SW8170721_HISTORICAL FILE_20180328 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 110121
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2018 03 2 S
YYYYMMDD

Permit Class
NEW
Permit Number
27-18
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vermit
RECEIVED
MAR 2 8 2W
for NCDEO
WILMINGTON RO
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Hampstead Investment Holdings, LLC, 60 Gregory Rd., Suite 1, Leland, NC 28451
Authorizing development in Pender County adi. to the AIW W, at 579 Lewis Road,
Hampstead as requested in the permittee's application dated 11/27/17 (MP-1 & MP-3),
and revised 2/16/18 (MP-2 & MP-4) incl. attached workplan drawings (8), 3-10 of 10, all dated revised 2/16/18.
This permit, issued on March 27, 2018 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
)e subject to rmes, imprisonment or eLVn action, or may cause Lne peruut to ue uuu auu vuiu.
Marina Facility
1) This permit authorizes only the docks, piers, and other structures and uses located in or over the
water that are expressly and specifically set forth in the permit application. No other structure,
whether floating or stationary, shall become a permanent part of this manna facility without permit
modification. No non -water dependent uses of structures shall be conducted on, in or over Public
Trust waters without permit modification.
2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
manna facility. Any sewage discharge at the marina facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced
throughout the entire existence of the permitted structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2021
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
X�
j t�2 Braxton . Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Hampstead Investment Holdings, LLC Permit No. 27-18
Page 2 of 5
ADDITIONAL CONDITIONS
3) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he or she abandons the
permitted activity without having it transferred to a third party.
4) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
5) This permit authorizes a maximum of 22 formalized boat slips.
6) The pier and associated structures shall have a minimum setback distance of 15 feet between any parts
of the structure and the adjacent property owners' riparian access corridors.
7) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
8) The manna shall display a sign showing the location of the on -site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main pier.
9) The construction and/or operation of the authorized facilities shall not directly result in any closure of any
waters that are open to the taking of shellfish where shellfishing is a significant use. Any such closure
directly attributable to the docking facility shall require that the permittee undertake remedial actions to
remedy the situation. Such actions may include, but are not limited to, a removal of any unauthorized
slips or mitigative measures to reduce or eliminate the cause(s) of the closure.
Excavation
10) Excavation shall not exceed -6 feet below normal low water in the access channel and -5 feet below
normal low water in the basin. In no case shall the depth.of excavation exceed the depth of the
connecting waters.
11) In order to protect juvenile shrimp and finfish resources, no excavation will be permitted between the
dates of April 1 and September 30 of any year without the prior approval of the North Carolina Division
of Coastal Management and U.S. Army Corps of Engineers, in consultation with the appropriate
resource agencies.
12) The temporary placement of double handling of fill materials within waters or vegetated wetlands is not
authorized.
13) No excavation shall take place at any time outside of the alignment indicated on the attached workplan
drawings.
14) All excavated materials shall be confined above normal high water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids
into any marsh or surrounding waters.

Hampstead Investment Holdings, LLC Permit No. 27-18
Page 3 of 5
ADDITIONAL CONDITIONS
15) No spoil material shall be placed within 30 feet of the normal high water line.
16) The disposal area shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion.
17) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
initiation of any dredge activities.
Bulkhead
18) The alignment of the authorized, bulkhead shall not exceed a distance of two feet waterward of the
existing deteriorated bulkhead.
19) The bulkhead shall be constructed prior to any backfilling activities.
20) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure.
21) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel. No excavation is permitted except for that which
may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc.
22) The fill material shall be clean and free of any pollutants except in trace quantities.
Upland Development
23) Unless specifically altered herein, this permit authorizes only the land disturbing activities associated with
the drystack facility and associated development, all as expressly and specifically set forth in the permit
application and depicted on the attached work -plat drawings. A representative of the Division of Coastal
Management (DCM) shall evaluate any additional land disturbing activities and/or construction on a case -
by -case basis. Contact a representative of the Division at [phone] prior to the commencement of
any such activity for this determination.
Easement
24) Prior to construction of any new boat slips or other docking facilities under this permit, the permittee shall
apply for and receive an Easement from the Department of Administration's State Property Office as
required under N.C.G.S. 146-12(e).
Erosion & Sedimentation Control
25) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
26) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).

Hampstead Investment Holdings, LLC Permit No. 27-18
Page 4 of 5. .
ADDITIONAL CONDITIONS
NOTE: An Erosion and Sedimentation Control Plan will be required for this project: This plan must be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit, this
plan to the Department of Environmental Quality, Land Quality Section, 127 Cardinal Drive
Extension, Wilmington, NC 28405.
Stormwater Management
27) The Division of Energy, Mineral & Land Resources approval of this project under stormwater
management rules of the Environmental Management Commission is covered by way of Stormwater
Permit No. SW8170721, which was issued on 8/25/17. Any violation of the permit approved by the
DEMLR shall be considered a violation of this CAMA permit.
Maintenance Clause
28). The Division of Coastal Management shall.be notified in writing at least two (2) weeks in advance of any
future maintenance work, as authorized by this permit, and such notification shall include:
A. The number of the original permit.
B. A statement that no dimensional changes are proposed.
C. A copy of the original permit plans with cross -hatching indicating the area to be maintained, the
area to be used for spoil disposal, and the estimated amount of material to be removed. The
location, design and holding capacity of the spoil disposal site shall be approved by a representative
of the Division prior to the initiation of any maintenance dredging activities.
D. The date of map revision and the permittee's signature shown anew on the original plan.
U.S. Army Corps of Engineers Conditions
29) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish and Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements therein. The guidelines can be found at http://www.fws. og v/nc-
es/mammal/manatee guidelines.pdf.
30) Turbidity curtains shall be used during dredging. Turbidity curtains will be made of material in which
listed species cannot become entangled (i.e. reinforced impermeable polycarbonate vinyl fabric (PVC)),
and shall be monitored to ensure listed species are not entangled or trapped in the action area. Turbidity
curtains will be removed promptly when the work is complete and the water quality in the action area
has returned to background conditions.
31) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the permittee will be required, upon due
notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter the structural work or
obstructions caused thereby, without expense to the United States.

Hampstead Investment Holdings, LLC
1
Permit No. 27-18
Page 5 of 5
ADDITIONAL CONDITIONS
32) Approval of the structure is based on determinations that there would be no obstruction to navigation.
The structure may be damaged by wave wash, from passing vessels. Issuance of this permit should not
be construed, as relieving the permittee of taking proper steps to insure the structure and moored boats
will not be damaged by wave wash.
33) The permittee, upon receipt of a notice of revocation of this permit or upon its expiration before
completion of the work will, without expense to the United States and in such time and manner as the
Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre -
project condition.
General
34) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
35) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
36) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
37) No excavation or filling of any vegetated wetlands is authorized by this permit.
NOTE: This facility will be a transient non -community public water system. Please contact the Division
of Water Resources, Public Water Supply Section, at [phone] before initiation of
construction for sampling requirements.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The U.S. Army Corps of Engineers assigned the proposed Action ID No. SAW-2015-01047.
NOTE: The N.C. Division of Water Resources authorized the proposed project by way of General
Certification No. 4144 (DWR Project No. 2017-1604), which was issued on 1/29/18.
NOTE: An application processing fee of $475 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

Coastal Management
ENVIRONMENTAL OUALITV
March 27, 2018
Hampstead Investment Holdings, LLC
Mr. D Logan
60 Gregory Rd., Suite 1
Leland, NC 28451
Dear Mr. Logan:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
The enclosed permit constitutes authorization under the Coastal Area Management Act, and
where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The
original (buff -colored form) is retained by you and it must be available on site when the project is
inspected for compliance. Please sign both the gold original and the white copy and return the white
copy to this office in the enclosed envelope. Signing the permit and proceeding means you have waived
your right of appeal described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to
NCGS 113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter
150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714,
[phone] within twenty (20) days of this decision on your permit. You should also be aware that
another qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all
work must be carried out in accordance with your application. Modifications, time extensions, and
future maintenance requires additional approval. Please read your permit carefully prior to starting
work and review all project plans, as approved. If you plan to have the work done by a contractor, it
would be to your benefit to be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the yellow Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit, you
will be helping to protect our vitally important coastal resources.
Enclosure ,,WiRU
G. Finch - Agent
Sincerely,
+ -
Douglas V. Huggett
Major Permits and Consistency Manager
N.C. Division of Coastal Management
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Eat., Wilmington, NC 28405
919 796 7215

Coastal Management
ENVIRONMENTAL QUALITY
December 7, 2017
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
ROY COOPER
Gmemnr
MICHAEL S. REGAN
Secretary
ovE BRAXTON DAVIS
^�^ fl y ql��( Director
Georgette Scott CU(J
Stormwater Section 15
DEMLR - WiRO
Heather Coats, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 heather. coats@ncdenrpov
Fax: [phone]'(C6uder 0418-33)
CAMA / Dredge & Fill Application Review
Hampstead Investment Holdings, LLC c% D Logan
579 Lewis Rd., adjacent to the AIWW, in Hampstead, Pender Co.
Proposed Project: to construct a 224-slipdry stack facility and 22-slip open water marina
and excavation), and construct associated amenities.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by December 31, 2017. If you have any
questions regarding the proposed project, contact Jason Dail at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: X This agency has no objection to the project as proposed.
"Additional comments may be attached" See s7o72
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.
SIGNED 06" � Cd� DATED 12-13-t
State of Nonh Carolina [ Environmental Quality I Coastal Management
127 Cardinal Ddw Ext., Wilminbhon, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Hampstead Investment Holdings, LLC c/o D. Logan
2. LOCATION OF PROJECT SITE: The project site located at 579 Lewis Road (SR 1564),
adjacent to the AIW W and Topsail Sound, in Hampstead, Pender County.
Photo Index— 2006:26-6632 (P-S,10-13)
State Plane Coordinates - X: 2420480 Y: 241910
Lat: 34°24' 25.213" N Long: 7736' 19.72" W
3. INVESTIGATION TYPE: CAMA / Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 12/5/17
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received —Complete on 11/27/17 Office— Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Pender County
Classification From LUP — Conservation
(B) AEC(s) Involved: PTA, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — septic tank, well and pumphouse
Planned - Relocated septic tank
(F) Type of Structures: Existing — Gravel drive, retail store, docks, bulkhead and parking area.
Planned — Drystack storage, forklift launch, new bulkhead (partial), docking facility,
new septic tank & retaining wall.
(G) Estimated Annual Rate of Erosion: N/A Source —N/A
HABITAT DESCRIPTION: 1AREA1
I)JRI D ' EILLD OTHER
(A) Vegetated Wetlands
78,690 sq. ft.
80 sq. ft.
4,552 sq. ft.
(B) Non -Vegetated Wetlands — (open
(shallow bottom)
(bulkhead)
(incorp.)
water)
250,000 sq. ft.
85,377 sq. ft.
(C) Other- High ground
(high ground
(disturbed at
spoil deposition)
project site)
(D) Total Area Disturbed: 418,699 sq. ft. (9.6 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Not in project area (existing closure)
8. PROJECT SUMMARY: The applicant is proposing to construct a 224-slip dry stack facility (open metal framing)
and 22 slip open water marina (floating dock system) with concrete driveways and parking areas, forklift boat launch pad and
retaining wall. In additional, the applicant proposes to initiate new dredging around the proposed docking system and
maintenance dredge the existing entrance channel.

Hampstead Investment Holdings, LLC
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 579 Lewis Road (SR 1564), adjacent to the AIWW/ Topsail Sound, north of Hampstead, Pender
County. To access the site from Wilmington, take US Hwy 17 N to Sloop Point Loop Road (SR 1563). Turn right onto Sloop
Point Loop Road and travel approximately 2.7 miles to Lewis Road (SR 1564). Make a right on Lewis Road and follow it
approximately 0.6 miles to the sharp right turn in the road. The project site will be located on the left hand side of the road (at
the terminus), adjacent to the public boat ramp and Pecan Grove boat launch area. Currently, the site is operating as
Quartermaster's ship store.
The site consists of one large parcel totaling approximately 2.2 acres with roughly 316 linear feet of water frontage along the
eastern shoreline, which is bulkheaded. The majority of the parcel is highground located on the northern side of Lewis Road.
According to the applicant, the high ground portion of the property has an elevation of approximately 6' above Normal High
Water (NHW). Most of project site is undeveloped highground, and features are limited to an existing septic system (to be
abandoned and replaced), well and pump house, ship shore, bulkhead and docking facility. Vegetation on the highground
portion of the lot consists primarily of lawn grasses, with several Live Oak (Quercus virginiana) and Wax Myrtle (Myrica
cerifera) near the shoreline. There is a thin stand of Coastal Wetlands (predominantly Spartina alterniora, commonly known
as Smooth Marsh Cordgrass) bordering the property's eastern shoreline, just waterward of the existing bulkhead.
Water dependent features existing on the project site include an 8' x 76' parallel shore side dock, two shore perpendicular
finger piers (1 @ 8' x 107' and 1 @ 8' x 115') and multiple mooring piles. According to the application package, current
water depths adjacent to the bulkhead range from approximately +2' to -3 feet at Normal Low Water (NLW). Water depths
beyond the existing finger piers taper to approximately -6' @ NLW near the edge of the existing man-made (and maintained)
channel, which runs parallel to the Atlantic Intracoastal Waterway (AIWW). The existing channel intersects with the existing
access channel for the Lewis Brothers Boatyard. Dredging of the Lewis Brothers boatyard channel has been previously
authorized under the CAMA general and major permit process.
It should be noted that a previous field investigation report (NC WRC Lewis Road Boat Access Area prepared by Holley
Snider and circulated on 7/06/1 1) reported the presence of Eelgrass (Zostera marina), a type of Submerged Aquatic
Vegetation (SAV), in close proximity to the proposed project area during 2011. According to Ms. Snider's field report an
"SA V survey was conducted by Division of Marine Fisheries staff on April 25, 2011 (see provided survey). Eelgrass was
present in sparse patches along the shoreline in areas where water depths were less than 3 feet at NLW. Patches of SAV were
observed within the two southernmost boat slips. "
The project site has a CAMA permit history dating back to at least 2005 (CAMA Major 440-05), with a recent scope of work
being authorized in 2015 (CAMA Major Permit #98-15). Adjacent land uses include a commercial boat yard to the north, a
community docking boat ramp to the south, residential development to the west and the AIWW to the east. Based on historical
records, a known archaeological site, Pd 17 is located within one-half mile of the project site.
The waters of the AIWW adjacent to the project site are classified as SA by the North Carolina Division of Water Resources.
They are NOT designated as a Primary Nursery Area (PNA) by the North Carolina Division of Marine Fisheries, and they
are CLOSED to the harvest of shellfish in the immediate vicinity of the project site.

Hampstead Investment Holdings, LLC
Page 3
PROPOSED PROJECT:
The applicant is proposing to construct a 224-slip dry stack facility (open metal framing) and 22 slip open water marina
(floating dock system) with concrete driveways and parking areas, forklift boat launch pad and retaining wall. In additional,
the applicant proposes to initiate new dredging around the proposed docking system and maintenance dredge the existing
entrance channel.
The proposed upland development associated with the dry stack facility would include travel lanes and parking area (both
constructed using permeable concrete and gravel according to NC State Stormwater Permit No. SW8170721, issued 8/25/17)
and an "open" metal frame boat storage structure. Please refer to see Sheet C-3.1 for a schematic of the proposed upland
development. Essentially, the entire site is to be graded and resurfaced as part of the construction plan. An existing septic
tank, which is currently located within the AEC, would be removed and relocated outside of the AEC, as would the associated
drain field. As proposed, no new additions or expansion would occur at the ship store; However, a new retaining wall,
bulkhead and fork lift drop zone would be installed along the southern property line, adjacent to the existing building. Based
on the attached plans, the only work to be performed within the 30' Coastal Shoreline buffer, would be those water dependent
activities associated with the boat launch/landing. All other work associated with the upland dry stack facility (including
driveways, parking areas, storage, sidewalks, etc.) would be at least 30' from the normal high water line.
Regarding the proposed docking facility, the applicant has indicated all existing docks would be removed and replaced. The
new facility would consist of a new dock spine, which would run parallel to the shoreline and would span the waterfront area
immediately east of the existing ship store. The spine would measure approximately 8' x 202' and would provide access to the
four (4) new floating finger piers. For simplicity and clarification, please refer to sheet 5 of 10 for a detailed layout of docking
system. In short, twenty-two (22) wet slips would be created as a result of this project, incorporating approximately 4,552 sq.
ft. of public trust and estuarine waters. The proposed docking facility would be located between two longer finger piers and
would be outside of the existing maintained channel. Current water depths beneath the proposed floating spine range from 0 to
+2' @ NLW, and depths beneath the proposed finger piers range from +2 to -3' @ NLW.
In addition to the proposed floating structures, the applicant is requesting authorization to construct a new bulkhead along the
southern shoreline. The new wall would extend from the southern property line toward the north, a distance roughly 118'. As
designed, the proposed bulkhead would extend approximately 5' beyond the existing wall at the southern terminus and would
taper back to 1.5'-2' beyond the existing wall near the northern terminus. In total, approximately 80 sq. ft. backfill would be
associated with constriction of the new wall. According to the application package, no additional open water fill would occur
as a result of the proposed project. Similarly, no Coastal Wetlands would be excavated or filled as a result of the proposal.
The final component to the development plan would include dredging the marina basin (new) and entrance channel
(maintenance). According to Sheet 1 of 10, the entire marina basin (196' x 265') would be dredged to a final depth of -6.0' @
NLW. The proposed foot print for the marina would extend from the near shore edge of the Pecan Grove boat ramp dock,
north beyond the footprint of the northern most proposed finger pier, and a distance. approximately 196' offshore of the
proposed bulkhead. The site plans show the western most dredge limits in close proximity to Coastal Wetlands; however, the
applicant has indicated no Coastal Wetlands would be impacted as a result of the project. Existing water depths vary in the
proposed boat basin, and range from +2' @ NLW to -4' @ NLW. Based on DCM's calculations, approximately 6,700 cubic
yards of material would be removed as part of the boat basin excavation.
In addition to the new boat basin excavation, the applicant is planning to perform maintenance excavation within the existing
channel, leading from the NCWRC boat ramp to the AIWW. As proposed, and according to Sheet 4 of 10, a 50' x 535' x -6'
cut would be made within the footprint of the existing channel. Current depths within the existing channel are documented in
the application package at -4'to -6' @ NLW and the applicant is proposing to make the channel uniform throughout. DCM's
calculations suggest the removal of approximately 1,981 cubic yards of material would result from the project, bringing the
total yardage of material for the project to 8,681 cubic yards.

Hampstead Investment Holdings, LLC
Page 4
As designed, the dredging methodology for this project would consist of a bucket -to -barge operation. The application
indicates material would be transported over the water to the future boat lift loading area. From there the material would be
offloaded and transferred to the dry stack area where it would be dewatered. From there, the material would be transported
(via dump truck) to a designated disposal site located at "Sparrows Bend", located along Highway 117, in Hampstead, Pender
Co. Based on supporting documentation, the applicant has received a "Letter of Approval" from the NC Div. of Energy,
Mineral and Land Resources (NCDEMLR), under Project No. PENDE-2017-015, allowing for the deposition of dredge spoil
at the off -site facility. The letter of approval from NCDEMLR is dated July 27, 2017. The off -site tract is comprised of 68
acres; however, the applicant is limiting the deposition area to a size of roughly 500' x 500', or 250,000 sq. ft. Based on the
attached spoil deposition plans, the proposed fill would not impact any wetlands or open water areas.
Considering the nature of the area, bottom contours and the potential for impacts to Shellfish and SAV, because of the project,
the applicant's agent performed a Shellfish and SAV survey on September 1, 2017. Sheet 6 of 10 in the application packet
depicts the area where the samples were collected and where the SAV was investigated. According to the project narrative,
Land Management Group (LMG) sampled an area approximately 0.69 acres in size (within the basin foot print) using a ratio
of 25 square meter plots per acre. Information provided by LMG indicates 18 square meter plots were raked for the presence
of SAV rhizomes along with visual inspections, and `no SAV or SAV rhizomes were identified".
10. ANTICIPATED IMPACTS
The construction of the dry stack area (driveway, parking area, travel pad, frame storage area, etc.) would result in the
disturbance of most of the entire project site, or approximately 85,377 sq. ft. of high ground, with roughly 2,345 sq. ft. of
impact with the 75' AEC. Approximately 22.8% of the total site would be covered with either existing or proposed
impervious coverage. The proposed construction of the docking facility would result in the incorporation of approximately
4,552 sq. ft. or Estuarine and Public Trust Waters. Approximately 80 sq. ft. of open water area would be filled as a result of
the bulkhead installation. According to historical records, the proposed boat basin excavation has the potential to impact areas
of SAV or SAV habitat. Approximately 78,690 sq. ft. of shallow bottom habitat would be disturbed as a result of the
proposed basin and channel excavation. Additionally, approximately 250,000
sq. ft. of high ground would be disturbed as a result of the dredge spoil deposition. As designed, the proposed floating docks
would not encroach into the riparian corridor setbacks on either side, nor would they extend beyond 1 /4/ of the width of the
water body, or beyond the near shore edge of the adjacent channel.
Submitted by: J. Dail Date: December 7, 2017 Office: Wilmington

5. DCM MP-1 Section 6.0 Additional Information
5.1 Section 6. a. Project Narrative
5.1.1 Introduction and Project Location
The applicant, Hampstead Investment Holdings, LLC, purchased the existing ship's store and docking facility in
November of 2016 with the intent to improve the existing store, grounds, docking facilities and add 224 dry
storage slips. The property is located at 579 Lewis Road in Hampstead, Pender County (See Appendix A).
5.1.2 Existing Conditions
The property currently functions as a ship's store (Quarter Master Store at Marker 90) with commercial and
charter fishing leased slips. Much of the property is used for trailer and boat storage (Appendix A, Sheet 1).
On September 12017, LMG staff conducted a shellfish and SAV survey at the site. The survey area encompassed
all the shallow waters within the proposed dredge area out to the edge of the existing channel and totaled 0.69
acres. Using a ratio of 25 square meter plots per acre sampling methodology, 18 square meter plots were raked
for the presence shellfish and SAV or SAV rhizomes while visual inspections were also performed throughout
the survey area. No significant shellfish resource and no SAV or SAV rhizomes were identified. See Appendix A,
Sheet 6 of 10.
5.1.3 Proposed Action
Within the 75' AEC, upland work includes removal or abandonment in place of the existing septic system holding
tank. New impervious and pervious pavement for parking, walkways and fork lift access to the boat launch area.
New bulkhead will be installed waterward of the existing bulkhead from the southwestern property boundary
extending northward around the existing building. A 224-slip dry storage structure will be located outside of the
75' AEC. The dry storage structure will be an open metal frame with concrete footings and gravel underneath.
Pervious and impervious pavement will surround the structure for fork lift access See Appendix A and D for
details.
Waterward work consists of removing the existing docking structures and replacing them with new floating
docks that contain 22 temporary holding slips to support the 224-slip dry storage. New and maintenance
dredging is requested to -6 feet MLLW to ensure navigable depths and decreased maintenance event frequency.
Approximately 8,500 cy of material will be dredge from around the proposed floating docks and within an
existing access channel out to the AIWW, connecting to similar depths (-6 MLLW). A bucket -to -barge dredge is
proposed, material will be offloaded at the proposed boat launch area and then staged at the proposed parking
area before being transport to the permanent disposal location located on upland portions of property owned
by the applicant located near the intersection of INC 17 and Hoover Road (Pin 3293-01-3594-0000). An approved
erosion and sedimentation control plan and jurisdictional determination has been completed. See Appendix C
for details.
The Division of Energy, Mineral and Land Resources (DEMLR) has authorized the project with State Stormwater
Management Permit N. SW8170721. The DEMLR Land Quality Section has issued a Letter of Approval (Project
ID PENDE-2018-006) for the subject erosion and sedimentation control plan.
Application for Major Development Permit— November 2017
Sloop Point Boat Storage
Hampstead, Pender County, North Carolina
RECEIVED
13 DCM WILMINGTON, NC
NOY 2 7 2017

1. Form DCM-MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Hampstead Investment Holdings, LLC
Sloop Point Boat Storage
Applicant 1: First Name
MI
Last Name
D
Logan
Applicant 2: First Name
MI
Last Name
NA
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
60 Gregory Road, Suite 1
Leland
NC
ZIP
Country
Phone No.
FAX No.
28451
USA
910-452-7175
NA
Street Address (if different from above)
Cily
State
ZIP
NA
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group, Inc.
Agentl Contractor 1: First Name
MI
Last Name
Greg
Finch
Agentl Contractor 2: First Name
MI
Last Name
Steve
Morrison
Mailing Address
PO Box
City
State
3805 Wrightsville Avenue, Suite 15
1
Wilmington
NC
ZIP
Phone No. 1
Phone No. 2
28403
910-452-0001
ext.NA
NA ext.NA
FAX No.
Contractor N
NA
NA
Street Address (if different from above)
City
State
ZIP
NA
Email
[e-mail]; [e-mail]
Application for Major Development Permit — November 2017 RECEIVED
Sloop Point Boat Storage DCM WILMINGTOIN. NC
Hampstead, Pender County, North Carolina 1
NOV 2 7 ?017

3. Project Location
County (can be multiple)
Street Address
State Rd. #
Pender
579 Lewis Road
NA
Subdivision Name
City
State
Zip
NA
Hampstead
NC
28443
Phone No.
Lot No.(s) (if many, attach additional page with list)
910-452-7175
NA
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
AIWW
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
❑Natural ®Manmade ❑Unknown
AIWW
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No -
work falls within.
Hampstead
4.
Site Description
a.
Total length of shoreline on the tract (it
b. Size of entire tract (sq.ft.)
.
316
2.2.+/_ acres
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NA
NWL (normal water level)
(it many lot sizes, please attach additional page with a list)
6 ®NHW or ❑NWL
e.
Vegetation on tract
Shrubs, trees and lawn grasses.
I.
Man-made features and uses now on tract
Gravel access and parking, boat storage. Retail store, docks and slips for commercial and recreational fishing uses.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Boat storage, repair and ramps.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
GB
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ®Yes ❑No
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a National ❑Yes ®No ❑NA
Register listed or eligible property? .
Application for Major Development Permit — November 2017
Sloop Point Boat Storage RECEIVED
Hampstead, Pender County, North Carolina DCM \�ILMINGTON, NC
NOV 27 Z017

m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Onsile septic
o. Describe existing drinking water supply source.
Onsile well
P. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
The applicant proposes to remove the existing docks and replace with floating holding docks to support the proposed 224 slip
dry stack facility.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical bulkhead and dock construction methods and equipment will be used. Equipment will be stored on site.
d.
List all development activities you propose.
Replacement of bulkhead along the southern portion of property, new Floating docks to support the 224-slip dry stack facility
located outside the 75' AEC. Removal of existing septic tank within the 75' AEC and relocation outside the AEC. Forklift access
to boat launch area and pedestrian walkways. New retaining wall adjacent to the existing roofed structure.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 1.96 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
No new discharges.
I.
Will wastewater or stormwaler be discharged into a wetland? -No new discharges ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
I.
Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
Application for Major Development Permit — November 2017
Sloop Point Boat Storage RECEIVED
Hampstead, Pender County, North Carolina DCN3W!LMINGTON, NC
gV 2 a 2.0I7

6.
Additional Information
7n
addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (t) am alwaysapplicable 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.
c.
A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d.
A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e.
The appropriate application fee. Check or money order made payable to DENR.
I.
A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Pecan Grove Plantation HOA,_ Inc. - Phone No. NA
Go Century _21
Address'1630 Military Cutoff Road, Wilmington, NC 28/403
Name Glen Mathew Phone No. NA
Address 585 Lewis Road, Hampstead, NC 28443
Name - - Phone No:
Address
g.
A list of previous state or federal.permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
98-15, issued 9/28/15 40-05, issued 1/13/06
SW8170721, issued 8/25/17 DEMLR Project ID PENDE-2018-006, issued 9/11/17
h.
Signed consultant or agent authorization form, if applicable.
i.
Wetland delineation, if necessary.
j.
A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k.
A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of
public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
I understand that any permit issued in response to this application will allow only the development described in the application. The
project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the
aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date: 11/27/2017 Print Name: Greg Finch Agent Land Management Group Inc.
Signature r
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
(DCM MP-4 Structures Information
Application for Major Development Permit — November 2017
Sloop Point Boat Storage RECEIVED
Hampstead, Pander County, North Carolina DCMWILMINGTON, NC
NOV 2 Y 2017

2. Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Access
Other (excluding
Channel
Canal
Boat
Boat
Rock
Rock
shoreline
(NLW or
Basin
Ramp
Groin
Breakwater
stabilization)
NWL)
Length
535'
196'
Width
50'
265'
Avg. Existing
-4 MLLW
-2.5
NA
NA
Depth
MLLW
Final Project
_6 MLLW
-6' MLLW
NA
NA
Depth
11. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type c
cubic yards. Sand
8,500
C. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), of
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(n) Describe the purpose of the excavation in these areas:
NA
to be excavated.
d. High -ground excavation in cubic yards.
None
12. DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of disposal area.
.4 miles north of the intersection of NC 17 and Hoover Rd.
Piw 3293-01-3594-0000.See Appendix C.
C. (i) Do you claim title to disposal area?
®Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh(CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or other
wetlands (WL)? If any boxes are checked, provide the number of
square feet affected.
❑❑ CW SAV ❑SB _
[-]WL ®None
(if) Describe the purpose of disposal in these areas:
NA.
Application for Major Development Permit — November 2017
Sloop Point Boat Storage
Hampstead, Pender County, North Carolina
Dimensions of disposal area.
Irregular, upland portions of PIN 3293-01-3594-0000. See
Appendix C.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ii) If yes, where?
NA
I. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(ii) If yes, how much water area is affected?
Upland disposal location to be determined.
RECEIVED
DOM WILMINGTON, NC
NOV 2 7 2017

3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: _
c. Average distance watenvard of NHW or NWL: <2'
e. Type of stabilization material:
Steel or concrete sheet pile.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 80 s.f. Riprap NA
Breakwater/Sill NA Other NA
i. Source of fill material.
Upland source per contractor
b. Length: 118'
Width: 15
d. Maximum distance waterward of NHW or NWL: 5'
I. (i) Has there been shoreline erosion during preceding 12 months?
❑Yes ®No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information,
NA
h. Type of fill material.
Clean sand/top soil per contractor
4. OTHER FILL ACTIVITIES ❑This section not applicable
(Excluding Shoreline Stabilization)
a. fit Will fill material be brouaht to the site? ❑Yes ®No DNA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area _
(iv) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site and erosion
controlled?
Silt fence
C. (i) Will navigational aids be required as a result of the project?
❑Yes ®No DNA
(ii) If yes, explain what type and how they will be implemented.
NA
Date
1127117
Project N=e _
Sloop Point Boat Storage
Applicant Natne
Hampstead Investment Holdings, LLC
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 ®None
(ii) Describe the purpose of the fill in these areas:
NA
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
t Dragline, backhoe, excavator and/or hydraulic dredge.
d- (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
NA
Applicant Sigtatute
Greg Finch, Agent, Land Management Group, Inc.
Application for Major Development Permit — November 2017
Sloop Point Boat Storage
Hampstead, Pender County, North Carolina
RECEIVED
DCM W!LMINGTON, NC
NOV 2. 7 %011

3. Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
No new buildings. Fork lift access and drop pad
pavement/concrete, 224 dry stack storage (outside 75'
AEC), associated parking and walkways. See Appendix A.
c. Density (give the number of residential units and the units per acre).
No residential units. Dry slack facility with existing ships
store.
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?
®Yes ONO ❑NA
(ii) If yes, list the date submitted: DEMLR Project ID PENDE-2018-
006, issued 9/11/17
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.
2345 s.f.
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.
22.8% total new and existing impervious
j. Describe proposed method of sewage disposal.
Septic — Submitted October 2017, pending.
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down' and residential discharges).
Surface runoff
Application for Major Development Permit — November 2017
Sloop Point Boat Storage
Hampstead, Pender County, North Carolina
b. Number of lots or parcels.
One
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
1.96 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, asphalt, gravel
h. Projects that require a CAMA Major Development Permit may also
require a Stonnwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Duality for review?
®Yes ONO ❑NA
(ii) If yes, list the date submitted: SW8170721, issued 8/25/17
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ONO ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative slormwater
design?
❑Yes ONO ®NA
If yes, attach appropriate documentation.
RECEIVED
DCM WILMINGTON, NC
wv 2 7 2017

m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ❑Yes ®No ❑NA
community, public system, etc.) (ii) If yes, how many acres?
Well
o. When was the lot(s) platted and recorded?
2017-recombination
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
11/27/2017_
Date
Sloop Point Boat Storage ,
Hampstead Investment Holding's, LLC.
r\ppficant \vne
Greg Finch, Agent, Land Management Group, Inc;
Applicant Signature
Application for Major Development Permit — November 2017
Sloop Point Boat Storage
Hampstead, Pender County, North Carolina
RECEIVED
D& WILMINGTON, NC
IN0V b 7 21,117

4. Form DCM MP-4
Structures
(Construction within Public Trust Areas)
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
®Commercial ❑Public/Govemment ❑Private/Community
c. (i) Dock(s) and/or piers)
(ii) Number
1
(iii) Length
202'
IN) Width
8'
(v) Floating
®Yes ❑No
e. (i) Are Platforms included? ❑Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
22 temporary holding slips for dry storage facility.
(ii) Number of slips existing
13
i. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin and/or channel
❑Open water; no dredging required
[]Other; please describe:
k. Typical boat length: 25'
m. (i) Will the facility have lie pilings?
[]Yes ®No
(ii) If yes number of lie pilings?
Application for Major Development Permit — November 2017
Sloop Point Boat Storage
Hampstead, Ponder County, North Carolina
[]This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes ®No
d. (i) Are Finger Piers included? ®Yes []NO
If yes:
(ii) Number 4
(iii) Length 115' 107'' 84': 61'
(iv) Width 8
(v) Floating ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ONO
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
❑ Dockage ('wet slips") only, number of slips:
® Dry storage; number of boats: 224 dry storage slips
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout, charter
boats, sail boats, mixed types).
Mixed types
I. (i) Will the facility be open to, the general public?
❑Yes ONO
RECEIVED
DG41 WILMINGTON, NC
iIOY 2 7 2017

Z DOCKING FACILITY/MARINA OPERATIONS ❑This section not appticable
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
® Toilets for patrons; Number: 2; Location: Within existing ship's store
[]Showers
® Boatholding tank pumpout; Give type and location: Portable pump out, located at office.
b. Describe treatment type and disposal location for all sanitary wastewater.
Onsite septic
c. Describe the disposal of solid waste, fish offal and trash.
Enclosed trash receptacles and dumpster.
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge signs.
e. (i) Give the location and number of "No Sewage Discharge' signs proposed.
One, located at the end of the first finger pier.
(ii) Give the location and number of "Pumpout Available" signs proposed.
One, located at the end of the first finger pier. _
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?
NA
h. Give the number of channel markers and "No Wake" signs proposed.
NA
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
NA
j. What will be the marina policy on overnight and live -aboard dockage?
No overnight or live -aboard dockage.
k. Describe design measures that promote boat basin Flushing?
NA
I. If this project is an expansion of an existing marina, what types of services are currently provided?
NA
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
Dyes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
®Yes ❑No
Application for Major Development Permit — November 2017
Sloop Point Boat Storage RECEIVED
Hampstead, Pender County, North Carolina Dq&1 WILMINGTON, NC
gv 2 7 Z017

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.
(DCW Adiacent CW not affected ❑SAV []SS
❑WL _ ❑None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse slruclure(s):
[]Commercial ❑PubliclGovernment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(ill) Width
15. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
16. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
Application for Major Development Permit — November 2017
Sloop Point Boat Storage -
Hampstead, Pender County, North Carolina
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
11 RECEIVED
DGM WILMINGTON, NC
NOV 2 'If 2-017

7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
Greater than 15' on each side.
Note: For buoy or mooring piling, use arc of swing including length
ofvessel.
c. Width of water body
1000'
e. (i) Will navigational aids be required as a result of the project?
OYes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
NA
b. Proximity of structure(s) to adjacent docking facilities.
33' on southwestern side, 135' on northeastern side.
d. Water depth at waterward end of structure at NLW or NWL
- -4' MLW existing -6 MLLW proposed
8. OTHER ®This section not applicable
a. Give complete description:
11/27/2017. .
Date ..
Sloop Point Boat Storage
Project Name .
Hampstead Investment Holdings, LLC
AppL<ant Name - (�
Agent, Land Management Group, Inc.
Applicant Signature
Application for Major Development Permit - November 2017 RECEIVED
Sloop Point Boat Storage DCM WILMINGTON, NC
Hampstead, Pender County, North Carolina 12
NOV 2 2017

I r
v
Ni
� 4A�
81
SLIFf
City
Topsail
Beach

;'w.`< S i �� E � •°fit . �r� � .�.i'% ��. �` � � j'' i;}���p ''�.�
4l o P i J'• n�i +�filaL `'3'; 9' i qrq Gs 4�♦��i5a ♦'� .,
Apr ¢
`�.,, �1 •1 S\�`, �a �'i5: / .._�._"....�t 4� i..9� .I:f.P ta: �3✓�
i ♦ A t S{�f ,N �

Appendix C-Spoil Disposal Location
cZC: EIi`V£D
C'CM WILMINGTON, NC
MOV 2 1 2011j

The attorney preoanng this instrument has made no record
search or title examination as to the property herein
described, unless the same is shown by his written and
signed certificate.
kl II!I IIIIIIIII �IIIIIAnllll III
D-
e, No. 20017 W¢
Reco'dedP. IZ Q12016 12.46 N PM
Fee And S29 00 Page 1 of 9
cxase To.: 14 00000
Perxler COWN Ncnh Carolina
Station Lear WllloWrIty. Reader of Deeds
BK 4633 PG 1760 - 1766 (6)
BLOCK, CROUCH,KEETER,
BEHM & BAYED, L.L.P.
t
Excisc Tax $ 7OQi. I Recording: Time, Book and Page
Tax Parcel Identifier No.: 3293-11-0659.0000 & 3293-0;-9640-0000 & 3293-0IS693-0000
Retum to:
Prepared by: Biberstem & Nunalee, Attorneys at Law, P.O. Box 428, Burgaw, NC 28425.
Brief Desc. for the Index
THIS
78.389 at oft Hwy 117
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this day of , 2016 by and between:
GRANTOR GRANTEE
Jacqueline B. Lea (widow), Jesse F. Lea, Jr. and wife, DRC Hampstead, LLC
Joanne W. Lea; Connie Lea Williams and husband, 611 Gregory Rd. Suite 01 -
Norwood B. Williams and Kenneth D. Lea (single) Belville, NC 28451
802 Bayshore Drive
Wilmington, NC 28411
The designation Granlor 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 be Granted in fee simple, all that certain
lot or parcel of land situated in Topsail Township, Pender County, North Carolina and more particularly described as
Follows:
All that tract or parcel of land located in Topsail "Township, Town of Hampstead, Pleader County, State Of North
Carolina being the remaining lands of Jesse Lea Sr at. al. as described in Deed Book 1520, Page 190 and shown on
Map Book 19, Page 100 as recorded in the Pander County Register of Deeds. Said parcel of land being more
particular described as follows:
I
,,,cC;lLiVED
OC1Nl WILMINGTON, NC

SK 4633 PG 1751 DOC# 20017946
Elk M33
Pg 1751
Beginning at an iron rod found on the northwest margin of highway U.S. 17 and North Carolina Route 210 having
a North Carolina State grid coordinates (NAD S3/2011) of North:230,051.82, East 2,391.456.21:
Thence with southwest limit of a 60 foot access and utility easement as shown on Map Book 35, Page 9 and Map
Book 53, Page 149 and the northeast line of Hampstead United Methodist Church (Deed Book 1859, page 234)
North 41' 19'44" West crossing a 60' access and utility easement at 1026.71' a total distance of 1086.7l' to an Iron
rod found;
Thence with the northwest limit of the aforementioned access and utility easement and the land of Hampstead
United Methodist Church South 48039'28" West a distance of 494.47' to an Iron rod set on the southwestem
margin of Old White Ntarsh Road as shown on N1ap Book 19, Page 100 and Map Book 30, page 121;
Thence with the southwestern margin of said road and the northeast boundary Gerald Windham (Deed Book
2601. Page 345) North 57044'04" West a distance of 33.14' to an Iron pipe found;
Thence with said margin and the northeast boundary of Judy Batson (Deed book 2530, Page 94) North 59o0l'06"
West a distance of 1 26. 1 F to an Iron pipe found on the line with Tracy Parish (Deed Book 263 L Page 128);
Thence with said Parish line and leaving the southwestcm margin of said road North 63o30'09" East a distance of
6.13' to an Iron pipe found in the center!inc of said road;
Thence with said road centerline and the boundary of Parish North 58o 14' 13" West a distance of 220.21' to an Iron
pipe found;
Thence leaving said centerline and with the line of Parish South 62o 15' 18" West a distance of 9.48' to an concrete
monument found on the southwestern margin of.said road and being the comer of Ken Norman (Deed Book 2474,
Page 79);
Thence with the southwestcm margin of said road and the boundary of Norman North 55o45'54" West a distance
of 2 U.36' to an Iron rod set on the boundary of Lawrence Ebben (Deed Book 1293, Page 210):
Thence with said Ehben houndary and leaving the southwestem margin of said road North 63'02'21" Fast a
distance of 5.66' to an Iron rod set in the centerline of said road;
Thence with said Ebben Boundary, [arid of Ken Norman (Deed Book 3674, Page 172), and said road centerline
North 58'47'39" West a distance of 292.87' to an Iron pipe found;
Thence with said centerline and the lands of James Morgan (Deed Book 643, Page 100) and Rodney Moody
(Deed Book 4626, Page 315) North 55037'49" West and passing an Iron rod at a distance of 372.60' a total
distance of 379.77' to an Iron pipe found on the northeast margin of Hoover Road iNC SRN 1569) being a 60'
public right of way;
'I hence with said margin North 16`57'22" West a distance of 182,49' to an Iron pipe found being the comer of
Kenneth Lea (Deed Book 4592, Page 32);
Thence leaving said margin with the boundary of Lea the following three courses;
North 73002'38" East a distance of 450.00' to an Iron rod set;
North 16057'22" West a distance of 376.00'to an Iron rod set;
South 73002'38" West a distance of 450.00' to an Iron rod set on the northeast margin of Hoover Road;
rcrCEIVED
DCM'vVILMINGTON, NC
NOY 2 7 2011,

8K 4633 PG 1752 DOC# 20017946
ak aeaa
Pg 1752
Thence with said margin North 16"57'22" West a distance of 230.77' to an Iron rod set
Thence Leaving said margin with the southeast boundary of lots one through five as shown on ;91ap Book 22, Page
153 North 6AT35" East a distance of 497.48' to an Iron rod scL,
Thence with lots five through seven and the lands of Kristie Enterprises (Deed Book 1527, Page 240) South
87059'04" Fast a distance of 374.28' to an Iron rod set on the boundary with DRC Hampstead, LLC. (Deed Book
4629, Page I702);
Thence with the land of DRC Hampstead, LLC South 47058'56" East a distance of 68.4P to an Iron pipe found;
Thence continuing with the boundary ofDRC Hampstead, LLC North 55059'58" East passing an existing iron rod
at a distance of 9235' and an existing iron pipe at 698.00' a total distance of 744.95' m an Iron pipe found on the
boundary of James Cop (Deed Book 902, Page 29);
Thence with the boundary of said Cop as also shown on %lap Book 9, Page 29 the following thirteen courses
South 45052' 18" East a Distance Of 54.89' to an Iron rod set;
South 55°58'03" East a Distance Of 95.03' to an Iron rod set,
South 46038'03" East a Distance Of 112. 17' to an Iron rod found:
South 34045'43" East a Distance Of 309.09' to an Iron rod found:
South 06047'52" East a Distance Of 97.74' to an Iron rod found:
South 89006'48" East a Distance Of 361.14' to an Iron rod found: .
South 07056'10" East a Distance Of 100.25' to an Iron rod found:
South 1602602" West a Distance Of 47.56' to an Iron pipe found bent:
South 21002'22" East a Distance Of 65.97'. to an Iron rod found; -
South 79'18'46" East a Distance Of 307.19' to an Iron rod found laid down:
South 57040'04" East a Distance Of 323.34' to an Iron rod found;
South 63027'38" East a Distance Of 130.52' to an Iron rod set;
South 20'05'39" East a Distance Of 68.93' to an Axle;
Thence with boundary of Lex Skipper (Deed Book 1160, Page 276) South 18"1 T26" East a distance of 99.76' to
an Iron pipe round;
Thence with the boundary of Mitchell Sodomsky (Deed book 3696, Page 340) South 44"44'36" West a
distance of 150.31' to an Iron rod set;
Thence continuing with said Sodomsky and the boundary of Thomas Reeves (Deed Book 2233, Page 221 I South
44'04'36" West a distance of 324.02' to an Iron rod set;
Thence with said Reeves boundary South 43"56'36" West a distance of 164.99' to an Iron rod found on the
boundary of JW Hampstead, LLC (Deed Book 2599, Page 27);
Thence with said 1 W Hampstead, LLC boundary North 45046'20" West a distance of 25.85' to an Iron pipe found;
Thence with said 1W Hampstead Boundary and the boundary of Bailey.4r Fuller Properties (Deed Book 4110,
Page 119) South 43'49'21" West a distance of 657.58' to an Iron rod set on the northeastern limit of a 60' access
and utility easement mentioned previously;
RECEIVED
DCM WILMINGTON, NG
INOV 2!

BK 4633 PG 1753 DOC# 20017946
aw+ru3
Pg 1753
'Thence with the boundary of Bailey et. al. and the northeastern limit of said easement South 41"19'44" East a
distance of 459.19' to an Iron rod set on the northwest margin of Lr.S. highway 17;
Thence with said margin South 4301 R39" West a distance of 60.27 to an Iron rod found which is the point of
Beginning,
Having an Area of 3p14,605 Sq. Ft. or 78.389 Acres
The property hereinabove described was acquired by Grantor by instrument recorded in Book t520, Page 190
of the Ponder County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances therein
belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to
convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant
and defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title lu the property hercinabove described is subject to the following exceptions:
I. Restrictions of record.
Ad valorem taxes for the year 2016.
Routine utility easements and highway rights of way.
IN WITNF,SS WHEREOF. the Grantor has hereunto set his hand and seal, ur if corporate, has caused this
instrument to be signed in its corporate name by its duly authorized officers, the day and year first above written.
c-�crdJ.�1,4W (SEAL)
Norwood H. Williams p
k2�e (SEAL)
emteth U. Lea
RECEIVED
DCM MI-MINGTON, NO

BK 4633 PG 1754 DOC# 20017946
qk 4633
Pg 1754
SPATE OF NORTFI CAROLINA
COUNTY OF PENDER
I, Laura L. TerBeek, a Notary Public in and for the aforesaid Counts and State, do hereby certify that
Jacqueline B. Lea personally appeared before me :his day and acknowledged to me that he/she voluntarily signed the
foregoing document for the purpose stated therein. t
Witness my hand and notarial seal this the 30'" day of November, 2016. „oy",ed 11-1L. u""
Notary Public
Sly Commission Expires: July 3!. 2018
STATE OF NORTH CAROLINA
COUNTY OF PENDER
1. Laura L. TerBeek, a Notary Public in and for the aforesaid County and State, do hereby cenity that
Jesse F. Lea, Jr. and Joanne W. Lea personally appeared before me this clay and acknowledged to me that he/she voluntarily
signed the foregoing document for the purpose .stated therein.
Witness my hand and notarial seal 116, the 30" day, of November, 2016.
200014it,�2C.eL� NOTNR;•.
Notary Public
y Commission Expires: July 31, 2018 '=_a -113 L1C St
STATE OF NOR "Ill CAROLINA
COLN'I'Y 01: PFN DI,R
I, Laura L. TerBeek, a Notary Public is and for the aforesaid Counry and State, do hereby certify that
Connie Lea Williams and Norwood B. Williams personally appeared before me this day and acknowledged to me that
he/she voluntarily signed the foregoing document for the purpose stated therein.
Witness my hand and notarial seal this the 30'" day of November, '_016.
Notary Public
Sly ConuniSsion Expires: Julv 31. MIS
Mr) —AR".
PU-oc!c.
RECEIVED
DCM WILMINGTON. NC

BK 4633 PG 1755 DOC# 20017946
ar 4833
pg 1755
STATE OF NORTH CAROLINA
COUNTY OF PENDER
I, Laura L. TerBeek, a Notary Public in and for the aforesaid County and State, do hereby certify that
Kenneth D. Lea personally appeared before me this day and acknowledged to me that he/she voluntarily signed the
foregoing document for the purpose stated therein.
Witness my hand and notarial scal this the 301' day of November, 2016.
C �z° T�/t = F
Notary Public a NOTARY
My Commission Expires: July 31, 2018 '_
— PURL;C
F WM'S COREL i F ILRS�KVWDEEDS 2u I6%DRC LEA. DOCx
iECEIVED
DCM WILMINGTON, NI
N 0 V 2 7 20171

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
July 27. 2017
LETTER OF APPROVAL WITH MODIFICATIONS
AND PERFORMANCE RESERVATIONS
DRC Hampstead, LLC
D. I. Logan
60 Gregory Rd Suite 1
Belville, NC 28451
RE: Project Name: SPARROWS BEND (Revisions)
Acres Approved: 68.0
Project ID: PENDE-2017-015
County: Fender, City: Hampstead
Address: Us 117 Hwv.
River Basin: Cape Fear
Stream Classification: Other
Submitted By: Daniel Fisk
Date Received by LQS: July 20, 2017
Plan Type: Residential
Dear Mr: Logan:
ROY COOPER
vnvernnr
!vSICHAEL S. REGAN
Scnrar�
TRACY DAVIS
D.enc.
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the job site. This plan approval shall expire three (3) years following the date
of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B .0129.
Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCG010000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Division of Energy, Mineral, and Land Resources
127 Cardinal Dr.Extension Wilmington, NC 28405• Phone: [phone] • FAX: [phone]
Internet: htto://portal,ncdeni.org/web/Ir/
An Equal Opportunity \ Affrmalive Action Employer- 50% Recycled \ 10% Post Consumer Paper
RECEIVED
DCM WILMINGTON, NC
IN0V 2 7 20t7

Letter of Approval
D. 1. Logan
July 27, 2017
Page 2 of 4
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
_ .. State water quality- laws, regulations, and rules. In addition; local city or county ordinances -or ---- ---
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please note that this approval is based in pan on the accuracy of the information provided in the
Financial 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. In addition, it would be helpful if
you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely.
Carol Miller
Regional Engineering Associate
-" -- --' — - `Land Quality Section -
Enclosures: Certificate of Approval
NPDES Permit
cc: // Daniel J. Fisk, P.E., 122 Cinema Drive, Suite 102, Wilmington NC 28403
RECEIVED
DCM WILMINGTON, NC

Letter of Approval
D. I. Logan
July 27, 2017
Page 3 of 4
MODIFICATION'S AND PERFORMANCE RESERVATIONS
Project Name: SPARROWS BEND
Project ID: PENDE-2017-015
County: Pender
1. This plan approval shall expire three (3) years following the date of approval, if no land
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device
must be inspected after each storm event (NCGS I13A-54.1(e)). Maintenance and/or clean out is
necessary anvume the device is at 50% capacity. All sediment storage measures will remain on site and
functional until all grading and final landscaping of the project is complete (15A NCAC 04B .Ol 13).
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the
proposed development unless otherwise noted. The removal of vegetation within any existing ditch or
channel is prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to i
vertical or less steep (15A NCAC 04B .0124 (d)). Bank slopes may be mowed, but stripping of
vegetation is considered new earth work and is subject to the same erosion control requirements as new
ditches (NCGS 113 A-52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include our agency's Stormwater regulations and the Division of Water Resources' enforcement
requirements within Section 401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction
of Section 404 of the Clean Water Act, the Division of Coastal Management's CAMA requirements, the
Division of Solid Waste Management's landfill regulations, the Environmental Protection Agency
and/or The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local County or
Municipalities' ordinances, or others that may be required. This approval cannot supersede any other
permit or approval; however, in the case of a Cease and Desist Order from the Corps of Engineers, that
Order would only apply to wetland areas. All highland would still have to be in compliance with the
N.C. Sedimentation Pollution Control Act.
If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Resources
(DW-R), the Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any
erosion control measures that fall within jurisdictional wetland areas must be approved by the
aforementioned agencies prior to installation. The Land Quality Section must be notified of a relocation
of the measures in question to the transition point between the wetlands and the uplands to assure that
the migration of sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWR, the Corps, or the EPA, it is the responsibility of the developer to inform
RECEIVED .
DCM W!LMINGTON, NO
,NIOV 2 7 2017,

Letter of Approval
D. I. Logan
July 27, 2017
Page 4 of 4
the Land Quality Section regional office so that an adequate contingency plan can be made to assure
sufficient erosion control remains on site. Failure to do so will be considered a violation of this approval
(\CGS 113A-54.1(b)).
6. Any borrow material brought onto this site must be from a legally operated mine or other
approved source. Any soil waste that leaves this site can be transported to a permitted mine or
separately permitted construction sites without additional permits under \CGS 74-49(7)(d). Disposal at
any other location would have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed
86.0_ acres. Exceeding that acreage will be a violation of this permit and would require a revised
plan and additional application fee. Any addition in impervious surface, over that already noted on the
-- --- approved plan; —would -also=require a revised -plan to -verify the appropriateness of the erosion control
measures and stormwater retention measures (NCGS I I3A-54.I(b))..
S. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this proiect. Access and egress from
the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical (1 13A-54.1(b)). ,
9. Because the sediment trap is shown on the plan as the primary sedimentation and erosion control
devices on this portion of the project, it is necessary that the trap iCs collection systems be installed
before any other grading takes place on site.
10. As a condition of the provided NPDES General Stormwater Permit (NCGO10000), groundcover
stabilization must meet specific time frames. Slopes (including cuts, fills, and ditch banks) that are
steeper than 3 horizontal to 1 vertical left exposed will, within seven (7) calendar days after completion
of any phase of grading; be provided with groundcover. Slopes that are 3 horizontal to 1 vertical or
flatter will be provided with groundcover within fourteen (14) calendar days.
11. As a part of routine monitoring of the approved land -disturbing activity, the financially
responsible party shall assure inspections of the area covered by the approved plan after each phase of
the plan has been -completed and after establishment of temporary ground cover in accordance with
North Carolina General Statute 113A54.1(e).
12. In order to comply with the basic control objectives of the SPCA (15A NCAC 04B .0106), both
exposed area and time of exposure should be limited. We recommend this project be phased so that
uncovered area is limited to a maximum of 20 acres at any given time. As per North Carolina General
Statute 113A-57(5), the land -disturbing activity shall be conducted in accordance with the approved
erosion and sedimentation control plan.
aECEIVED
DCM MI—MINGTON, NC
NOV 2,121)17

U.S. ARMY CORPS OF ENGINEERS WE 11
WILMINGTON DISTRICT l
Action Id. SAW-2005-00300 County: Pender U.S.G.S. Quad: NC -TOPSAIL
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner
Jesse Lea
Address:
PO Box 335
Hampstead, NC, 28443
Telephone Number:
910-520-4381
Size (acres)
79
Nearest Waterway
Old Topsail Creek
USGS HUC
3030007
Location description:
The site is located approximate
Hwy 210 in Hampstead,
Nortlt Carolina (PINE# 3293-01.5
Indicate Which of the Followine Apply:
A. Preliminary Determination
Nearest Town Hampstead
River Basin Northeast Cape Fear. North Carolina.
Coordinates Latitude: 34.3791430344578
Longitude:-77.705571029516
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determ ination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. to be considered final, any delineation must be verified by the Corps.
X The wetlands on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on — Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2
RECEIVED
DCM W!LMINGTON, NC

X The properly is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Crystal Amschler at 910-251-4170 or
Crystal.0 Amschler(anusace.armv.mil.
C. Basis For Determination: Determination was based on review ornerial photography, USCS, soils and Lidar
maps and from observations made durine the site visit Wetlands met criteria set forth in the Corps 1987
becomes a Section 10 Navigable water.
D. Remarks:
E. Attention USDA Program Participants
This del ineation/deterni nation 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 wedurid determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
D. above)
This correspondence constitutes an approvedjurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Pan 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) from. If you request to appeal this
determination you must submit it completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Alto: Jason Steele, Review Officer
60 Forsyth Street SW, Room I OM 15
Atlanta, Georgia 30303-8801
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 7/29/2013.
**It is not necessary to submit an RFA form to the Division Office i ou do not object to the determination in this
correspondence.**
Corps Regulatory Official: —
Date: May 30, 2013 Expiration Date: May 30, 2018
The Wilmington District is committed to providing the highest level of support to the public. To help its ensure we continue to
do so, please complete the attached customer Satisfaction Sarvev or visit her -//per I.mvp. us ice army millsurvel-Ju rl to
complete the survey online.
Copy furnished:
iSouthe EEnvironmental.Group; Inc—
Atto,-David Scibetta —�
�5315,SouthiGollege Rii-Su
Wilmington, NG284.1.2
RECEIVED
DCM W!i MINGTON, NC
moo 2 7?017

�",NOTIPICATION OF ADMINISTRATIVE APPEAL OPTIONS AND"PROCESS'AND
s .. REQUEST FOR APPEAL
ea
Applicant: Jesse Lea File Number. SAW-2005-0030 I Date: May 30, 2013
See Section below
Attached is:
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
❑
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION 1- The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at htti)7//www.usace.army.mil/inet/ftinctions cw/cecwo/rep, or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: 1 f you received a Standard Permit, You may sign the permit document and return it to the district engineer for final
authm ization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the torm to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. if you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section It of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
RECEIVED
DCM WILMINGTON, NC
NOV 2' 2017

F: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 11- REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR quEsTiONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Crystal Amschler
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room IOM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of anv site investigation, and will have the opportunil to partici2ate in all site investi gations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Crystal Amschler, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room IOM15, Atlanta, Georgia 30303-8801
Phone: [phone]
DCM WIEM NIGTON, NC
NOV 21 2017

V b IL O p
BaB �. � � McE� � • _—
_ o
� Q
Mu
q�
4! • d _
ml
011
cc
N
a` o CL
V -, �_ � W C O i
(13
U
Property Line p 0 O
�Wellands - �.b�r.yypp_
m{ r Q
Fender Soils "8
AnS - Alpin line sand �� f
BaB - Bavmeade fine and
KuB - Korep fine sand c czG H
• Mu - Murville murk B
n Bs 130 260 3e0 520 Soils Map
333
r" ]esse Lea Property
inrp - Ic„�
Map source: Bing Maps Hampstead, Pender County, NC
�......., 10/ 2/ 2012 Project ts: 012-035.01
0
It —
CD
<-_

Legend
Property Boundary -- -- -- -- —
30' Buffer - - - - - - -
75' AEC - - - - - - - - -
NOTE: WATER DEPTHS ARE RELATIVE TO MLLW
�n inn
iGiM'R ('4NG FBI FG1M.: n.'iJ5 __ I mana R�ar1 l 1 mar
R O !
FOR ENVIRONMENTAL PERMITTING ONLY
' LMG
Sl000 Point Boa; Storage
LAND MANAGt1 FT GROUP ¢
rive:
I n.Lonmmml com Wmntr
?py( ce( . B.� 2jr
CAL$tmg Co.gc, lon5
WJning`a Norm Carom. 2W02
aDC $ate LoCa:ion
1�1
Sloop Point
Loop Rd
\ Lewis Rd
�
i
P�
rerun i 11m)12
'at Na Iw.
i'=10()" I 02-16-325
(Srvet Numtxr. <.IVED
GSF € 019 W!LMINGTON, NC
Nov 21201?1

+
,:a
` ..��nnil (lfflrnarimn Aram_
.,ff�
r
� ". r°'#sa "fi�x. � � � ' v .t �''d a \`: � ° �� v.. ,✓ :ca > ���Sloop Point
Loop Rd
V
Lewis ••
Site
4.
l� tits;
NITS
Silt nce See Approved SEC Plan.
,e
p" �v Parking (Temporary�Spoil Holding Area)
'.. Limits of Disturbance -
µ
0 4
>tM
777,
C� S

y
a -=
r
u
m
Stack Storage
•
I z
R C
n"
Sidewalk �-.
\ -
` clfsed Trash Bins h ''
Proposed Perkingizo
-
1 �•
_
Limits of Disturbance
f -
- ... s w® Proposed Boardwalk Access - � ��
A
ty _ � o - -__ ep 2�
r �j
�� rP Fire Lane �i --- -- -2 ->
' M
_ -
w New Retain mgMall
-
�k, D 0� • D
p
pork L r�,p Area
_r
! a a
Legend
Property Boundary -- -- -- -- —
30' Buffer - - - - - - . FOR ENVIRONMENTAL PERMITTING_ ONLY _
75'AEC- --- - - - -'- ----- — ----- --- '
TT 7T� ��( ("� �-rv.. Jag. Revision Dare.
LMIT SboG Poir., Boa; S.orage ;116117 - - - -- iif2tJi7
Saar. �Jnb Numcer
.a!vD MAVA�i GROUP— 1'=30' 02-16325
Enrlronmrntol Com Wm^rr "'�
0 _ 5 0 _ — 200 '� ate° = 2-23 AEC OeW 9v. — —Sneer ntunxr _ _
--- wft�Nmn,,oM Caroline 28a02 GSF 30 r�'••�7V!�J�1
-.- Teko9onc:919152-090INC
LICAMA%20 to LAMA FILES`A216-925 —Lewis Rona. D Logan4.nvnst3tl awg
N

C
EXISTING B IL�AG
111117
— Existing Bulkhea 76.'©
� 1 8.00 j
A
L
\ 2.00 20' x 4' Ram
f . % 5.00
Loading Zone
No Slips
115'
33.25
New Floating
0
1012
Outer Edge �Marst
13.28 _ '1•
t °EDGE OF BULKHE
_.— 1�.61 _.._ �`� \ IS WETLAND AND
�'
1
r�
m
ng Dock
m
1
\' A
- 8.00
y �.
i
/ We.
Legend j 1 �6117
Shoo Point Boat Storage
Property Boundary ---•--•-- Slip Number 1 LMG ( stele
UVD M�NAGEVEI•T GROUP— 1 •_20•
30' Buffer -"-' -' -"-"-'- NOTE: WATER DEPTHS ARE RELATIVE TO MLLW _ _" E"";'"`O`u ,nm- . Ir°e'
75' AEC - - - - - FOR ENVIRONMENTAL PERMITTING ONLY om omce m. zs..,. i Dock Detail 6r�
wim,i•,gwr:, v"rr Gardena 29402 I GSf
.,n•n7
cr i
02 16 325
')CM ILMINGTON, NC
p A, w n ,'
Il3V L+' L.i'

T >
e »NZ -VQ
^sr?
y
ti
5
s —
r,.

e-
Legend
Property Boundary -- -- -- -- —
30'Bufter - - - - - - -
75'AEC --- - - - - --
Propsed Shellfish Closure
ur J NN
- r .a 'd4 4 - T Y
it110,
® PROPOSED DOCK'S
o
O
1
FOR ENVIRONMENTAL PERMITTING ONLY
Dw
LMG —Sloop Polm Boat Sfora9e _ -- tbfi/i7 —llf2i(t7 -
UNDd NALLHENT dROLT av: �U�' J. Yunxr
Enui:oeme.+rot [aroulrorr. Ted =60' 02-16-325
Post Om soy 25n Existing and Proposed osr: --- snen Nmoner -- RECEIVED
NOTE: WATER DEPTHS ARE RELATIVE TO MLLW N/h .D+w Ceroana 2S402 Sneofis Closure GSF 70
rdoma,e. e,o-sz0001 tJEM WILMINGTON, N

3111
NOTE* WATER DEPTHS ARE RELATIVE TO MLLW
_0+o
1 0_r�__
Approx. Existing Grade
Tie -Backs Per
Contractor
Backfill
(From Upland Source)
-'Existing Bulkhead to-
Profile A
0"50 0+75 1+00
1
New 12" Concrete Fork Lift Approach Ramp-10
Concrete Cap
Fork Cif Drop Ar6a-------
New Steel Bulkhead Installed
Waterward of Existing Bulkhead
Approx, IVHW
Approx Existing Grade
Approx. MLW
Proposed Dredge
Cut to -6 MLLW
Depth Unkown j Depth per Contractor
-0425 I 0+125 040 0--75
0 4
Venioal Scale 1'=4'
0 _10 2 40
Honzontal Scale 1'=20'
TYPICAL PROFILE. NOT AN ENGINEERED
OR SURVEY DRAWING. NOT FOR CONSTRUCTION.
M 1%,
FOR ENVIRONMENTAL PERMITTING ONLY
pmpv
LMGSloop
Point Boat storage
!jiVIt MAVAG=MEW GROUP
into.
Profile A
Wdrni,,itin,NorJ Carctisna 2W.02
910�52­0(X1
i il5li 7 !1121117
As Noted 02.16-325
Sheet Num.o,,'.
GSF I
8 of 1
DCM WILMIIqk, I ON, NC
2, 7 ZT7

Proposed Wooden Walkway on Grade
1 +00 1
— _--------- --- - --- - -- --—......-.._ ._... ------
Ramp to Floating
Access Dock J — Proposed Floating Dock
-----------------------
Profile B
Existing Channel C/L
1-50
Existing Shellfish
Closure Limit I Proposed Shellfish
Closure Limit
1 Approximate Existing Grade
Approx_MLW j
�— Exisitng Bulkheatf , Piling Locations, Size
and Depth Per Contractor
Assumed 3.1 Slope
\ Proposed Dredge Cut to -6 MLLW
— — — — — — — — — — — — — — — — —
2+e
I
0*25
0-4
0
0 5
1+a0
1+25
1.c'l' 0
115
2+00
2-125
2, 0
CD��c
N o
to
N
o
N o
FloO
�
O
O
N
T
I�
�
I;O
N tD
•—
4j
N
Cp
t': �,`
1+00
NOTE: WATER DEPTHS ARE RELATIVE TO MLLW
n
a 4 6
VeriCll Scale
0� 1n 20 40
Honzontal Scale 1' 20'
2+00
FOR ENVIRONMENTAL PERMITTING ONLY
3+00
Sloop Point boat 5:029e ! 1116l17 I 1121117
TYPICAL PROFILE. NOT AN ENGINEERED LMG �,�, 1.1u
OR SURVEY DRAWING, NOT FOR CONSTRUCTION. uw mexne&Kcvr ecoce �.. .�, As Noted 02-16-325
Enviranmentoi Contatrmn
t Oft. S. 2522 Profile B ra day I Sneo: Numper.
ft nN r: N.r Ler .29s02
GSF
�eiew:ana-910a52-000: DGr1t11iYl
NC
NOV s' 2;�'

-0+50 -0«25 0+00 0-25 0.50 0-75 1+00 1�25 1+50
10- t -10
r
r
c�
co
m
o--
---- ---
-1
t50
NOTE: WATER DEPTHS ARE RELATIVE TO MLLW
C
5 1
0
Vertical Scale 1'=4'
0 10 20 - 40
� Hor
Horzortal Scale P=20'
TYPICAL PROFILE, NOT AN ENGINEERED
OR SURVEY DRAWING. NOT FOR CONSTRUCTION
1
1
ILI
FOR ENVIRONMENTAL PERMITTING ONLY
>'O'l: ICat¢ IRe,.Oa:a:
LMGStoop Porn: Boa: Storage 6Ii7 21117
IAND MANAGEMENT GROUP— ��W' Jm YumS0
_rk_ As Notec 02-t6-325
frtvi�onmmrat Conrolroms '
Post Of6oe 9 x 2522 Profile C .0r.un 9y: Snc.t N.mMr
Mr,rrgloN.rJ Car
otin. 2&:02
TNayhone.9 0�52-0001 GSF i 10Of IO ECUD
CM WILMINGTON. NC
r#
NOV ! ?0i7

4ppendix D-Approved Stormwater Plan
1'I OSt LEEK N,T,;zYiCPJ I LC n. s. wf___',.
STORMWATER PLAN aC0"1°REssE`E 51REw:" �oesE'�ea s'cus
MEE Gi.'a1131
I � rvrL'
\a
.P41.110
------ +_____
CLOSEO'(%DlR,.,LF. _ `•I r; (1�)y +•
R as o:«Eos m �.. \ __ \ .;.n
•SHl.0u3 CONREiF
A1� tom; /
—aa lL �+,�' • i %'� ! 15FF JEiP L51
I
sRE�nw>--
C.516'c.lE. .O JIiTCC+iOa> R✓gii
'�`GwWE�S,£5:'tE�vc:�wl-OwaRCS OYF$$SwiE3 �EID"EE�C0.vC.
� Nl9 FLEk Wt"«:YO^31
Ico,cRe�vE svENc�«
I
T
r s
CIY
r«
I
�♦
:a
I
�
p+SaEE'ME!N iMGES
e�aukp�GCCt1N.C:CY
—
1
u]
4\ -ELCn /n✓E a4wKa
is ulw SLG%.
CCnxEG•2`i
CVE rvM NYE'EF
SMGEP WL£4En
;SE[ xVu[C'0:G 4aF5u:E] *`.FE,
DOWNSPOUT PIPE DETAILS
1
..,E
L
_
v
C 3
SOLID TO PERFORATED PIPE
.c: *G Sc.s
xvnarscaacnfl-E_
,5E_E o-wW ECR'«ICItvE55
N'i 8'9E1. 1'MI
. WAS 1%S:WE
ISEE.{ 104
:IkC YE SI
LLN015iUY9E0 svx'n as:oYsx,m
..rs=.R•nu sa,>aae. evnoY3o,c
Eacu Ycw I SasE sort —
sa,nYa
__aY,CiY 1H _
�� ttv gi�vY
v0?5
a.in25::TLT:[YtiL ^J.'Trv:O V.:4EWRE,.fx)S C: k:I
5.'t •.. SEGT SA'G:>i 44"+YT33 CbSk-e a,tElEry:'T.43•i]
ni-EVEJGY.CWE:F,T...E.EMAW'T.e3 YAGu
EAER: M19,ES.Y6 n +ESE uEwc: m,u: s
:'Ell sA.'Y:d.:ES'M SW:. CD.=NI/)O LLl9GS,zE'SC,.
_E:S ScIT: EG 4TW:q.S
PERVIOUS CONCRETE PAVEMENT SECTION (SCM 500 to SCM 503;
w: x r.._E
ine ,l Wig4C 5:CEl:u
L.pkwEn,.,R�.
K.awMFn EMRK
IGaOiFi Vxy!P.t•VOlE➢cC�41
�� m cac.Ycvcava
E S,SS+Cn I+w Fi'i Eseae C
No. 57 STONE GRAVEL SECTION
EnSI«G'.@OEunOn :O REUu.v o1
}I Ctuc BUFFER
nv-�ato..�uR.,wur;
pWtiCSwiE
SG.E "• W
%T S,kL
1.
I ccu[
1
s:.scwcc oER an.3
LIGHT DUTY ASPHALT PAVEMENT SECTION
(ACCESS EASEMENT & PARKING LOT)
e x•YCRE E
E.atta aaau:lo.� .
GE=caeca
SSn: SEC6V � SEC:G,
—i
rvEaNCIS —
GLCRE� I:..
ASPHALT TO PERVIOUS CONCRETE TRANSITION
su.cumcwEe \
C RV!CY,E
Vv.Ei9.'� M
SE20.MftP
I
..+sa]nl wi,w
SITESITE IN :OS
on.a
o-rs
4u «Lo
om+' m+.r.
a•
sao_cR.oE GE. o.
Awca=n
eO�d6 ti4h+:d
1
�I!MM" GPOG>K
IT
k C'E'Ki4 5:4L'^ _DES `
J
.ON: - --
IAN V=N
SIDEWALK DETAILS
a. ro,vae
.,wmfn5+eE4En a,anveECGE9LwEwt Eo�muv5� '
�
•SUMPIE. � wn
.,rE RYlavrn,o-:9ortNa ERo, uatiakl n.�.
E •Ti/l
<yELC
F''jj
C-3��CEIVED
a•a..a. ilk, NGTL�N. NC
IOv 2 7 /Ig17