20170326 Ver 1_CAMA Application_20170321

Coastal Management
ENVIRONMENTAL QUALITY
March 14, 2017
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
2.01 70326
ROY COOPER
(iuoernor
MICHAEL S. REGAN
Secrelarl
BRAXTON C. DAVIS
Oireclur
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
Doug Huggett, Major Permits Coordinator
Division of Coastal Management
CAMA/DREDGE & FILL Permit Application Review
Elite Management, LLC
101 N. Granby St., adj. to NCWRC boat ramp & NC Seafood Park
Authority site(s), Perquimans County
20 -slip docking facility, travel lift piers, bulkhead
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 04/04/17 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone]).
If you have any questions regarding the proposed project, please contact Lynn Mathis at (252)
264-3901, ext. 234. When appropriate, in-depth comments with supporting data are requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
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.
DATE
'Nothing Compares - _-
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 300 1 Elizabeth City, NC 27909
252-264-39011252-331-2951[fax]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Elite Management, LLC
2. LOCATION OF PROJECT SITE: 101 N. Granby Street, off Harvey Point Road (SR1336), on the
Perquimans River, adjacent to the NCWRC Boat Ramp site and the North Carolina Seafood Park
Authority site, at the Perquimans County Industrial Park.
Photo Index: 2006: 236 6801 K 21 &22 L 21 &22
Lat. 36010'42.59" N Long. 76027"04.29" W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: 10/06/2016 and 03/05/2017
Was Applicant Present: No
5. PROCESSING PROCEDURE: Application Accepted for Processing: March 3, 2017
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Perquimans County
LUP Land Classification: Urban Transition
(B) AEC(s) Involved: Estuarine Water, Public Trust Water, Estuarine Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing: Hertford Wastewater Treatment Plant
Planned: Same
(F) Type of Structures: Existing: 5,000sf metal building with a 3,000sf concrete slab 625'
landward of the bulkhead, incomplete boat ramp and a
failing bulkhead.
Planned: Travel Lift and concrete apron, floating dock with a "T"
head and 10 finger piers for a 20 -slip docking facility, 36'
of new bulkhead, bulkhead repair, and the filling and
grading of a 124' boat ramp.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
SHADING FILLED GRADING/DISTURBANCE
(A) Vegetated Wetlands
(B) Non -Vegetated Wetlands:
Shallow Bottom
686sf
Open Water
4,130sf
(C) Other: High Ground
4,996sf
2,698sf
(D) Total Area Disturbed: 12,510sf Total (.287 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The project involves the construction of a bulkhead along a 36' boat ramp
opening and backfill, repairs to breaches in the existing bulkhead, the installation a travel lift with two
piers, a concrete apron, and a floating dock with a "T" head and 10 finger piers to accommodate a 20 -
slip docking facility.

Elite Management Group, LLC
Field Investigation Report
Page 2
Project Setting
The project site is a 9.8 -acre (430,404sf) tract located in the Perquimans County Commerce Center at 101
N. Granby Street, off Harvey Point Road (SR1336), approximately 3/10 of a mile east of US Hwy 17, in
Perquimans County. The north side property has —217' of shoreline fronting on the Perquimans River, and
of that —200' is high ground that slopes down into a non -coastal wetland. The average elevation along an
existing bulkhead adjacent to the river is 8' above normal water level. The 200' section of high ground has
an existing damaged vinyl bulkhead with a 36' wide opening for a boat ramp that was authorized by CAMA
Major Permit #96-00, and issued to Perquimans County. The permit also included a ten -slip docking facility
and a travel lift haul -out facility. In August 2001, the permit was transferred to Anthony, Margie and Samantha
Wooddisse of Shore Flyte Marine, a marine sales and service business. Existing structures on the property
include a 100' x 50' building with a 100' x 30' concrete pad and two sections of bulkhead forming a ramp, 8'
below grade, that was never completed. There is no access road or drive on the property to access the water.
Soil on the high ground section of the property is Conetoe loamy sand sloping to the west into the adjacent
wetland.
Vegetation on the property includes, but is not limited to, american sycamore (Platanus occidentalis),
sweetbay (Magnolia virginiana), bald cypress (Taxodium distichum), tulip poplar (Liriodendron tulipifera), ash
(Fraxinus excelsior), loblloy pine (Pinus teada), greenbrier (Smilax rotundifolia), common goldenrod
(Solidago altissima), poison ivy (Toxicodendron radicans), pokeweed (Phytolacca americana), spotted
spurge (Chamaesyce maculata), virginia creeper (Parthenocissus quinquefoliaand), and wild grape
vine/riverbank grape (Vitis riparia). On the waterward side of the bulkhead there is a fringe of cypress trees
paralleling the shoreline. Mapping of the area does not show the project area as a known submerged aquatic
vegetation (SAV) habitat. Potential habitat has been identified 1,000' southeast of the property. While no
SAVs have been observed in the area, repeated verbal and written requests for SAV information were
disregarded by the consultant.
The adjacent water bottom is a sandy substrate with varying depths ranging from -2' at the bulkhead, -11.5'
at a distance of 200' offshore and -8' at 230' offshore. There is a —500' long sandbar paralleling the shoreline
—275' offshore that extends 250' past the applicant's property to the southeast. Water depths along the
sandbar shallow to -4.5'. The Perquimans River is 5,000' wide its narrowest point from the applicant's
property.
Located northwest of the project site is farmland and southeast of the site is a NC Wildlife Resources
Commission boat ramp that is currently under construction. The property is across the street from the future
site of the Perquimans County Marine Industrial Park that received a CAMA Major Permit #15-11 under the
name NC Seafood Park, which authorized the construction of a large boat basin for commercial vessels.
Uses within % mile of the site include agricultural, historical (Newbold White House), commercial, and
recreational. Applicant's consultant was not able to produce request a copy of the Archeological Report noted
in the enclosed application.
Development Proposal
Elite Management, LLC has proposed the construction of a 20 -slip docking facility, two travel lift piers, the
closing and filling of a 36' wide x 120' boat ramp, and the repair of two breaches in the existing bulkhead.
The proposed development is the first step in an overall development plan that will include a boat /barge
repair and maintenance facility that will include extensive grading, an access road for the travel lift and a
storm water retention pond.

Elite Management Group, LLC
Field Investigation Report
Page 3
Proposed development will include the following in and adjacent to the Perquimans River:
1) DockingFacility: acility: The catwalk, dock and finger piers are subject to change within the requested
footprint. The owner has not purchased a floating system pending permit approval. The facility is
designed to accommodate 20 vessels up to 50' in length. Two "No Sewage Discharge" signs will be
placed on the proposed dock.
The dock will be 8'x 214' = 1,712sf
Cat walk/ access down to the dock 6' x 10' = 60sf
30' Finger Piers 8(3'x 30') 720sf
25' finger piers 2(3' x 25') = 150sf
"T" Head 6' x 68' = 408sf
3,050sf subtotal
2) Travel Lift Piers: ( For a 150 Metric Ton Capacity Travel Lift))
Two 6'x 90' piers = 2(6'x 90') = 1,080sf subtotal
4,130sf Total Open Water Shading
3) Concrete Travel Lift Apron:
8' x 40' Concrete Apron adjacent to the Travel Lift Piers = 320sf High Ground Fill
4) Bulkhead:
a. New Bulkhead: Construct 36' across the opening of an existing unfinished boat ramp and back
fill the ramp.
Fill below NWL = 36'x 16' ave. = 576sf Shallow Water Bottom Fill
Fill above NWL = 36'x 124'= 4,464sf High Ground Fill
b. Bulkhead Breach Repairs:
Breach near boat ramp = 38' x 4' =152sf High Ground Fill
10' x 3' = 30sf Shallow Water Bottom Fill
Breach between proposed dock & travel lift pier = 3'x 20'= 60sf High Ground Fill
16' x 5' = 80sf Shallow Water Bottom Fill
5) Additional Development Proposed:
a. Four Day Markers are proposed on the on the up river and down river sides of the 500' long
sand bar paralleling the applicant's property.
b. 30 tie pilings are proposed in conjunction with the proposed 20 -slip docking facility.
c. Riprap at the northwest corner of the existing bulkhead: — 60' shown encroaching into an
adjacent non -coastal wetland.
d. Riprap at the southeast corner of the existing bulkhead: —80' shown encroaching onto an
adjacent property without authorization.

Elite Management Group, LLC
Field Investigation Report
Page 4
Impact Totals:
Open Water Shading = 4,130sf
Shallow Water Bottom Fill = 686sf
High Ground Fill = 4,996sf
High Ground Disturbance = 2,698sf
12,510sf Total (.287 acres)
The proposed development is the first phase of a boat and barge maintenance facility. The consultant is
aware that any possible approval of the current development plan is no assurance of future permit approvals.
This application would simply provide the property owner the ability to construct water based infrastructure
in preparation for future development that would accommodate a boat and barge maintenance facility.
The consultant states in the MP -4 Form under Docking Facility/Marina Operations that industrial pollutants
will be handled in the following manner: "Booms and diapers will be kept on site for any potential vessel leaks,
and paint and waste will be contained on the existing concrete slab and disposed in proper containers for
removal by a licensed waste disposal contractor'. The existing concrete slab (adjacent to the existing
building) is —675' from the proposed travel lift haul -out site with no improved road/access from the proposed
haul -out site to the concrete slab. The ground is rutted and unsuitable for a 150 -ton capacity travel lift. The
has been notified that an acceptable plan would be required prior to allowing any vessel maintenance on the
property, and is subject to approval by the Division of Energy, Mineral and Land Resources.
Anticipated Impacts
The proposed development, if approved, will result in the following impacts:
1) Increased boating in conjunction with the proposed facility.
2) Increased fuel and oil in surrounding waters associated with the vessels using the facility.
3) The installation of sheathing and pilings for the piers and bulkhead will result in temporally turbidity
adjacent to the work area.
4) High ground disturbance associated with the proposed development will be 7,367sf.
5) Floating and stationary docks and piers will result in the shading of 4,130sf of open water.
6) Lot cover within the 30' buffer totaling 320sf, or 1.6%.
7) Proposed development will result in the filling of 686sf of Shallow Water Bottom.
8) If approved as requested maintenance work involving possible pollutants will be conducted on the
property without appropriate precautions.
9) If approved as requested, the placement of riprap on the corners of the existing bulkhead will result
in the encroachment of —60sf into an adjacent non -coastal wetland and —30sf onto an adjacent
property.
Submitted by: Lynn Mathis
Date: March 9, 2017

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I ( DRAWN BY: H.G.
PURPOSE: CONSTRUCTION OF BOAT
CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT- FACILITY BOAT MAINTENANCE IN: PERQUIMANS RIVER
DATUM: N.W.L. FACILITY AT: TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY: CONSULTANT
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 3 OF 9 REV. DATE: 2-14-17

MAJOR PERMIT FEE MATRIX
Annlicant• ELITE MANAGEMENT GROUP, LLC; JORGE RIVERA
Selection
Development Type
Fee
DCM %
DWQ %
(14300 16014351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
E]
development that does not
$250
100%($250)
0%($0)
involve the .filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
Major Modification to a
$250
100%($250)
0%($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3490 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
❑
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
❑
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
open water areas:
j
¢gyp `; A

CONSTRUCTION ENGINEERING SERVICES, INC.
P.O. BOX 665
MANTEO, NC 27954
PHONE: [phone]
January 6, 2017
N.C. Division of Coastal Management
Elizabeth City District Office
1367 U.S. Highway 17 South
Elizabeth City, NC 27909
Attention: Lynn Mathis
OFFICE: 33 HAMMOCK DRIVE
MANTEO, NC 27954
FAX: [phone]
eceR.
MAP 0 -- 2017
Reference: Proposed Boat Maintenance Facility
101 N. Granby Street, Perquimans Commerce Center
Hertford, NC
Lynn:
Attached you will find the completed CAMA Major Permit Application package for the above refer-
enced project. This application is for permitting the necessary waterfront structures for a full service
boat maintenance facility on the designated 9.88 acre parcel in the Perquimans County Commerce
Center. The proposed facility is to be located on the west shore of the Perquimans River just south of
the U.S. Route 17 Bridge. The property is located in the Perquimans County Commerce Center. The
site currently has a composite sheet pile bulkhead across 164 LF of the shoreline which was installed
under a previous CAMA permit but the project was never completed. The bulkhead will be repaired
and reinforced as required to conform to the bulkhead sections included in the attached application
drawings, and will also have a 36 LF closure piece constructed to close off an existing partially complet-
ed boat launch ramp which will be filled and abandoned in place once the bulkhead closure is in place.
The disturbed land area for the bulkhead reinforcement and repair as well as the new bulkhead clo-
sure and fill at the boat ramp will be 5500 SF. There will be a 'Travelift' haulout slip constructed to ac-
commodate a 330,000 LB. (150 Metric Ton) capacity marine travelift for hauling vessels. There will be
20 slips with finger piers provided on a floating dock for the storage of boats waiting to be serviced or
hauled and for those on which work has been completed and are awaiting pick up by their owners.
The site also currently has a 100' x 50' metal building and a 100' x 30' open concrete pad along the
front or southwest wall of the building which were constructed under a previous permit. The reason
for separating the waterfront structures from the upland development is to be able to take advantage
of a scheduling opportunity available with the contractor that is going to perform the waterfront
work.
Copies of the adjacent property owner letters and forms that were sent by certified mail along with
the project permit documents are included and we will forward you the completed forms when we
receive them back.
DESIGN CONSULTING UNDERWATER INSPECTIONS

Page 2
Lynn Mathis
N.C. Division of Coastal Management
January 6, 2017
If you have any questions or if you require any additional information please contact us.
Very truly yours,
CONSTRUCTION ENGINEERING SERVICES, INC.
Hal Goodman, P.E., SECB l
President
A RO
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•4 SEAL
2044
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APPLICHION for
Received
Mayor Development Permit MAR- 3 /917
(last revised 12127106) -EC bdCM
North Carolina DI1%SION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Elite Management Group, Llc
Project Name (if applicable)
Boat Maintenance Facility
Applicant 1: First Name
Jorge
MI
Last Name
Rivera
Applicant 2: First Name
MI
Last Name
MI
If additional applicants, please attach an additional page(s) with names listed.
Last Name
Mailing Address
5803 Curlew Drive
PO Box
City
Norfolk
State
VA
ZIP
23502
Country
USA
Phone No.
757-455-9600
ext. 2135
FAX No.
757-452-6616
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
State
P.O. Box 665
2. AgentContractor Information
Business Name
Construction Engineering Services, Inc.
Agent/ Contractor 1: First Name
MI
Last Name
Hal
Goodman
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
City
State
P.O. Box 665
665
Manteo
NC
ZIP
Phone No. 1
one No. 2
27954
252 - 473 -
9733 ext.
- ext.
FAX No.
Contractor #
252 473 4191
Street Address (if different from above)
City
State
ZIP
33 Hammock Drive
Manteo
NC
27954 -
Email
[e-mail]
<Form continues on back>

Form DCM MP -1 (Page 2 of 4) APPLICATION for
R(pe v Major Development Permit
Whu a. ?117
3. Project Location
County (can be multiple)
Street Address,„
C.�
State Rd. #
Perquimans
a
101 N. Granby Street t
1336
Subdivision Name
City
State
Zip
Perquimans County Commerce Center
Hertford
NC
27944 -
Phone No.
Lot No.(s) (►f many, attach additional page with list)
- - ext.
1, Sec B, , ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Perquimans River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
Albemarle Sound
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.
M-1
Perquimans County
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
271
430,404
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
430,404, 1 1
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
8 Ft. ❑NHW or ®NWL
e. Vegetation on tract
Grass & weeds with some trees along the shoreline
f. Man-made features and uses now on tract
Vinyl sheet pile bulkhead and 100' x 50' metal building with 1 00' x 30' concrete pad along the front
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Commerce Business Park - commercial and light industrial use,
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
M-1
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes [:]No ❑NA
If yes, by whom? Centura Bank (previous owner)
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
2152 03.2303 318'3 41 RC0-A i' 3r.syd a,, aaron,11 a: m_n;,:n

Form DCM MP -1 (Page 3 of 4) e k ` (=N ( APPLICATION for
1
Major Development Permit
I6�sA 3
m. (1) Are there wetlands on the site? «M ®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.
Site is connected to Town of Hertford Wastewater Plant
o. Describe existing drinking water supply source.
Town of Hertford water
p. Describe existing storm water management or treatment systems.
Surface runoff
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.
Boat and barge repair and maintenance
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.
Barge mounted crane to drive piles and perform concrete work for travelift and land based excavator for bulkhead
construction and repair / reinforcement
d. List all development activities you propose.
Floating dock, travelift pier construction, repair and reinforce existing bulkhead and 36 LF of new bulkhead to close existing
launch ramp
e. Are the proposed activities maintenance of an existing project, new work, or both? Both, maintenance of previously
permitted work & new work
f. What is the approximate total disturbed land area resulting from the proposed project? 5110 ®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 discharge into waters of the State - stormwater runoff to be handled on the property
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
If yes, will this discharged water be of the same salinity as the receiving water? []Yes ❑No ❑NA
j. Is there any mitigation proposed? []Yes ®No [INA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Addidonallnfonnation
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Bfewm Bevelepment at PIG TtmE7rt7.W Comp2 use Phone No. 3+1 -2,5Z:5
Address 910 Wynne Fork Road, Hertford, NC 27944
Name Perquimans County Phone No. 252-426-2027
Address P.O. Box 45, Hertford, NC 27944
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.
CAMA Major Permit #96-00 (project was never completed) the NC Div. of Water Quality Stormwater Permit No. SW7011002
previous permit holders were Perquimans County & Anthony issued to Shore Flyte Marina I Tony Wooddisse
Wooddisse
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.
1 7. Certification and Permission to Enter on Land 1
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 3-1-2017
Print Name Harold Jay Goodman
Signature�T
Please indicate application attachments pertaining to your proposed ject.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
MA,' ?^`?
r '"S 3 'i 37
i '_v

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
'Ved
117
DME
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1.
Access
®This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
or other wetlands (WL)? If any boxes are checked, provide the
stabilization
Length
number of square feet affected.
❑CW ❑SAV ❑SB
Width
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
Avg. Existing
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a.
NA
NA
Dimensions of disposal area.
Depth
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
❑Yes []No [INA
Final Project
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
NA
NA
(i) Does the disposal include any area in the water?
Depth
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
1.
EXCAVATION
®This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b.
Type of material to be excavated.
cubic yards.
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d.
High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable
a.
Location of disposal area.
b.
Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d.
(i) Will a disposal area be available for future maintenance?
❑Yes []No ❑NA
❑Yes []No [INA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e.
(i) Does the disposal area include any coastal wetlands/marsh
f.
(i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No [INA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
revised- 12i26106

'C -I'M P - a j � a. :x�a a _ rr maid f -W� n,, if
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Strictures)
a. Type of shoreline stabilization:
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 12'+-
e. Type of stabilization material:
Vinyl sheet piling
b. Length: 36' of new bulkhead approx. 164LF of existing to be
reinforced & repaired
Width: 1'
d. Maximum distance waterward of NHW or NWL: 12'+-
2-0" 176rZ SrAt^F�D%�1�
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill 846 Riprap Sand
Breakwater/Sill Other
i. Source of fill material.
Sand from a local borrow pit
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? []Yes []No [INA 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
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 OSB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Fill material for bulkhead will be retained by sheet pile bulkhead Hydraulic excavator on land
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? []Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
3-1-2017 Elite Management Group, LLC
Date F e. i Applicant Name
Boat Maintenance Facility
4$4 3 ).N7 Ap i ant Siga
Project Name J
��°�-�L�u��3�3 „ a ��` � .��� !M; t !r1 °�.?� ���l.r�,a�� _"•c��i ��._� ;�-��>isv>.t: °i�f;�r�l+yrs

§� a
Form DCM MP -3 � � l
ed
UPLAND DEVELOPMENT 'A' 'na,
(Construction and/or land disturbing activities) 'Mi- '
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT I
a. Type and number of buildings, facilities, units or structures
proposed.
One 10' x40' concrete pad at the travelift slip
c. Density (give the number of residential units and the units per
acre).
0
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 []No [INA
(ii) If yes, list the date submitted:
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.
2%
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.
Less than 1 %
j. Describe proposed method of sewage disposal.
Site is connected to the Town of Hertford wastewater
treatment plant
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, 'Wash down" and residential discharges).
No discharges proposed at this time
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
400 SF
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete (AF,2pAv Ar VZAOCel, Li Pk)
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes ®No []NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No [INA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No [INA
If yes, attach appropriate documentation.
-8-2$082 :: 9-83-4RiGAT ::vnr.nccoast a erlert,aet revise i26106

i
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ❑Yes ®No [INA
community, public system, etc.)
(ii) If yes, how many acres?
Public water from the Town of Hertford
o. When was the lot(s) platted and recorded? p. If proposed development is a subdivision, will additional utilities be
1998 installed for this upland development?
❑Yes ❑No ®NA
3-1-2017
Date
Boat Maintenance Facility
Project Name
Elite Management Group, LLC
Applicant Name
Appf nt Sign kf
—ei
0
CAO
revesed. 1226106

Form DCM MP -4 '`¢ lit
STRUCTURES'�'�'
Construction within Public Trust Areas)�> 4
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
Commercial ❑Public/Govemment EPiivate/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 230' Ion (c i5 CRraLutG(C, t)G>n
(iv) Width 8'
(v) Floating ®Yes ONO
e. (i) Are Platforms included? ❑Yes ENO
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
20
(ii) Number of slips existing
0
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and/or channel
EOpen water, no dredging required
❑Other; please describe:
k. Typical boat length: 20' to 50'
m. (i) Will the facility have tie pilings?
EYes ❑No
(ii) If yes number of tie pilings?
30
❑This section not applicable
b. (i) Will the facility be open to the general public?
❑Yes ENO
d. (1) Are Finger Piers included? ®Yes ONO
If yes:
(ii) Number 12
(iii) Length 2 (cD- 25' to 10 @ 30'
(iv) Width 1g` 10 are 3' the 2 A pier head are 6'
(v) Floating ®Yes ❑No
f. (i) Are Boatlifts included? ❑Yes ENO
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
E 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:
❑ 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 ENO
252-808-2808 ;: 1-883-4RCOAST ,,+.yv+yyy.n cogst�maij, ent.net revised. 12/27106

2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
® Office Toilets
❑ Toilets for patrons; Number: N/A; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
a aCA3?I1
Local sewer system r Q
c. Describe the disposal of solid waste, fish offal and trash.
Local trash collection
d. How will overboard discharge of sewage from boats be controlled?
Boats will not be occupied
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
2
(ii) Give the location and number of "Pumpout Available" signs proposed.
N/A
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
Booms and diapers will be kept on site for any potential vessel leaks and paint and waste will be contained on the existing
concrete slab and disposed in proper containers for removal by a licensed waste disposal contractor
g. Where will residue from vessel maintenance be disposed of?
In appropriate trash disposal containers that will be serviced by a licensed local waste disposal contractor
h• Give the number of channel markers and "No Wake" signs proposed. 4
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
N/A
j. What will be the marina policy on overnight and live -aboard dockage?
It will not be permitted
k. Describe design measures that promote boat basin flushing?
Natural flow / Current of the river
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Not an expansion
252,3.08-2810 ., 1 38.3 4iy4:;,OAST revised; 321 :;,,,

Form DC MP -4 Pa yp 3 of 4
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ®No
n. Is the marinaldocking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
[:]CW []SAV ❑SB
OWL 0 []None
p. Is the proposed marina/docking 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 structure(s):
❑Commercial ❑PubliclGovemment ❑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
(iii) Width
5 .BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
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
7. GENERAL
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
252-808-2808 -- 1-888-4RCOAST ;; vw+trema.ncr-oastaensa: arAe- era t.net. revised: 12/27/03

a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
90' on upstream side and 15' on downstream side There are currently no adjacent docking facilities
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
Aoprox. 4700 Ft.
e. (i) Will navigational aids be required as a result of the project? ` E—s
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
Varies 5.5' to 8'
18. OTHER [I This section not applicable
a. Give complete description:
Travelift haulout slip with two 90' long x 6' wide concrete runways at EI. 8.0 supported on piles driven into the river bottom
3-1-2017
Date
Boat Maintenance Facility
Project Name
Elite Management Group, LLIC
Applicant Name
Appilant Sign
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PURPOSE: CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT. FACILITY BOAT MAINTENANCE IN: PERQUIMANS RIVER
DATUM: N.W.L. FACILITY AT. TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE. -NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY: `-C%RSU.T c
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 1 OF 9 REV. DATE: 2-14-17

, T
A PROPOSED 230 LF PROPOSED
BULKHEAD ;� FLOATING DOCK
CLOSURE `yl FINGER PIERS
'AT RAMP
30' SETBACK
75'AEC — YfiRQUIMANS RIVER
LI
r
L' S EXIST}NG
uo O
BO fri RAMP
BE FILLf_D'� L .`` \ PROPOSED TRAVELIFT
HAULOUT SLIP
le `IRON
cEl.A Wryrf IIE9LS a i� LIMIT OF DISTURBANCE ROD (SE:T)
D. R. 25. P. 524 / W- EXISTING BULKHEAD
Le 4 �' TO BE REPAIRED &
Ff i REINFORCED
L% L 'M1
l7 /
/ _ PERquIMAHS COUNTY
/ / �- — — _ COMMERCE CENTRE
/ / \ P. C. '2. Sl.. 49, MAP 4
IRON /
ROO (SET) \
J,
+/--A 6,5 ACRES HIGH CROUNO � \
ACRS LOW AREA \
9.88 AC4f-S RJrA(t
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4 100' x 30' EXISTING �°
CONC. PAD - 100' x fi0' A
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COMMERCE, CtNTRE EAT .
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COMMERCE. CENTRE _
P. C. 2. SE. 49. MAP 4
PROPP Y SURM FOR
UNE
I DIRECTION
DISTANCE
Ll
N 5720'5
E 5.49'
L2
S 71'44'21
E 91.64'
L3
IN 48 58'3
E 55.96'
L4
IN 88'03'5!
E 80.67'
L5
N 1742'3
E 74.94'
L6
N 37561
E 102.33'
L7
N 21r57'44r:
E 45.75'
L8
IN 3930'5
W 48.27'
L9
N 28.37'51-
E 40:90'
L10
N 89'08'1
E 40.02'
L11
N 2,T58'47 -E
54.38'
L12
S 88'38`2
E 83.58'
L13
N 46'07'5
E 96:92'
L14
N 6741'21
E` 59.97'
Ll b
S 06'16'5
W 35.35'
PURPOSE: CONSTRUCTION OF BOAT
MAINT. FACILITY
DATUM: N.W.L.
ADJACENT PROPERTY OWNERS:
1. BROWN DEVELOPMENT OF NC
2. PERQUIMANS COUNTY
SHORE FLYTE MARI:N-
..BETH EL TOVt'NSHIF 4 ,
PERQUIMANS COUTY, N.OR�'H = GAI2QI�I�FAm ':
SCALE 1 -;200' z Srre YE.aO E109ff;a+.�,Yi
BEM THE N)RIWEST PORTION CF THE PROPERTY. sNOWN ON R w' iPyprnogbE` t '� i9
GRAPHIC SCALE
CONSTRUCTION OF
BOAT MAINTENANCE
FACILITY
ELITE MANAGEMENT GROUP, LLC
101 GRANBY STREET
HERTFORD, NC 27944
IN rmT
DRAWN BY: H.G.
CONST. OF PIER, SLIPS & TRAVELIFT
IN: PERQUIMANS RIVER
AT TOWN OF HERTFORD, NC
COUNTY: PERQUIMANS STATE: NC
APPLICATION BY: CONSULTANT
SHEET 2 OF 9 REV. DATE: 2-14-17

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• EL. -5.5 230 LF FLOATING DOCK
30' 8' 30' WITH FINGER PIERS
;ywa 9 ���
SUP 19
SUP 20
SLIP 17
SLIP 18
« EL.
-11.5
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SUP 16 EL. -5.0
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SLIP 12
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SLIP 10
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SUP 7
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SLIP 8
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SLIP 5
SLIP 6
k
SLIP 3
SLIP 4
SLIP 1
SLIP 2
` EL -5.0
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PROPOSED
Q REPAIRED PER ®
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ti RIP RAP FLANK `��
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a
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, EL 8.0
IFKOM BULKHEAD 110 ALL RUNOFF WILL BE DIRECTED BACK
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J
200.00'
PLAN
SCALE: 1" = 50'
DRAWN BY. H.G.
PURPOSE: CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT. FACILITY IN: PERQUIMANS RIVER
DATUM: N.W.L. BOAT MAINTENANCE FACILITY AT TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY., PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY. CONSULTANT
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 3 OF 9 REV. DATE: 2-14-17

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PURPOSE: CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT. FACILITY BOAT MAINTENANCE IN: PERQUIMANS RIVER
DATUM: N.W.L. FACILITY AT: TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY: OWNER
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 4 OF 9 REV. DATE: 2-14-17

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PURPOSE: CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT FACILITY BOAT MAINTENANCE IN: PERQUIMANS RIVER
DATUM: N.W.L. FACILITY AT: TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY: CONSULTANT
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 5 OF 9 REV. DATE: 2-1417
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PURPOSE: CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT FACILITY BOAT MAINTENANCE IN: PERQUIMANS RIVER
DATUM: N.W.L. FACILITY AT: TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY: CONSULTANT
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 5 OF 9 REV. DATE: 2-1417

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PURPOSE: CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT. FACILITY BOAT MAINTENANCE IN: PERQUIMANS RIVER
DATUM: N.W.L. FACILITY AT. TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY: CONSULTANT
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 6 OF 9 REV. DATE: 2-1417

PURPOSE: CONSTRUCTION OF BOAT
MAINT. FACILITY
DATUM: N.W.L.
ADJACENT PROPERTY OWNERS:
1. BROWN DEVELOPMENT OF NC
2. PERQUIMANS COUNTY
CONSTRUCTION OF
BOAT MAINTENANCE
FACILITY
ELITE MANAGEMENT GROUP, LLC
101 GRANBY STREET
HERTFORD, NC 27944
11
DRAWN BY: H.G.
CONST. OF PIER, SLIPS & TRAVELIFT
IN: PERQUIMANS RIVER
AT: TOWN OF HERTFORD, NC
COUNTY: PERQUIMANS STATE: NC
APPLICATION BY: OWNER
SHEET 7 OF 9 REV. DATE: 2-1417

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IN: PERQUIMANS RIVER
DATUM: N.W.L.
FACILITY
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ADJACENT PROPERTY OWNERS:
COUNTY: PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC
ELITE MANAGEMENT GROUP, LLC
APPLICATION BY: CONSULTANT
101 GRANBY STREET
2. PERQUIMANS COUNTY
HERTFORD, NC 27944
SHEET 8 OF 9 REV. DATE: 2-14-17

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PURPOSE: CONSTRUCTION OF BOAT CONSTRUCTION OF CONST. OF PIER, SLIPS & TRAVELIFT
MAINT. FACILITY BOAT MAINTENANCE IN: PERQUIMANS RIVER
DATUM: N.W.L. FACILITY Al TOWN OF HERTFORD, NC
ADJACENT PROPERTY OWNERS: COUNTY: PERQUIMANS STATE: NC
1. BROWN DEVELOPMENT OF NC ELITE MANAGEMENT GROUP, LLC APPLICATION BY: CONSULTANT
101 GRANBY STREET
2. PERQUIMANS COUNTY HERTFORD, NC 27944 SHEET 9 OF 9 REV. DATE: 2-14-17