite and
ap,ain once the init;'1- C
--fes are installed,
F, E C. '2- 1
MAR 0 9 ZOZO
Q" jA Vy- N, NC

Page 1 of 2
New Hanover County's Erosion and Sedimentation 'Control Program is perforrrr?afJCre_ oriented., requiring
protection of existing natural resources and adjoining properties. If, following the commencement of the project,
it is determined that the plan is inadequate to meet the requirements of the New Hanover County's Erosion and
Sedimentation Control Ordinance, this office may require revisions to the plan and its implementation of the
revisions to insure compliance with the ordinance.
This land disturbing permit will expire within 1 year following the date of approval, if no land disturbing
activity has been undertaken. if no activity takes place within one year after work has begun onsite, the permit
wi
ll expire. Please contact this office to reactivate a permit that has expired.
Acceptance and approval of this erosion control plan is conditioned On your compliance with Federal
and State water quality laws, regulations and rules, This Permit will not preclude any other permits or approvals
necessary for beginning or completing this development, It is the owner's responsibility to have all the approvals
and permits that are required prior to beginning construction.
Please note this approval is based in part on the accuracy of the information provided in the Financially
Responsibility Form, which you provided. You are requested to file an amended form if there is any change in the
information included on the form
Your cooperation is appreciated,
Beth Easley Wetherill
NHC Soil Erosion Specialist
C'
Gideon Smith, Current Planner New Hanover County
Jason Carmine PE, Coastal Land Design
PECEIVED
MAR 0 9 20N
p,r,�4 V;� CTCN, NC

M30Z=
New Hanover County
Department of Engineering
230 Government Center Drive - Suite 160
Wilmington, North Carolina 28403
[phone]
Permit # GP 29-19
Revision #1
LNVP 19-00126
This permit issued to Preservation Point Partners, LLC authorizes the development of 40.15 acres of land at 1541 Castle
Mayne Road for Preservation Point in New Hanover County with - reservations and modifications. This pert -nit issued on
October 25, 2019 is subject to compliance with the application aj- 5. all applicable regulations and special conditions
and notes set forth below. Any plan modifications muss be ARproMd by th,,, _=.. �#cerior �to field �chan changes.
It is understood by the applicant that a representative of New Hanover County's Engineering Department may inspect the site
at any time following the issuance of this Permit A copy of the approved Soil Erosion Control Plan, this permit, a rain gauge and
copies of the Combined Self -Monitoring and Self -inspection Reports must be available at all times at the site,
Failure to execute the provisions of this permit and the approved Soil Erosion Plan, or any other provisions of the New
Hanover County Soil Erosion and Sedimentation Control Ordinance, may result in immediate legal action by the County to the limits
prescribed by the Ordinance. if the measures outlined on the approved Soil Erosion Control Plan and this Permit prove insufficient,
additional Erosion Control measures can and will be required which in turn will be considered provisions of this Permit. This Permit
does not preclude any other permits or approvals necessary fear beginning or completing this development. Approval of an erosion
control plan is conditioned on the applicant's compliance with Federal and State laws, regulations and rules- It is the Permittee's
responsibility to obtain all necessary permits and approvals.
SPECIAL CONDITION
*This project will be built in 2 phases, The Phase I LOD is for infrastructure work and Phase li LOD is for lots which will reouites
additional erosion control if not built on by the permittee. The commercial area along Castle Hayne Road will be permitted
separately. All the soil erosion control measures will be installed as the site is cleared and maintained throughout construction
These include 2 construction entrance, 2 ditch plugs with immediate ditch filling, silt fences, inlet and outlet protection, 2:1 sloped
lined diversion ditches with 2 foot bottoms, 3:1 sloped lined curb outlet swales 2 feet deep with 4 foot bottoms, 3:1 sloped lined
vegetated outlet ditches a minimum of 2 feet deep with 4 foot bottoms, 2 temporary wetland crossings with silt fences, the second
wetland crossing is not allowed until the wetland permits updated and approved, a rip rap lined performed scour hole, 12 sediment
traps with 3 coir baffles in each trap with sodded slopes and Faircloth skimmers, a sediment basin with sodded slopes and a 2.5 inch
Faircloth skimmer with a 2.4 inch orifice, stockpiles surrounded with 01 fence, concrete washouts and all NCGO1 regulations, All
skimmers in sediment traps will be Faircloth skimmers- Sediment -- skimmer is I.S inches with a 0 8 inch orifice, trap 2 is 1-5
inches with a 1.0 inch skimmer, trap 3 is 2 inches with a 1.6 inch trap 4 is 15 inches with a 1.4 inch orificb t D
MAR 0 9 2020
, N1 C

(Continued) - Page Two
7eNMRVV1V1W2=F_T
Revision #1
LNOP 19-00126
inches with a 1.0 inch orifice, trap 6 is 2 inches with a 16 inch orifice, trap 7 is 1.5 inches wit h a 14 inch orifice, trap 8 is LS inches
with a O,8 inch orifice, trap 9 is 1.5 inches with a !.0 inch orifice. trap 10 is 1.5 inches with a 1 .0 orifice, trap 11 is 1.5 inches with a
1.2 inch orifice, and trap 12 is 1.5 inches with a LO inch orifice. All disturbance in wetlands must be done between rain events and
disturbed area in tine wptland!, must be fined with jute. Hay bales are notaltowed It lots are not built on by the pernrittee, additional
permits will be required and additional erosion control on the lots in Phase 2 will be required All Section 2 & 3 lots shalt have
driveway culvert? as sized on the plan.
Revision #1 approved 1/17/20 for 2.35 acres roar ofisne utilities and a storage and layclown area on the commef cial lot and includes
silt fences and a 2:1 sloped stabilized stockpile with silt fence- Notes Construction entrances may also be required.
`Tree Removal Permits and/or Approvals arerequired from the City of Wilmington and/ot New Hanover County 21jgLf to issuance of
this permit and clearing the stte
'Silt fence stakes must be steel and will be placed six feet apart without wire reinforcement or eight feet apart with wire
reinforcement. Silt fence is not allowed as inlet protection,
*This permit does not preclude any permits OF approvals which may be necessary such as the City of Wilmington or New Hanover
County Stormwater, Planning or Zoning, NCDEQ Stormwater, Water Resources or Waste Management, C,A.M.A,, The US Army
Corps of Engineers or any other agencies -
*No sediment shall leave the site
*If plan revisions are necessary you must submit a copy to this office for approval REigr to any field changes.
"If soil is brought onto this site or removed from this site, tt must come from or be tO.en to an approved or permitted site to be
identified to this office pr zr to being brought onsite or removal from the site.
"All City and/or County and State drainage and stormwater requirements will be adhered to_
*If these measures fall to adequately control erosion, more restrictive measures will be required.
"If any phase of grading ceases for more than 15 working days, the site will be temporarily stabilized.
"All slopes must be stabilized within 21 calendar days of any phase of activitV.
The approval of an erosion control plan is conditioned or the applicant's corripliance with Federal and State Water Quality laws,
regulations and rules.
"'Note the required rates for seed, lime, fertilizer and mulch in your seeding specifications
*Enclosed is a Combined 5f'Vt-lonitoring and Self -inspection form that meets of both the NPDES Stormwater
Permit for Constructrt ! �� NCG 010000 reporting and the Land ftesclurf...s, Program that satisfies the
requirements of the _ ; - �rttation Pollution Control Act. These are mentioned below requirements for each
program. These rts are the responsibility of the ly owner. They require a rain, inspections and reporting
everV?lcid within 24 hours of every s n per 24-hour period ar, - - z cif. Y of construction.
Additiona i o! finis Combined Construction 44eport can be found at:--., gj web,%qqj;
Rfobe &I_eoor['--_Z V-J'L Q­J4_R5tiv'­S' cooiao' 61'ev, Hai-ftnilo Or!'inty 79f,'_
;Ilsi C'i -ilt, L-T-W fjvr it, Pi ZIPF Ni rittAl R Zj iceI! (019fi ' I � f t2151
"'Note the NPDES information from the State for sites disturbing I acre or more and the report --sments. All projects roust
include the following surface water withdrawal locations and stabilization requirement designa;� i_ _�"_ plan in order to qualify
for coverage under the most recent NPDES Construction General Permit. All settling basins MW ,Veoutlet 5t(UCtUreS that
withdraw water from the surface, with the excepticin of basins or traps that have a drainage area of less than I acre. Th= ,DES
permit also requires ground cover within 14 calendar days on disturbed flat areas and ground cover within 7 raki i! ")
MAR 0 9 2020

(Continued) - Page Three Permit # GP 29-19
LNDP 19-00126
areas within HQW Zones, perimeter dikes, swales, ditches, per-irrieter slopes and all slopes steeper than 3,1 Exceptions include
slopes that are 10 feet or less in length and not steeper than 2.1 which must be stabilized within 14 calendar days and slopes greater
than 50 feet which roust be stabilized within 7 calendar days. it requires inspections of all erosion control measures and reporting
every 7 days and within 24 hours of every 1.0 inch rain event in a 24-hour Period, This permit also includes other new requirements
which are listed in the text of the NPDES Stormwatet Discharge Permit for Construction Activities, which is included with the original
copy of each land disturbing permit,
*Note the Land Resources Self -inspection Program Requirements. This program is separate from the NPDES reporting and
requires inspection and documentation after each phase of construction. These phases include. Installation of perimeter erosion
control measures, Clearing and grubbing of existing ground cover, Completion of any phase of grading of slopes or fills,
Installation of storm drainage facilities, Completion of construction or development, Establishment of permanent ground cover
sufficient to restrain erosion and any Deviation from the approved plan.
*Pre -construction meetings are optional. Contact Beth E. Wetherill at [phone] to set up a meeting prior to land disturbing
activity onsite. If you do not choose to have a preconstruction meeting . r to startina work n
MM-19-111 W. Almr, �7rlo
This Permit will expire one year from date of issue Acknowledgment of Receipt of Permit
if no construction activity begins on site. This permit
may not be amended or transferred to ano!tgLparty
without Mroval of this office,
Beth E. Wetherill, CY.E.S.C.
Sail Erosion Speciallst/Nevir Hanover County
Owner
RV (please print)
Signature
MAR 0 9 2020

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McGuire, Tyler D
From: [e-mail]
Sent: Monday, March 9, 2020 1:59 PM
To: McGuire, Tyler D
Subject: RE: [External] RE: Preservation Point CAMA Major Application - Additional Information
Required
Attachments: Preservation Point CAMA Major Revised MP-1, 2, 3 and 4 and Sup Doc to DCM
Final.pdf; Hough and Kinder Morgan Green Cards.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Categories: CAMA
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Tyler,
Attached are the following documents, that are meant to replace the previously submitted copies:
MP-1
M P-2
M P-3
M P-4
Revised set of plans (as part of Supplemental Doc.) — Please note we are limiting the project limits, for the island
amenities center, to those areas we are proposing work. This should reduce the need for evaluation of areas outside of
100' of the development areas.
Project Narrative — Due to the fact that page numbers changed, I included the entire document with appendices.
I believe the attached documents are consistent across the board and have been revised as per your comments.
To address Jason's comments regarding the alignment of NHW and coastal wetland lines, performing a survey of these
lines would be exorbitant, in cost, and unnecessary, as permanent impacts to coastal wetlands are not required. In fact,
the proposed development is far removed from any coastal wetlands. The submittal of the CAMA Major will prompt the
USACE to perform, if so desired, a verification of the spoil island. They may choose to issue a "desktop JD", meaning they
approve the line based on previous and current maps. I have reached out to the surveyor to get a copy of the most
recent survey map, with metes and bounds and will forward upon receipt.
Lastly, I have attached the Kinder Morgan and Hough green cards.
If you'd like to sit down and go over the dots together (may be easier with the both of us looking at them), please let me
know a date and time, and I will be there. Feel free to call if you have any questions, in the meantime.
Dana
RECEIVED
MAR 0 9 2020
1 DCM WILMINGTON, NC

Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 2841 2
Office: 910.45 2.271 1
Mo6ile:910.228.18+1 (Preferred)
www.segi.us [segi.us]
From: [e-mail] <[e-mail]>
Sent: Tuesday, February 25, 2020 4:08 PM
To: 'McGuire, Tyler D' <Tyler. McGuire@ ncdenr.gov>
Subject: RE: [External] RE: Preservation Point CAMA Major Application -Additional Information Required
Hello, Tyler.
Attached is the missing page and the Corbett Package Co. signed Notification Statement.
I believe that's everything you needed.
Dana
Southern E nvironmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 2841 2
Office: 910.45 2.271 1
Mo6ile:910.228.18+1 (Preferred)
www.segi.us [segi.us]
From: McGuire, Tyler D <[e-mail]>
Sent: Friday, February 21, 2020 3:49 PM
To: [e-mail]
Subject: RE: [External] RE: Preservation Point CAMA Major Application - Additional Information Required
Dana,
I have received the Fire Marshall's correspondence. However, the plans are missing CW-D1 for the cross sections of the
proposed upland fill. Can you either send me a copy of CW-D1 or drop off a copy?
Thank You,
Environmental Specialist
Division of Coastal Manaument [nccoastalmanagement.net]
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
(910) 796 - 7424
Tyler.McGuireAncdenr.eov RECEIVED
MAR 0 9 2020
2
DCM WILMINGTON, INC

*E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: dlutheran([e-mail] [mailto:[e-mail]]
Sent: Wednesday, February 19, 2020 4:51 PM
To: McGuire, Tyler D <[e-mail]>
Subject: RE: [External] RE: Preservation Point CAMA Major Application - Additional Information Required
Hi, Tyler.
Attached is the fire marshal's letter regarding the boardwalk.
I am still awaiting Corbett's green card. I believe it must have gone to the wrong address. UGH!
Dana
Southern Environmental Group, Inc.
5315 South College }toad, Suite E
Wilmington, NC 28+1 2
Office: 910.452.271 1
Mo6ile:910.228.18+1 (Preferred)
www.segi.us [segLus]
From: dlutheran([e-mail] <[e-mail]>
Sent: Tuesday, January 21, 2020 2:00 PM
To:'McGuire, Tyler D' <[e-mail]>
Cc:'Mairs, Robb L'<[e-mail]>;'MacPherson, Tara' <tara.macphersonC«@ncdenr.gov>
Subject: RE: [External] RE: Preservation Point CAMA Major Application -Additional Information Required
Hi, Tyler
Yes, that is doable, for me.
Southern Environmental Group, Inc.
5515 Soutk College Road, Suite F
Wilmington, NC 28+1 2
Office: 910.452.2J 1 1
Mo6ile:910.228.1841 (Preferred)
RECEIVED
MAR 0 9 2020
3 QCM WILMINGTON, NC

www.seji.us [segi.us]
From: McGuire, Tyler D <Tyler.McGuire @ncdenr.gov>
Sent: Tuesday, January 21, 2020 1:59 PM
To: [e-mail]
Cc: Mairs, Robb L <[e-mail]>; MacPherson, Tara <[e-mail]>
Subject: RE: [External] RE: Preservation Point CAMA Major Application - Additional Information Required
Dana,
Can we make the Preservation Point site visit on Monday February 3RD around 10:00 AM? We will be meeting at the
Cape Fear Memorial Boat Ramp and taking a boat up to the project site. Let me know if you can make this site visit on
this day.
Thank You,
Environmental Specialist
Division of Coastal Management [nccoastalmanagement netl
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
(910) 796 - 7424
Ty1er.McGuire(&ncdenr.2ov
*E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: dlutheran@segims [mailto:[e-mail]]
Sent: Tuesday, January 14, 2020 4:29 PM
To: McGuire, Tyler D <[e-mail]>
Subject: RE: [External] RE: Preservation Point CAMA Major Application - Additional Information Required
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Hey, Tyler.
I was talking with David Scibetta, here in our office, and he said we wouldn't be able to get a boat up in those ditches.
Would need a canoe or kayak. What would be best is a drone!! Thoughts?
5outkern Environmental Group, Inc.
5515 South College Koacl, Suite F
Wilmington, NC 2841 2
office: 910.45 2.271 1
l
MAR 0 9 2020
DCM WILMINGTON, NC

Mo6ile:910.228.18+1 (Preferred)
www.segi.us [segi.us]
From: McGuire, Tyler D <Tyler.McGuire ([e-mail]>
Sent: Monday, January 13, 2020 4:28 PM
To: [e-mail]
Subject: RE: [External] RE: Preservation Point CAMA Major Application -Additional Information Required
Dana,
Are we going out on your boat or do we need to go out on one of ours to reach the site and make a site visit? I was
going to see if either Tara or Robb (maybe both) can help me make this determination if Coastal Wetlands are growing in
the project area for the marina for Preservation Point. If we use your boat can it accommodate up to 4 people?
Thank You,
Environmental Specialist
Division of Coastal Manaeement [nccoastalmanagement nett
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
(910) 796 - 7424
Tyler.McGuire(& ncden r.eov
e��Q.E IQ$`
.�,�Al
*E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] [mailto:[e-mail]]
Sent: Friday, January 10, 2020 9:48 AM
To: McGuire, Tyler D <Tyler.McGuire @ncdenr.gov>
Subject: RE: [External] RE: Preservation Point CAMA Major Application - Additional Information Required
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Hi, Tyler
I've attached the January tide chart for the Cape Fear. Take a look and tell me which date is best for our site visit.
Thanks.
Soutliern Environmental Group, Inc.
5515 South College }toad, Suite E
Wilmington, NC 2841 2
RECEIVED
MAR 0 9 2020
0CM WILMINGTON, NC

Q{fice: 910.452.271 1
Mo6ile:910.228.1841 (Preferred)
www.se�i.us [segi.usl
From: McGuire, Tyler D <Tyler.McGuire @ncdenr.gov>
Sent: Monday, December 23, 2019 11:48 AM
To: [e-mail]
Subject: RE: [External] RE: Preservation Point CAMA Major Application - Additional Information Required
That works just fine for me. See you Friday @ 10 AM.
Environmental Specialist
Division of Coastal Management [nccoastalmanaciement.net]
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
(910) 796 - 7424
Ty1er.McGuire(a,ncdenr.i!ov
*E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] [mailto:[e-mail]
Sent: Monday, December 23, 201r 11:28 AM
To: McGuire, Tyler D <[e-mail]>
Subject: [External] RE: Preservation Point CAMA Major Application - Additional Information Required
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Hi, Tyler
I can meet you this Friday. How bout 10 am?
Southern Environmental Group, Inc.
5315 50utk College }load, Suite E
Wilmington, NC 2841 2
Qi-fi ce: 910.45 2.271 1
Mo6ile:910.228.18+1 (Preferred)
www.segi.us [Segi.us]
RECEIVED
MAR 0 9 2020
DCM WILMINGTON, NC

From: McGuire, Tyler D <[e-mail]>
Sent: Monday, December 23, 2019 11:25 AM
To: [e-mail]
Subject: Preservation Point CAMA Major Application - Additional Information Required
Good Morning Dana,
I was wondering if you would like to come in and meet with me to go over the CAMA major application for Preservation
Point? I reviewed the application and determined we need additional information in order to accept it as complete and
process it. I would like to go over the additional information with you instead of just sending it back. I will be available
today and Friday, as we are closed Tuesday through Thursday for the holiday. I will also be available all next week
except on Wednesday for that holiday and Friday I will be in the field. Let me know which day works best for you and I
will schedule a time for us to go over the additional information for the application.
Thank You & Merry Christmas!
Environmental Specialist
Division of Coastal Management f nccoastalmanaclement.netl
North Carolina Department of Environmental Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
(910) 796 - 7424
Tyler.McGuire(&ncdenr.2ov
*E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
MAR 0 9 2020
.Q M WILMINGTON, NO

MacPherson, Tara
From: [e-mail]
Sent: Tuesday, March 24, 2020 10:50 AM
To: MacPherson, Tara
Subject: RE: [External] RE: Preservation Point Application
Attachments: CAMA Major Supplemental Document 3-24-2020.pdf
Tara,
See my responses below and the CAMA Major Permit packet attached.
`,)outkern E-nvironmental Group, Inc.
5315 5outk College Koacl, ,," cite F
Wilmington, NC 2841 2
Office: 91 0.+5 2.271 1
Mo%ile: 91 o.228.1 841 (preferred)
www.5ePgi.us
From: MacPherson, Tara <[e-mail]>
Sent: Monday, March 23, 2020 4:31 PM
To: [e-mail]
Subject: RE: [External] RE: Preservation Point Application
Hey Dana,
I am trying to get through this thing and there are multiple copies everywhere... I think I have the most recent. You
should have the most recent version, as I sent you the complete packet, via email, on 3/20.
The Narrative, MP-1 and MP-2 do not show the same dimensions for the following:
B1 A-C is it 2100 or 2. 10?? Fixed
KL1-1— Is lt�r 229 x 6? Fixed
KL2-1 is iC21DDr 204 x 6? These need to match and please make sure the drawings sale for the correct
dimension. Fixed
How many areas are elevated above navigable waters on the Boardwalk... I only see one on the drawings? One
The upland form states that there is a 15 ft. by 15 ft. gazebo ... is this the one on the plans over Section 404 wetlands? Yes
Is the spoil island going to have septic but the rest of the site will be CFPUA? Septic
I am unclear as to what the approved limits of disturbance were on the previous projects for these parcels... can you
clarify? The limits of disturbance approved previously consisted of only the mainland part of the project.
1

There were notes left from the last review Jason looked at... the CW/NHW line. Those lines are most likely not the
same... were these points surveyed (please provide land surveyor stamp) or verified when Robb and Tyler went out? We
need to discuss this. Please call me
Is there a copy of the new J%D since the old one was expired? The JD is part of the previously issued NWP.
The temporary impacts for wetlands on A-2 went from a 6 ft. wide temporary corridor to 20 ft. on the latest submittal...
why? We had 2, 6' wide temp. impact corridors on each side of the 10' wide boardwalk, but that didn't include the area
under the boardwalk. So, we added that area and made the temp impact corridor 20'. 1 want to make sure they do not
find themselves in violation due to unauthorized, temporary impacts.
B-1 the side view for the kayak launch does not show the edge of channel... are water depths surveyed? X width of
water body, but edge of channel... Please see the detail (top right corner) for the water depths, which were surveyed,
marsh lines and % width of the waterbody calcs.
C-1 Kayak launch 2 detail... need water depths across the channel to define edge. The dock and launch plan shows that
the float will be below MLW??
Please see the detail (top right corner) for the water depths, which were surveyed, marsh lines and % width of the
waterbody calcs. This area is not PNA. It is my understanding that we are not required to keep the float from resting on
the bottom. I had stops there, but Tyler said they weren't necessary.
D-1 The riparian corridor line was removed on the latest version. Again.. we need transects to determine the edge of
channel on the drawing. We need to discuss this. Please call me .
D-2 please convert so MLW is 0.0 on the profile view. I believe this has been done.
Please indicate the limits of already approved impacts on the plans for an overview of the entire projects and all
parcels. They are shown on the Wetland Impact Map (CW-1, Sheet 10 of 12)
If you have already done any of this I apologize. I am coming into the game very late on this one. We can work together
to get this moving?
Thank you,
Tara
Tara rrlacPherson
Wilmington Region District Manager
NC Division of Coastal Management
Department of Environmental Quality
910 796-7266 office
910 395-3964 fax
tara.macpherson o)ncdenr.aov
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Pubhc Records Law and may be disclosed to third parties.
From: [e-mail] [mailto:dlutheranPsegi.us]
Sent: Friday, March 20, 2020 9:03 AM
2

NORTH CAROLINA
Environmental Quality
April 15, 2020
MEMORANDUM:
FROM: Curt Weychert, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Avenue, Morehead City, NC 28557
Fax: [phone] (Courier 11-12-09)
curt.weychert(o-)NCDENR.gov
SUBJECT: CAMA /Dredge & Fill
Applicant: Preservation Point Partners, LLC
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director, Division of Coastal
Management
Project Location: 1505 Castle Hayne Rd., adjacent to the NE Cape Fear River & Smith Creek, in
Wilmington, New Hanover County
Proposed Project: Proposal to construct a 133-unit subdivision with an open pavilion and amenity area,
boardwalks and a 98-slip community marina within the NE Cape Fear River, with two
(2) kayak launches on Smith Creek and an unnamed tributary adj to the NE Care Fear
River.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Curt Weychert at the address above by May 16, 2020. If you have any questions
regarding the proposed project, contact Tara MacPherson at [phone] when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
PRINT NAME
AGENCY
SIGNATURE
DATE h Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405 919 796 7215

Book 6184 Page 1992
BK: RB 6184
PG: 1992 -1999
NC FEE $26,00
2018037340
ED: RECORD
RECO ED:
NEW HANOVER COUNTY,
REAL ESTATE
TAMMY THELISCH BEASLEY
08:36:41 AM
EXTX $4000.00
REGISTER OF DEEDS
BY ANDREA CRESWELL
ASSISTANT ELECTRONICALLY RECORDED
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax: $4,000.00
Parcel Identifier No.M TIIUV -vur , vy-vvv, t-V - I; Iv v - V W I vim- V WV, r!Az--1 I I/ W ' `••• � —
Verified by _ County on the clay of 2018
By:
Mail/Box to:
This instrument was prepared by: Richard M. Morgan Morgan & Carter PLLC 602 Market Street, Wilmington NC 294g1
Brief description for the Index:
THIS DEED made this day of December, 2018, by and between
GRANTOR
GRANTEE
CORBETT PACKAGE COMPANY, a North Carolina general PRESERVATION POINT PARTNERS, LLC, a Tennessee
partnership limited liability company
P.O. Box 210 9927 Cogdill Road, Suite 1
Wilmington, NC 28402 Knoxville, Tennessee 37932
Enter in appropriate block for each Grantor and Grantee: name, matung aaaress, ana, it appropriate, cnarac►er of cauuy, G.E;.
corporation or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel of land or
condominium unit situated in New Hanover County, North Carolina and more particularly described as follows:
Being all of Tract 3A, Tract 3B, and Tract 3F as shown on a map entitled "Deed Retracement Survey of Lands Belonging to
Corbett Package Company", prepared by ESP Associates, P.A., dated May 2, 2017, and recorded in Map Book (PT , Pages
3M '3o 1 Q %A 10 -.a, in the office of the Register of Deeds of New Hanover County, reference to which map is hereby
made for a more particular and detailed description.
The property hereinabove described was acquired by Grantor by instrument recorded in Book Page
All or a portion of the property herein conveyed includes or X does snot include the primary residence of a Grantor,
A map showing the above described property is recorded in Map Book G 5- , Pages 10013-40l 30 a, in the
office of the Register of Deeds of New Hanover County.
submitted electronically by "Brian A. martin, LLC" BAR 0 9 2020
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover county Register of Deeds.
1�ri 4/4d1 i:4ai 8rr 0TON, NC

Book 6184 Page 1993
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 has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the following
exceptions:
2018 taxes, and easements and restrictions of record applicable to the above real estate, and zoning, building code, and similar
laws and ordinances.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
CORBETT PACKAGE COMPANY
By:��!
Edward M. Corbett, Partner
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, EVa%/` f 4 t&s , a Notary Public for the County of _- S+/'j0'SeA) and
State of North Carolinasdo hereby certify that EDWARD M. CORBETT, a Partner of Corbett Package Company, this day personally
appeared before me acknowledging to me that he voluntarily signed the foregoing document for the purposes therein expressed.
Witness my hand and notarial seal, the i'h day of Dec er, 2018.
No blic
My Commission Expires: t? r
Printed Name of Notary Public:
Page 2 of 8 MAR 0 9 2020

Book 6184 Page 1994
CORBETT PACKAGE COMPANY
Bly JW. Corbett, Partner
STATE OF NORTH CAROLTNA
COUNTY OF NEW HANOVER
1, �� i/ e�y�el>/ 'a Notary Public for the County of � l��V' and
State of North Carolina, o hereby certify that JAMES W. CORBETT, a Partner of Corbett Package Company, this day personally
appeared before me acknowledging to me that he voluntarily signed the foregoing document for the purposes therein expressed.
Witness my hand and notarial seal, this the el-4 day of December, 2018.
OF!Public
My Commission Expires: t�OTARy
Printed Name of Notary Public: P
•
*UFjLiG 2v
�r,Y4z,E
ice. - I
Page 3 of 8 MAR 0 9 2020
�s,am C
M ,.

Book 6184 Page 1995
CORBETT PACKAGE COMPANY
ByIM
Diana . orbett, - rustee a David Scott Corbett Trust Agreement dated
September 12, 20I6, Partner
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, U ��/nf �� %421S a Notary Public for the County of .i1r+tool-'ON and
State of North Caro fma, do hereby certify that DLANA. G. CORBETT, as Co -Trustee under the David Scott Corbett Trust Agreement
dated September 12, 2016, a Partner of Corbett Package Company, this day personally appeared before me acknowledging to me that
she voluntarily signed the foregoing document for the purposes therein expressed,
Witness my hand and notarial seal, this4he ZI07 day of December, 2018.
No blic
My Commission Expires: S`/c� !?-wo '
Printed Name of Notary Public: Alzhe/-4 S'
0 E IV
Page 4 of S MAR 0 9 2020
NN N C

Book 6184 Page 1996
i
r
CORBETT PACKAGE COMPANY
F
By: n..'
Shannon Corbett Maus, as Co -Trustee under the David Scott Corbett Trust Agreement
dated September 12, 2016, Partner
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
a Notary Pub he for the County of _ and
State of North Carolft14 do hereby certify that SHANNON CORBETT MAUS, as Co -Trustee under the bavid Scott Corbett Trust
Agreement dated September 12, 2016, a Partner of Corbett Package Company, this day personally appeared before me acknowledging
to me that she voluntarily signed the foregoing document for the purposes therein expressed.
Witness my hand and notarial seal e — day of DeeWber, 2018.
My Commission Expires: /0 '9e E
Printed Name of Notary Public:
p,ErC-�1C, D
Page 5 of 8 MAR 0 9 2020

Book 6184 page 1997
CORBETT PACKAGE COMPANY
By. bjnn& Q.Q G .
Kendall C. Cobb, as Co -Trustee under the William H. Corbett, II Trust created under
Article II of the Last Will and Testament of William H. Corbett,1I, dated January 16, 2007,
Partner
STATE OF NORTH CAROLINA
COUNTY OF t %h
1, t / I zk, p I- H EP , a Notary Public for the County of �A and
State of North Carolina, do hereby certify that KENDALL C. COBB, as Co -Trustee under the William H. Corbett, II Trust created
under Article 11 of the Last Will and Testament of William H. Corbett, II, dated January 16, 2007, a Partner of Corbett Package
Company, this day personally appeared before me acknowledging to me that she voluntarily signed the foregoing document for the
purposes therein expressed.
Witness my hand and notarial seal, this the day of December, 2018.
ERt7ABETti
J.-H--ALE
Noiazy blic NOTAFty Pt1BLIC
My Commission Expires; AGQAf— _ �i-QDYI I NASH 00M, NC
Printed Name of Notary Public: "
Page 6 of & MAR 0 9 2020

Book 6184 Page 1998
COR13ETT PACKAGE COMPANY
By: CORPAC, LLC, Partner
By
W. Albert Corbett, Member- eget'
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1 JS , a Notary Public for the County of �- Q l n a"S G' 4) _ and
State of North Carolini, do hereby certify that W. Albert Corbett, Member -Manager of Corpac, LLC, partner of CORBETT
PACKAGE COMPANY, this day personally appeared before me acknowledging to me that he voluntarily signed the foregoing
document for the purposes therein expressed.
Witness my hand and notarial seal, the 41hedayofDocember,2018.
No Public �
My Commission Expires:46fJ (O a?.?
Printed Name of Notary Public: •r
C LE ItVE
Page 7 of 8 MAR 0 9 2020

Book 6184 Page 1999
CORBETT PACKAGE COMPANY
By: I
Vivian T. Corbett, as Co -Trustee under the William H. Corbett, II Trust created under
Article II of the Last Will and Testament of William H. Corbett, II, dated January 16, 2007,
Partner
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
, a Notary Public for the County of aAZQ nd
and
State of North Carolina do hereby certify that VIVIAN T. CORBETT, as Co -Trustee under the William H. Corbett;11 Trust created
under Article II of the Last Will and Testament of William H. Corbett, II, dated January 16, 2007, a Partner of Corbett Package
Company, this day personally appeared before me acknowledging to me that she voluntarily signed the foregoing document for the
purposes therein expressed.
Witness my hand and notarial seal, this the L-- day of December, 2018.
44 e Z, Se cell
Public
My Commission Expires:
Printed Name of Notary PA�W �Sp
�
Lam,_
%AOTAq),
,*UBLIG
c�_-C E. 1.V
MAR 0 9 2020
Page 8 of 8
Mn

Book 6201 Page 1738
BK: RB 6201
PG: 1738 -1742
RECORDED:
03/1812019
11:17:29 AM
BY: ANDREA CRESWELL
ASSISTANT
NC FEE $26.00
2019007368
NEW HANOVER COUNTY, REAL ESTATE
TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS EXTX $3800.00
ELECTRONICALLY RECORDED
Prepared by and Return DESC: Tracts San Souci if chocked,
to: Clark, Newton & P N:R04100-001-015-000, the property includes the
Evans, P.A. R04100-001-016- primary residence of at
509 Princess Street, 000,R04100- 001-028-000 least one of the parties
Wilmington, NC 28401 REV: 3 S OO defined as Grantor (NCGS
910.762.8743 §105-317.2)
NO TITLE OPINION OR TAX ADVICE GIVEN BY PREPARER
NORTH CAROLINA
SPECIAL WARRANTY DEED
COUNTY OF: NEW HANOVER
THIS DEED, made effective the f_ day of March, 2019, by and between
Progress Park Partners, LLC, a North Carolina limited liability company with a notice
and mailing address et 1406 Castle Hayne Rd., Wilmington, NC 28401, Grantor, and
Preservation Point Partners, LLC, a Tennessee limited liability company with a notice
and mailing address at 9827 Cogdill Road, Ste. 1, Knoxville, TN 37932, Grantee. The
designations 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 oonsideration 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 those certain lots or
parcels of rand situated in New Hanover County, North Carolina, and more particularly
described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
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. rs�°' 1^� a -m8�i p 6' LJ'� iMi VILI'vill',"G 1 OIv,NC
FEB 1 3 20Z.0
submitted electronically by "Brian A. Martin, LLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover County Register of Deeds.

Book 6201 Page 1739
And the Grantor covenants with the Grantee, that Grantor has done nothing to
impair the title during its ownership thereof, with the following additional exceptions:
1. Ad valorem taxes for 2019 and subsequent years;
Z Rights of way, easements, and other matters of record, if any;
3. Zoning and/or subdivision ordinances and regulations, if any; and
4. Restrictive covenants of record, if any.
And further, that Grantor does quitclaim to Grantee all its right, title and interest, if any,
in and to all that certain tract of land described on Exhibit B, free of any warranties
whatsoever.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed in
the manner prescribed by law, as of the day and year first above written.
PROGRES4S PARK PAWNEIRS, LLC
By: ./ (SEAL)
Print.Grego L. Tay r
Its: Manager
NEW HANOVER COUNTY, STATE OF NORTH CAROLINA
certify that the following person(s) personally appeared before me this day,
each acknowledging to me that he or she voluntarily signed the foregoing document for
the purpose stated therein and in the capacity indicated:. Gregory L. Taylor
Date: Ma, ,izhi ma. 2019
h
j-5FICIAL So`-) ,J";
of
'Pr"q�nraaruu,,N"`,
My commission expires:
4 Notary Public
Notary's Printed or Typed Name
D C M LN4� 1NG CN, NC
FEB 1 3 2020

Book 6201 Page 1740
TRACT ONE:
Beginning at a stake on the West side of U.S. Highway 117 (formerly known as the
Macadam Road), leading from Wilmington to Castle Hayne 1050 feet North from the
Northeast corner of the R. H. Berry tract of eight acres, and running thence North Forty
six (46) degrees West 2190 feet to a stake; thence North. Thirty three (33) degrees Forty
(40) minutes East 210 feet to a stake; thence South Forty six (46) degrees East 2188 feet
to a stake on the Vest side of U.S. Highway 117 (formerly known as the Macadam
Road); thence with the said road South Thirty five (35) degrees Fifteen (15) minutes West
210 feet the point of Beginning; containing 10.4 acres more or less and being Lot Number
6, on Map made, July 19, 1908, by E:J:W. Anders, C_E: said lot of land being -about one
half mile from the city limits of Wilmington, N. C., and being the same as conveyed to
A.S. Kirby and wife, Lula W. Kirby by 1-0. Smith and wife, Annie C. Smith, by deed
dated Jan. 26th, 1918 and recorded. in Book 98 at Page 258, in the Registry of New
Hanover County; and being thesame as conveyed in Deed Book 2625, at Page 0018, iri
the New Hanover County Registry.
TRACT TWO:
BECrRiNING at a point in the western right of way line of U.S. Highway 117, leading
from Wilmington to Castle Hayne, 1050 feet North from the northeast corner of the l,.H.
Berry tract of eight acres, and running thence North 46 degrees West 155 feet; thence
.North 33 degrees 40 minutes East, and parallel with said U.S. Highway 117, 70 feet;
thence South 46 degrees East 155 feet to the western right of way line of said. U.S.
Highway 117; and thence southwardly with and along the said western right of way line
of said highway 70 feet to the point of Beginning, the same being a part of Lot 5,
according to a map or plat made by E.J.W. Anders, C.E., July 19, 1908- Being the same
land conveyed to Grantor by Herman L. Polk and wife, by deed in Book 373 at Page 373
of the New Hanover County Registry, Being the same as conveyed in Deed Book 2039 at
Page 925, New Hanover County Registry.
DCM WILN"Il s:1 T ON, NC
FEB 1 3 2u€u

Book 6201 Page 1741
EXHIBIT "A"
TRACT 3
BEGINNING at a stone marked "H" on the Western side of the County macadam public road
leading from the City of Wilmington to Castle Hayne (now State Highway #117) in said
County 3187 feet 4 inehes northeastwardly from the northwestern corner of the stone
abutment of the bridge crossing Smith's Creek on said road, said distanco being measured
along the Western side of said road about 10 feet from its center as the same is now laid out
(as of Jtme, 1919), said beginning point being the southeastern comer of a tract 1,�o 5 (being
the second tract herein), running thence North 46' West 2162 feet to a stone marked "ti",
this being the Southern tine of said tract No 5; then South 24° 15' W est 219 feet to a stake;
thence South46' East2120 feet to a stake in the western side of the County macadampublic
road (now State Righway No. 117); thence along said road North 35' 15' East 210 feet to
the point of Beginning. Said tract of land being Traci: No. 4 on map prepared by E. J. W.
Anders, containing 10 171100 acres, more or iess.
TRACT
BEGINNING at a point onthewestern side ofthe Countymacadampublicro'adleadingfrom
the City of Wilmington to Castle Hayne in said county (now State Highway Into. 117) 3187
t'eet 4 inches north, eastwardly from the northwestern corner of the stone abutment of the
bridge Crossing Smith's Creek on said road, said distance being measured along the western
side of said road about 10 feet from its center as the same is now laid out (as of June, 1919)
said beginning point being a stone marked " H" and; running thence North 46' West 2162
feet to another stone marked "H' , thence North24° 15' Bast 135 feet to another stone marked
"Ji" in a branch; thence North 35° _3W East 81 feet to another stone marked "&% thence
South 460 East 2190 feet to the western line of said County road (now State .Highway No.
117) at a point 10 feet from the center thereof (as of June, 1919); and thence along said road
South 350 15' West 210 feet to the begi=ling, containing 10 341100 acres, more or less, and
being Tract No. 5 on map prepared E. J. W. Anders, recorded in Map Book 2, at Page 8
of the New Hanover County Registry.
SAVE AND EXCEPT that property conveyed to the N.C. Department of Transportation in
Book 2845, at Page 570 of the New Hanover County Registry which is. specifically excepted
from this conveyance.
'N'
FEB 1

Book 6201 Page 1742
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Book 6184 Page 2009
f BK: RB 6184 NC Fee $sa o0
PG: 2008 - 2026 2018037344.
'. RECORDED:
NEW HANOVER COUNTY,
12/14/2018
TAMMY THEUSCH BEASLEY
09:33:20 AM EXTX $0.00
REGISTER OF DEEDS
BY: ANGEIA ENGLISH
DEPUTY ELECTRONICALLY RECORDED
DEED OF 'TRUST,
ASSIGNMENT OF LEASES AND RENTS,
SECURITY AGREEMENT
AND FIXTURE FILING
(NORTH CAROLINA)
Prepared by after
recording return to:
Brian A. Martin, LLC
212 Trade Street
Greer, SC 29651
LENDER ADDRESS:
FirstBank
520 W. Summit Hill Dr., Suite 801
Knoxville, TN 37902
Attn: Matt Kemey
TRUSTEE ADDRESS:
Jake Kraemer
504 Old Tavern Circle
Knoxville, TN 37934
�Cgy gi I ,�_,G OIN, NC
i`d� Y'o f9�..l�,�iei'd't�
FEB 1 3 2020
submitted electronically by "Brian A. Martin, LLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover county Register of Deeds.

Book 6184 Page 2009
DEED OF TRUST,
ASSIGNMENT OF LEASES AND RENTS,
SECURITY AGREEMENT
AND FIXTURE FILING
This DEED OF TRUST, ASSIGNMENT OF LEASES AND RENTS, SECURITY AGREEMENT
AND FIXTURE FILING (as amended, restated, replaced, supplemented, or otherwise modified from time
to time, the "Security Instrument") is dated effective as of December ^, 2018 by PRESERVATION
POINT PARTNERS LLC, a Tennessee limited liability company, as grantor ("Grantor"), to JOHN A.
KRA.EMER, a Tennessee resident, as trustee ("Trustee"), for the benefit of FIRSTBANK, a Tennessee
banking corporation, as beneficiary ("Lender").
��aT1�I1-1C� /1►ti
A. LCG Investments, LLC, a Tennessee limited liability company ("Borrower") is indebted
to Lender pursuant to: (i) that certain Master Promissory Note dated as of October 28, 2015 from Borrower
to Lender in the principal amount of $5,000,000.00, as amended and restated pursuant to that certain First
Amended and Restated Master Promissory Note dated as of August 11, 2016 from Borrower to Lender in
the principal amount of $5,400,000.00, as amended and restated pursuant to that certain Second Amended
and Restated Master Promissory Note dated as of October 5, 2016 from Borrower to Lender in the principal
amount of $10,000,000.00 (as amended, restated, modified, extended or renewed from time to time, the
"Master Note"); (ii) that certain Master Credit Agreement dated as of October 28, 2015 by and between
Lender, Debtor, and the Guarantors (as defined therein), as amended and restated pursuant to that certain
First Amended and Restated Master Credit Agreement dated as of August 11, 2016 by and between; Lender,
Borrower, and the Guarantors (as defined therein), as amended and restated pursuant to that certain Second
Amended and Restated Master Credit Agreement dated as of October 5, 2016 by and between Lender,
Borrower, and the Guarantors (as defined therein) (as amended, restated, modified, extenders or renewed
from time to time, the "Loan Agreement"), along with all obligations under all other Loan Documents, as
such term is defined in the Loan Agreement; and (iii) that certain Promissory Note ("Note") dated as of the
date hereof from Borrower to Lender in the principal amount of $1,400,000.00 (the "Individual Loan")
and made pursuant to the terms of the Loan Agreement; and (iv) such other documents executed by
Borrower in connection with the Loan Agreement or Note, which Note and Individual Loan shall mature
on December 5, 2020.
B. Lender is not willing to make the Individual Loan, evidenced by the Note, or otherwise
extend credit to Borrower sinless Grantor mortgages the Mortgage Property (as defined herein) for the
benefit of Lender by the execution and delivery of this Security Instrument.
NOW, THEREFORE, Grantor, and by their acceptance hereof, each of Trustee and Lender
covenants and agrees as follows:
Grantor, in consideration of the Individual Loan, the Note, the Loan Agreement, and the trust
created by this Security Instrument, and to secure to Lender the repayment of the Indebtedness (as defined
in this Security Instrument), and all renewals, extensions and modifications thereof, and the performance
of the covenants and agreements of Borrower and Grantor contained in the Loan Documents (as defined in
the Loan Agreement), irrevocably and unconditionally mortgages, grants, warrants, conveys, bargains,
sells, and assigns to Trustee, in trust, for benefit of Lender, with power of sale and right of entry and
2

Book 6184 Page 2025
IN WITNESS WIFTEREOP', Grantor has signed and delivered this Security Instrument under seat
{where applicable) or has caused this Security Instrument to be signed and delivered by its duly authorized
representative under sea] (where applicable).
GRANTOR:
PRESERVATION POINT PARTNERS LLC,
a Tennessee limited liability company
By: :f�� .. —
Peter Scott Rye, Manager
c
Witness;
Signatur .
Printed a
STATE OF )
COUNTY OFf�C} )
Before me, the undersigned, a Notary Public of said County and State, personally appeared Peter Scott Rye,
with whom I am personally acquainted (or proved to me on the basis of satisfactory evidence), and who,
upon oath, acknowledged himself to be the Manager of Preservation Point Partners LLC, the within narried
bargainer, a Tennessee limited liability company, and that he as such Manager, being authorized so to do,
executed the foregoing instrument for the purposes therein contained, by signing the name of the company
by himself as such Manager.
�k
Witness my hand and seal, this S day of
�} N
My Commission Expires: 4LO??
2018. 1 `,y\��y�}11111YMer�yy���i
Q ' STATE
Public OF
TENNESSEE _
NOTARY r
,{�
PUBLIC
��r` 0 C/�101a1S�s��s��`�
011HM
f
FEB 1 3 2020

Book 6184 Page 2026
EXHIBIT A
All that certain piece, parcel or tract of land designated as Tract 3A, Tract 3B and
Tract 3F as shown on a map entitled "Deed Retracement Survey of Lands Belonging to
Corbett Package Company", prepared by ESP Associates, P.A., dated May 2, 2017, and
recorded in Map Book 65, Pages 300-303 in the office of the Register of Deeds of New
Hanover County, reference to which map is hereby made for a more particular and
detailed description.
This being the same property conveyed o Preservation Point Partners, LLC by
deed of orbett Package Company dated 2- 4 , 2018 and recorded
-124 2018 in Book Wq I at Page 1ggz New Haven
County records.
Parcel ID No.: R04100-001-002-000, R04100-001-003-000, and R04100-001-002-000
d. - V
DCDP vvl W I L kpili",JG T 0N, NC
FEB 1 3 'L'J"0

CAMA MAJOR PLANS
fo r
PRESERVATION POINT
SUBDIVISION
New Hanover County, North Carolina
OWNER/ DEVELOPER:
PRESERVATION POINT PARTNERS, LLC
9827 COGDILL RD., SUITE 1
KNOXVILLE, TN 37932
ENGINEER/ LANDSCAPE ARCHITECT
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License No: P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 wv wv cldeng.com Fax: [phone]
SURVEYOR:
ESP & ASSOCIATES, INC.
211 RACINE DR. SUITE 101
WILMINGTON, NC 28403 (P)910-4443899
www.espassociates.com /LIC# F-1407
CONTENTS
I-1 PROPOSED OVERALL DEVELOPMENT INDEX
-2 PROPOSED ISLAND AMENITY INDEX
A-1 PROPOSED BOARDWALK PLAN & PROFILE T OF2)
A-2 PROPOSED BOARDWALK PLAN & PROFILE (2 OF 2)
B-1 PROPOSED DOCK & LAUNCH PLAN (42 NORTHERN SITE)
C-1 PROPOSED DOCK& LAUNCH PLAN(41 SOUTHERN SITE)
D-1 PROPOSED MARINA PLAN
D-2 PROPOSED MARINA DETAIL PLAN
CW-1 PROPOSED WETLAND IMPACTS
CW-01 PROPOSED WETLAND IMPACT DETAILS
SITE 1 PROPOSED SECTION t DEVELOPMENT
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
RECEIVED
APR 0 3 2020
DCM WILMINGTON, NC
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
COVER
SHEET 1 OF 12

1. Project combined grid factor used Is published 1.00002523.
2- Horizontal datum used for this project is NAD 1983 / NSRS 2011 (US Survey
Feet).
SEE SHEET B-1 3. The ground control coordinates are localized coordinates based on State
Plane coordinates for NGS "HIGHWAY'.
NORTHERN DOCK AND 4. This plat is derived from information gathered by an actual field survey
COASTAL WETLAND CANOE/KAYAK LAUNCH ' made by this office and platted February, 2017.
Ws C.O.D. SETBACK NEII.AND Sf7SETBACK--�.,.,r---- 5. The primary survey control azimuth was established using the NC VRS
Network and verified using NGS control.
r 1 , S 6. All distances are horizontal ground measurements unless otherwise noted.
7. All areas computed by coordinate computation method.
8. Tracts 3A, 3B k 3F are located within multiple FEMA Flood Hazard Areas as
depicted on sheet 1 of 3.
STORWA' /%/ ' '' /r //' "/ / 9. Site zonin and portions of depicted shaded reference information per New
r �WATEMR ,;��cX,�r, //�%/ % //� / /�'//ii Hanover County GIS website.
75 A. %//' ESTUARINE " y�yii'/� �� /- // / / / yi ��i //i 10. Wetlands delineatated by Southern Environmental Group, Inc.
UFFEIi// j / r i 11. USACE Action ID SAW-2019-00719.
12. DWR project number 2019-0554 A.
WRAND
/ SEE SHEET CW-1 HATCH LEGEND:
WETLAND IMPACTS
404 WETLAND HATCH
4yy
COASTAL WETLAND HATCH
COASTAL & 404 WETLAND MIX HATCH
SEE SHEETS D-i & D-2
COMMUNITY BOATING
FACILITY
(ALL COMPONENTS,
FEATURES, & DETAILS) r
D.
ASTAL
NORTH
00
BAR SCALE 00
\ r
a � /
WE
a n
/I
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.ddeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
RECEIVED
APR 0 3 2020
PROP108LION \ 8RALL
DEVELOPMENT INDEX
APPROVED: JBP PROJECT: 989-01
CHECKED: SL SCALE: AS NOTED
DESIGNED: RL RELEASE: PRELIMINARY
1-1
SHEET 2 OF 12

i ' � �/// ,� � y/ j SHE I• ,�
1 u
W W W W W W y y 75' C.O.D. COASTAL / /•
COASTAL WETLAND W W W W WETLAND SETBACK
404 WETLAND
y W i
O
NORTH 100 50 0 100 200 / W W yWy y yWy W EBO
yUPLAND
BAR SCALE 1°=100' W W W W y W y W W v •'•
W W W W W, WWW .75' C.O.D./75' A.E.C.
W W W W 4 W BECOME CONCURRENT
W W W W WI W
W W WyW a W •°••,
NORTHEAST CAPE FEAR RIVER W/
W W W y W W 75 A.E.C.
W W y W \\ y W W
W W W y W W \ W W
75' C.O.D. COASTAL W W
\
WETLAND SETBACK WWWW W W W W W W W
• IW W i
SEE SHEETS D-1 & D-2 / W W WWWW yWW y y �1�W
COMMUNITY BOATING FACILITY
iy
W iWy
404 IL Wi ,1.1p',bi
TO COMMUNITY BOATING FACILITY W
PROPOSED 10' WIDE FIXED PIER y
W W .
PROPOSED 20'X200" CONSTRUCTION CROSSING
LOGGING MATS OR ALIKE TO BE USED WHILE
CROSSING WITH HEAVY MACHINERY
HATCH LEGEND:
404 WETLAND HATCH
COASTAL WETLAND HATCH
®COASTAL & 404 WETLAND MIX HATCH
L _ -'PROJECT REVIEW AREA
/ BUILT UPON AREA:
#1: OPEN AIR PAVILLION =5,500 SF
#2: KAYAK STORAGE (NORTH)= 299 SF
#3: GAZEBO (NORTH) = 171 SF
#4: KAYAK STORAGE (SOUTH)= 299 SF /
#5: GAZEBO (SOUTH) = 171 SF
#6: PICKLEBALL COURTS =1,760 SF /
#7: MINIATURE GOLF COURSE =1,407 SF
#8: GAZEBO (SHEET A-2) = 225 SF
TOTAL =9,832 SF
' ESTUARINE SHORELINE BUFFER
50' NC DEMLR STORMWATER ////
/SURFACE WATER SETBACK
--►WWWW ///
�75 A.E.C./75' C.O.Dj.///
/MEAN HIGH WATERLINE //
PR„•
"•OP„QS
•• 23'X13' 299
\W /KAYAK STORAGE
RTJG PATHS
3E MULCH •°'••,.•• W r•� W W ////
W W /
#7: PROPOSED '• \• W W //
MINIATURE GOLF ••...•........••.
COURSE 1.407 SF •�°•.� � W
W
•:W \ W
• W\\ W
i \ W\ W
- s • W W .�. W W �
WW #1: PROPOSED
d W �wiW
55�X100' (5.500 SF1
W W W y W W`W OPEN AIR PAVILLION
W
�\ W 75' O.D./75' A.E.C.
// y W y W y W y W y W W y ,,.••g���°C(RIfA16j�ENT •
75' C.ND O.D. COASTAL y \a `
WETLASETBACK °•••°•
w
•0 ..•••••�
°' #4 RUVOSED
W y W W \q W
F % ••
UPLAND KAYAK W
W W W W
//COASTAL WETLAND W W y • y W y 404 WETLAND W W a W Gy W
W
W
75' A.E.C./75' C.O.D.�W
COASTAL WETLAND
10' IXED OAR NA W
a •m \ W W
W J,
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
w .cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
RECEIVED
APPROVED: JBP PROJECT: 989-01
CHECKED: SL SCALE: AS NOTED
' N DOC DESIGNED: RL RELEASE: PRELIMINARY
'/KAYAK LAUNCH
1-2
SHEET 3 OF 12

D
MULCH
ART PATH
WALKING —
TRAIL
BEGIN 10' WIDE
ELEVATED,
FIXED
BOARDWALK
RISE/FALL SECTIONS TO -
MEET A. D.A. STANDARDS
'ROPOS
31KNNALKI
—
IWYW'v , .y
/404'
WETLAND LINE
_ MEAN
04 WETLAND 30' EST. COAS-
SSHORE.
75' A.E.C./
�30.0'
75'
7C7ANST
_R' S TBAC //F} "PONE
1-C
/ / PRARD - E ELEV
ARD ALK- 50 LF. (5.50
D
El
TTLA'N-D/
O'TEMPO RY NST� CTION�C RID (TO L=31320 SF/0.72 ) / B 1
f f� LAND
/�-��5d' _
PROPOSED BOARDWALK PLAN
SCALE 1"=50' BAR SCALE 1 "=50' MATCHLINE
3H WATER _ B-IB
WETLAND
COMPONENT B-1 C I
ABOVE SUBSTRATE PROPOSED 10' WIDE ELEVATED, t
FIYFrI RC)ARr1WAI K _ 5Rn I F
PROPOSED BOARDWALK PROFILE
SCALE 1"=50'
/POP(O ED 19' WI EL ATED, / / 3 - "' 7/�� 100 L/MATC IHL� BOA1c-7f(DW K-5 050 = Z D AT LIND
D i=
z
.,. .. „
W
cK
,..,,
LuZ
LOU
RY ONS,
NFP00320 /07
C)nT
C0OIDO(TANMOEN 5 TWAVK:I/
wOMWDIX
OAD55ID_ — r0.�0, 050' 10 --/ D.--
PROPOSED BOARDWALK PLAN
SCALE 1"=50' BAR SCALE 1 "=50'
MATCHLINE
U
r ui w
1- ui w U
1�
B-1 C
a
wOLL
w0LL a
j1,100 LF
11 cn
o="
3
_
3
=
o M n
I MATCHLINE
t PROPOSED 10' WIDE ELEVATED, r
m rn m
z
z
M rn m n
t
plypin RhAR11\NAI K _ FFn I F 1
4.0' MIN J 0.1.1 MIN --/ I
ABOVE SUBSTRATE ABOVE NHW
COMPONENT B-iB RISE/FALL SECTIONS MEET A.D.A.
STANDARDS (1' PER 12'2' OR FLATTER)
PROPOSED BOARDWALK PROFILE
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
RECEIVED
APR 0 3 2020
PROFMM 7A'R2'DWALK
PLAN & PROFILE
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
A-1
SHEET 4 OF 12

NORTH
50' 0' 50' 100'
/75' q�EC & CO CO/QST W LAN;COM
BA,,,,,,/// y y „ ' /
/� / � UPLAND
B/9 R C E 1"=50' 150' U uF ER . �\
1.1. _ _
HWTAl/WETLAN
CV GETA/TIV BU FER
/ T PROP ED 0' WIDE 7 L ED 30 L /
/ \
� � FIXED OA�LK- 27 LF /
/ 312.9' y ,�� 7 /
.. ,;. ,c .._. 404 WETLAND /
XI
/ C MP EN B-1 = 5, 0 SF y
0' W E FIXED OA DW LK) y 404 WETLAND yy y " y \
2 ' TE(vfPO ARY CON TR TIOIV ///� ' .v y v �' "
ATCHLIN� CDR DO (TO AL=/yy]1¢'',/32 SF/ .72 F}C) y\ " '� � � �..-� / � �"
//////UPLAND
// � y y
�ROSED UTURE LOT LI E " „ ,. �� \ `` ��� `
COMPONENT -214%
(COMPONENT #8, SHEET I-2) r /
y—15'Xl5' (225 SF)PILE-SUPPORTED /
FIXED GAZEBO
PROPOSED BOARDWALK PLAN (DRIP LINE)
SCALE V=50'
MATCHLINE
B-1 B
COMPONENT B-1A= 5,270 SF
(10' WIDE FIXED BOARDWALK)
PROPOSED 10' WIDE ELEVATED,
FIXED BOARDWALK - 527 LF
30' AEC 75' AEC BUFFER/
VEG. COD COASTAL
BUFFER SETBACK
NORMAL HIGH 404
WATER/COASTAL WETLAND
WETLAND
N MIN ABOVE
SUBSTRATE
PROPOSED BOARDWALK PROFILE
SCALE 1"=50'
RISE/FALL SECTIONS TO
MEET A.D.A. STANDARDS
404
1,627 LF X 10'
:ELEVATED,
)BOARDWALK
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
w .cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
RECEIVE[
APR 0 3 2020
PLAN i PROFILE
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
A-2
SHEET 5 OF 12

75' C.O.D./ 75' A.E.C. . /'
UPLAND /
X COASTAL WED
30' ESTUARINE OSED
30' EST A BUFFER `$ UPLA�&TRAIL -
�' _ #3: PROPOSED 19'X9' (171 SF) FIXED GAZEBO / PR CT
R VIEW AREA
404 WETLAND
GRASS LINE /
MEAN HIGH
IN WATER LINE MEAN OW
WALINE
14' = 1/4' p c ���
/ WATERBODY
' I CO �j EDGE OF CHAN NEL� / •���
1, / 7c_� .obp o® o
= 1,386 K -1 a
/ 6'X231', FI D PIER) O 56.1' WATERBODY 186 ° A
WIDTH
/ 15
QL
/ n
.O M e
'
/ / MEAN LOW WATER LINE •0
/ a �
GRASS LINE
/ PR CT
VIEW AR
%Z z �� o
T DETAIL SCALE V=20'
OASTALW€naND ' n/ KAYAK LAUNCH #1 (NORTHERN)
i SURFkCE AREA OF COMPONENTS OF 56.1'TO
/ KAYAK LU,0 1 (KL1): OPPOSITE
1'=
138 8SSF SF MARSHLIKE T-HEAD WITH RAILING
KL t-- 144.0�r Z� p I GANGWAY
K 3I 24.0 SF AT LEAST 3' FIXED PIER U) Z l
ABOVE NI I
CLl-4 = NENT ' TOT KL1L = 1 & SUBSTRATE 0
L1-4=24.0-SF TOT L-1,578"SF 01 I
/ COMP ENT (8'X3' FLOATING
KL1-2 - 144.0 SF DOC
(18'X8' T-HEA AN LOW •�_.. .,���..�.. 1. �... �_ti_��_�_ WITH RAILI S) WATER LINE' HAJQH LEGS kf
GRASS LINE T T 4 WETLAND HATCH
C A31'AL WETLAND HATCH
4•
PROJJECT REVIEW AREA
COMPONENT oa08• KLt-3 = 24.0 SF i ILMJ T LAUNCHING PLATFORM
DOCK) FLOATING O / (AT MEAN LOW WATER)
DOC
D
EAN LOW , SIDE VIEW (VERTICAL& HORIZONTAL) SCALE V 6
� ' �
WATERLINE KAYAK LAUNCH #1 (NORTHERN)
DOCK AND LAUNCH PLAN SCALE,•=3o
KAYAK LAUNCH #1 (NORTHERN)
2 =
z o
a
4.27
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O. Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
w .cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE. TN 37932
10 February 2020
RECEIVED
A!'R 0 g 2.020
DCM WILMINGTON, NC
YAK LAUNCH #1 (NORTHERN)
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
B-1
SHEET 6 OF 12

75' C.O.D./
_
75' A.E.C.
PROPOSED
'
WALKING/BIKING
V_
IL-
L (UPLAND)
L
'
#5 N80POSEL
V
V-9'X19'FIXED
UPLAND
GAZEBO
(171 SF)
IG- WETLAND LINE
404 WETLAND
V_
1
-
HATCH LEGEND:
FIF-1404 WETLAND HATCH
DCOASTAL WETLAND HATCH
r an PROJECT REVIEW AREA
ILM mi
30' ESTUARINE
SHORELINE BUFFER
V_ ' 1 COMPONENT V_
KL2-1I/-- 1,296 SF1 �-
-- IG, (6'X21'6'�FIXED PIER)
a
ow
3� IL _ --
zo
Lu
-'-`— 0) MEAN H
--__.-__ ---- WATER LINE'
PROPOSED 6'
FIXED PIER (1,296 F)—
GRASS LIN
COASTAL WETLAND ROJECT
REVIEW ARE
a o
- MEAN LOW 0
-MEAN LOW WATER LINE
WA LINE
0
4 0 _
8.5` 1/4 CHANNEL WIDTH - A
i�r �08 /Mw O.�w 00 /G/ SLINE�`
GE OF CHANNEL
�. OL = ___ - DETAIL SCALE I"=20'
' KAYAK LAUNCH #2 (SOUTHERN)
AsrAL — SURFACE AREA OF COMPONENTS
�— WETLAND
OF KAYAK LAUNCH 2 (KL2):
I
KL2-1 SF
Iw
3
to
—'
—�
1.0
---KC2=� _- 10808.0 SF
KL2-3 = 24.0 SF
In
' OPPOSITE
N� 34.1' TINo
z �
u�
V_----""-
_
COMPONENT
��
---____—_______
ROJECT KL2-3 = 24.0
8'X3'-FtOATINING
TOTAL = 1,428.0 SF 6' WIDE FIXED PIER
0I
MARSHLE
. / REVIEW AREA
Y ---- KAYAK LAUNCH)
IL ---'�'— �--- P'i LEAST 3' I=
—� COMPONENT A GRASS LINE r ABOVE z '
_.--.-- KL2-2 = 108.0 SF I SUBSTRATE d
18'X6' L-HEAD IM
ITH RAILINGS
■ _-- MEAN LOW
..le WATER LINE
•o
e
-- — .. GHASSNN♦`
DOCK AND LAUNCH PLAN SCALE V30
KAYAK LAUNCH #2 (SOUTHERN)
6'X18' T-HEAD
WITH RAILING
SIDE VIEW VERTICAL a HORIZONTAL SCALE I"=5'
KAYAK LAUNCH #2 (SOUTHERN)
1
w�
8'X3' FLCIATING
DOCK
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
RECEIVED
APR 0 3 2020
DCM WILMINGTON, NC
YAK LAUNCH #2 (SOUT
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
C-1
SHEET 7 OF 12

\� A 4 ,WETLAN o
EDGE OF MARSH, ,
COASTAL & 404
WETLAND MIX,1ROPOSE010:920
C CI 0591NG J-OQGIjJG, MQT5'DR' QL'IKE ,
COASTAL WETLAND LINE
�iS L LV'h-A4ASN4G1iI�Y,r,_1
MLW \
\\ \ NLW/AMARSHMATE \
NORMAL HIGH WATE
FLOATING M— COMPONENT=3,300 SF
M-3 COMPONENT=680 SF (10.0 LF X 330 LF)
(8.OLF X 85 LF) FLOATING PIER
M-4 COMPONENT=1,010 SF
. _(10 LF X 101 LF)
FLOATING T—HEAD
M-2 COMPONENT=9.,090 SF
(10 LF X 909 LF)
\T
AA WW
FLOATING DOCK
M-1 COMPONENT=680 SF
(8.0 LF X 85 LF)
M-6 COMPONENT=300 SF :--® ® -® ® ®` ® -" " - ® Or
150'(L) X 11(W) DEBRIS DEFLECTOR/
\ BREAKWATER (*SEE NOTE) - "
30' DOCK TO 30' DOCK TO
DEFLECTOR
- � DEFIECTOR—
SOL R 1.NAAVIGA N LIGHT - -
(*�SE NOTE) _— SOLAR NAVIGATION LIGHT
100' BUFFER — (*SEE NOTE)
[1/4 CHANNEL WIDTH (MARSH M-7 COMPONENT=300 SF
LINE TO MARSH LINE) 150'(L) X 11(W) DEBRIS DEFLECTOR/
BREAKWATER (*SEE NOTE)
* The debris deflector/breakwater will be made of three 10 in. o
construction grade dredge pipes with composite block spacers in
between. The pipe closest to the surface of the water will be COMPONENTS GROSS AREA
filled with foam to allow for floatation. The piping will be (SEE SHEET D-2 FOR DETAIL & PROFILE) No
anchored by timber pilings and will extend approximately 3.5 ft M-1= 680 SF
below the surface of the water. Timber pilings will be spaced M-2= 9,090 SF
every 8 ft and will all have solar powered navigation M-3= 680 SIF -O
lights on the upstream side. A solar powered navigation light will M-4= 1,010 SF o
also be located on the downstream side of the outermost piling M-5= 3,300 SF m
(waterward). In addition, the 44 on top of the pipe running the M-6= 150SF
full length of the structure will be painted with reflective paint. M-7= 15f1SF A NORTH
The structure will be 150 ft in length. TOTAL= 15,060 SF 150 0 150 300
TURNING BASIN BAR SCALE 1"=150'
0 100' BUFFER
0
NAVIGATION CHANNEL
DEBRIS DEFLEJ DE I AIL
SCALE: 1:20
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, INC 28402 Fax: [phone]
www.cideng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
RECEIVED
APR 0 3 7.020
DCM WILMINGTON, INC
PROPOSED MARINA PLAN
APPROVED:
JBP
PROJECT:
98M1
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
D-1
SHEET 8 OF 12

*-SEE SHEET D-1 FOR TURNING BASIN AND FIXED PIER„ JO UPL.AN \
-NAVIGATION CHANNEL LOCt>�ION AND DIMENSIONS COAS.T� M-5 COMPONENT=3,300 SF *w.w-�"-a a � \
.> a �""` a * a� a 404iWETbjAND 3 (10.0 LF X 330 LF) i 4D4 WETLAND \\ AN \\ \\
µ yam_
L \
\GH\WAT\
COA A W AN \ \ \ \\
\\\ COASTAL WETLAND LINE _
APPROXIMATE FLOATING DOCK
MARSH LINE = FLOATING DOCK M-1 COMPONENT=680 SF
M-4 COMPONENT=1,010 SF (8.0 LF X 85 LF)
(10 LF X 101 LF)
MEAN LOW WATER LINE
(DEPTH = 0.00) �,„._,., FLOATING T—HEAD
FLOATING DOCK ,}y = M-2 1
M-3 COMPONENT=680 SF ���yyy y/ COMPONENT=9,090 SF
.�' (8.0 LF X 85 LF) py / _ (10 LF X 909 LF)
�- / N
N
r II�Il1II I�IrIIII III6]1II II'r7l�r.j/�' IIIj7III IIIrI'I� IIrIII I �IIFI'I- 1IIf11II
!.I 1.-. ..I li. /.�I /.11 I/.l li ell V'l (111T (l , (1811 Y191 2011 n
FINGER SLIPS:
7 X 40' LENGTH
9 X 45' LENGTH
6 X 50 LENGTH
14 X 35' LENGTH
12 X 30' LENGTH
TOTAL=48
BOATSLIP COUNT
OZY SIZE
10 30X13
30 30X14
2 30X16
4 35X14
10 35X15
17 35X16
6 4OX15
7 4OX17
10 45X16
8 45X18
14 50X19
98 TOTAL SLIPS
_1
u u u /N . NJ -. U U u u
TIE PILING (TYPICAL) 1,285 LF BETWEEN
63 TOTAL PILINGS MARSH LINES
1/4 CHANNEL WIDTH
/ (MARSH LINE TO MARSH LINE)
-M-6 COMPONENT=300 SF i - - ---
150'(L) 1'(W) DEBRIS DEFLECTOR/
BREAKWATER (*SEE NOTE)
PROPOSED DOCK, BOAT SLIP, & PIER DETAIL PLAN
SCALE 1"=80'
/ M-7 COMPONENT=300 SF
150'(L) X 1'(W) DEBRIS DEFLECTOR/
NORTH BREAKWATER (*SEE NOTE)
80 0 — 80 160
BAR SCALE 1"=80'
10' WIDE T—HEAD PROPOSED MARINA PROFILE VIEW (B THRU UPLAND)
F— FLOATING DOCK SCALE 1"=20'
PROPOSED MARINA PROFILE VIEW (A THRU B)
SCALE 1 "=20'
5
0
-5
-10
-15
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, INC 28402 Fax: [phone]
www.cAdeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
10 February 2020
DECEIVER
APR 0 3 2020
OCM WILMINGTON, NO
PROPOSED DOCK, BOAT
SLIP, & PIER DETAIL PLAN
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
D-2
SHEET 9 OF 12

PREWXNLY A UTHMIZM
PEWANEMT IMPACT AR"-7
PREMOUSLY AUTMDRIZED
PMUMMT IMPACT AREA-6
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............
2.V2 TA� X - — -- — --
PF C
ANENT IMPACT AREA-
. . . . . . . . . .
PERMANENT IMPACT AREA-3
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HATC,l IEGiND,
WAITA, ME . (wX Wm n Tm MPm
PRE MY AUTHORIZED
>( --LKM.=.T PACTA_,
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-r' ; iii! �; ii!i! ��/ii . !/%; i!�!i� i! ���jii , //!ii/ /i!� %�
RECEIVED
) I
APR 0 3',
DCM WILMINGTON, NC

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Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.ddeng.00m
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
[phone]
10 February 2020
RECEIVED
APR 0 g 2020
DCM WILMINGTON, NC
APPROVED:
JBP
PROJECT:
989-01
CHECKED:
SL
SCALE:
AS NOTED
DESIGNED:
RL
RELEASE:
PRELIMINARY
CW-D1
SHEET 11 OF 12

0
r
PA
HATCH LEGEND:
0404 WETLAND HATCH
,'COASTAL WETLAND (MIX WITH PHRAGMITES) HATCH
11 100 1 100 200
SCALEBAR •0
Coastal Land Design, PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
P.O.Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
PRESERVATION POINT
SUBDIVISION
CAMA MAJOR PERMIT PLANS
PRESERVATION POINT PARTNERS LLC
9827 COGDILL RD, STE. 1
KNOXVILLE, TN 37932
APR 0 3 2020
PROPOSED SECTION 1
DEVELOPMENT INDEX
APPROVED: JBP PROJECT: 989-01
CHECKED: SL SCALE: AS NOTED
DESIGNED: RL RELEASE: PRELIMINARY
SITE 1
SHEET 12 OF 12

Major Permit Fee Schedule
Project Name: �rZ�sERVAT�oiJ County: � /f5_'_J Check No & Amount: 4¢0,0
}polo"!' ?A9;Av-r—�S (4AIJ0Vr--T4- #*- 10 05S
DCM %
DWQ %
Development Type
Fee
(14300160143510009316256253)
(2430016024351000952341)
I. Private, non-commercial development
that does not involve the filling or
$250
100% ($250)
0% ($0)
excavation of any wetlands or
open water areas:
II. Public or commercial development that
does not involve the filling or excavation
$400
100% ($400)
0% ($0)
of any wetlands or open water areas:
III. For development that involves the
filling and/or excavation of up to 1 acre
of wetlands and/or open water areas,
determine if A,B, C, or D below applies:
III(A). Private, non-commercial
development, if General Water Quality
$250
100% ($250)
0% ($0)
Certification No. 4175 can be applied:
III(B). Public or commercial development,
if General Water Quality Certification
$400
100% ($400)
0% ($0)
No. 4175 can be applied:
III(C). If General Water Quality
Certification No. 4175 could be applied,
but DCM staff determined that additional
$400
60% ($240)
40% ($160)
review and written DWQ concurrence is
needed because of concerns related to
water quality or aquatic life:
'1't r`y
,I
9
III(D). If General Water Quality /
$400
o
60 /o ($240)
0
40 /o ($160)
Certification No. 4175 cannot be applied:
!J
Ii
IV. Development that involves the filli
and/or excavation of more than one acre
$475
60% ($285)
40% ($190)
of wetlands and/or open water areas: