20190554 Ver 2_CAMA Major Supplemental Document_20200615

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Soutkern— nviron� mentaI Cjroup, Inc.
5515 South College Koad, juite r— - Wilmington, NC 2841 2
phone: [phone] • pax: 910.452.2899 • WA: 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

Preservation Point CAMA Major Permit
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
6201 / 1738
5
R04100-001-150-000
+/- 18.01
Preservation Point Partners, LLC
6184 / 1992
Table I 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, Cattail (Typhus
spp), 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.
Page 2 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
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
(Pious 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 styraciva).
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 a 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
NHC
NHC Land Disturbance Permit (Grading/ESC)
29-19
1/17/2020
None
NC DWR
WQCs 4135 & 4139
2019-0554 V1
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 19-17061
Varies
NA
NHC
Rezoning
Z19-06
1 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-
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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 (1)
23
13
299
#3
Gazebo(N)
19
9
171
#4
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
#8
Gazebo
15
15
225
Total BUA
9832
Table 3 Amenities Center Proposed BUA
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
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Preservation Point CAMA Major Permit
crossing this area. For details of the spoil island amenities and location of temporary construction corridor, see Sheet
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
B1-A
Boardwalk
Fixed
527
10
5270
BI-B
Boardwalk
Fixed
550
10
5500
B1-C
Boardwalk
Fixed
550
10
5500
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 unnamed 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
KL 1-1
Pier Fixed
231
6
1386
KL 1-2
Platform Fixed
18
8
144
KL1-3
Dock Floating
8
3
24
KL1-4
Dock Floating
1 8
1 3
24
Table 5 Kayak Launch 91 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
Table 6 Kayak Launch #2 Components Summary
For details of the kayak launches, see Sheets B-1 and C-1, of Appendix F.
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Preservation Point CAMA Major Permit
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
150
Table 7 Marina 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 227 linear feet, from the edge of the
marsh and will not encroach into either the federally maintained channel or beyond'/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 inside
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 manatus), 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. The marina
facility will not be used for overnight docking. Signage, regarding the location of the pump out station, instructions
on what to do should a spill occur and where clean up equipment is located, emergency and facility contact numbers,
and notification that overnight docking is prohibited, will be placed in several locations on the marina structure.
The Applicant has been in contact with the US Coast Guard and will obtain a "Private Aid to Navigation" permit,
prior to installing the debris defectors.
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
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Preservation Point CAMA Major Permit
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
overhead transmission line guide 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-lA — B-IQ 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.
Tahle R Prnnn.ced .Sertinn 404 Wetland Imnart Summary
Impact Area
Description
Temp (T)/Perm (P)
Type
Dimensions
SF / AC
A
Scour Hole
P
Headwater Forest
36' x 46'
1437 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
I Road Crossing
P
Headwater Forest
Irregular
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
4241 SF / 0.097 AC
35,320 SF / 0.81 AC
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 as a result of filling the
resources. The applicant has also raised the 10' wide boardwalk to 4' above the substrate, to minimize the effects of
shading.
Adjacent Riparian Property Owners:
As per 15ANCAC 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
Page 7 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
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
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.
Page 8 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit `7 r ( 7 i
List of Appendices:
A —Project Tract Map and Deeds
B — Vicinity Map
C — DWR Water Classification Map
D — DMF Primary Nursery Area Map
E — HSS Shellfish Closure Map
F — Preservation Point Site Plan
G — New Hanover County Zoning
H— Wetland Resources Map
I —Agency Scoping Meeting Notes
J—DWR 401 Water Quality Certifications
K— USACE Nationwide Permits
L — LCFUMB Mitigation Responsibility Transfer Form
M—New Hanover County Fire Department Correspondence
N - "GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIANMANATEE, Precautionary Measures for Con-
struction Activities in North Carolina Waters"
O — Adjacent Riparian Property Owner Information
P — New Hanover County Flood Map
Q — Issued State and Local Stormwater, Land Disturbance and Special Use Permits
Page 9 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix A
Preservation Point Tract Map and Deeds
Page 10 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
C74)
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Appendix B
Preservation Point Vicinity Map
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Page 11 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix C
DWR NECFR Water Classification Maps
Surface Water Class ifications:
�4 Stream Ind ex: 18-74461)
Strearn Name: Northeast Cape Fear River
i= Descrxption, From mouth of Ness Creek
to Cape Fear River
Clessification: SC;Sw
k' Date of Class-: March31, 1959
same$°t slti-
River Bastin: Cape Fear
ul What dcwoes this More info
Class_ mean?
UlirF. .
.-.=''vl:.r_.= Zoom to •a•
, 74
Surface Water Classifications:
A6.
m Index: 18-74-63
m Name: Smith Creek !
ription_ From source to NortheastCape Fear River
ificat<on: C;sw
of Class.: August 31, 1974�vBasin; Cape Fear
t does this More info
. mean?
t •••
z 2
Page 12 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix D
DMF Primary Nursery Area Map
Page 13 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix E
HSS Shellfish Closure Map
North Carolina Sheti#ish Harvesting Area Closure Maps
NOTE: Shellfish harvesting areas may temporarily close due to rain.
Please call 282-72&6827 for current temporary closures.
Legend
- - - Shellfish Harvesting Area Boundaries
Shellfish Harvesting Area Text
Shellfish Harvesting Areas
opera
Closed
N
+ r
North CarcAirw Depanmenl of
Environmental Quality
Division of Marine Fisheries
Shellfish Sanitelion and Recreational
Water Qualily Seclion
Page 14 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix F
Preservation Point CAMA Major Site Plan
Page 15 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix H
Preservation Point Wetland Resources Map
Page 17 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix I
Preservation Point DEQ Scoping Meeting Notes
Page 18 of 26 (Rev. 5/15/2020)

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Appendix J
DWR 401 Water Quality Certifications 4135 and 4139
Page 19 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix K
USACE NWPs 14 & 18 and PJD
Page 20 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix L
Preservation Point Mitigation Responsibility Transfer Form
Page 21 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix M
NHC Fire Department Correspondence
Page 22 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix N
"GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE, Precautionary Measures
for Construction Activities in North Carolina Waters"
Page 23 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit `7 r ( 7 i
Appendix O
Adjacent Riparian Property Owner Maps
Page 24 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix P
New Hanover County Flood Map
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QD
a Q
T O
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Page 25 of 26 (Rev. 5/15/2020)

Preservation Point CAMA Major Permit
Appendix Q
State and Local Permits
Page 26 of 26 (Rev. 5/15/2020)