20060895 Ver 1_COMPLETE FILE_20060531

Permit Class
RENEWAL lD o
TRANSFER STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and -
Coastal Resources Commission
Permit
for
X Major Development in an Area of Environmental
pursuant to NCGS I I3A-118
X Excavation and/or filling' pursuant to NCGS 113-229
Permit Number
131-06
SEP 2 9 2014
Issued to Moores—Smith Marine Enterprises LLC., 1501 Sensation Weigh BeaufortNC 28516
Authorizing development in Carteret County at Adi. to the AIWW, Core Creek, 1501
Sensation Weigh Beaufort as requested in the permittee's letter dated _6/23/14,
This permit, issued on September 17, 2014 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
1) This Transfer/Renewal shall be attached to copies of the following attached permit documents, which
includes all application forms and workplan drawings:
a Permit 131-06, issued to James Flynt Jr. on 10/18/06 and Tansferred to Moores Marine Boatyard
& Boatworks, Inc., on 3/28/13
b. The minor modifications issued 3-5-09 and 5-14-13
c. The refinement of 2-8-13
2) All conditions and stipulations of the active permit remain in force under thi§ renewal.
i ms permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date An appeal requires resolution prior to work initiation or
continuance as the case may be
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance
Any maintenance work or project modification not coveied
hereunder requires further Division approval
All work shall cease when the permit expires on
December 31, 2015
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
¢`�'OT#u— l < 1
L_F,/ Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

O?O? W A T 6-19-T
Cij' wla > R? y
Ivlichacl F. Easley, Governor
William G. Ross Jr., Secretary
Forth Carolina Department of Environment and Natural Resources
July 11, 2006
Core Creek Marine
c/o Mr. James Flynt, Jr.
175 1lcron Point Road
Beaufort, NC 28516
Subject Property:
Core Creek Marine
Jarrett Bay Industrial Park, Beaufort
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Flynt:
Alan W. Klimek, Y.E. Director
Division of Water Quality
DWQ Project # 060895
Carteret County
You have our approval, in accordance with the attached conditions and those listed below, to dredge 2516
square feet of Open Water for the purpose of constructing a commercial marine haul out facility and a 9-
slip docking facility, as described within your application dated March 1, 2006 and received by the N.C.
Division of Water Quality (DWQ) on May 31, 2006. After reviewing your application, we have decided
that the impacts are covered by General Water Quality Certification Number 3400 (WQC 3400). The
Certification allows you to use the CAMA Major Permit when issued by the Division of Coastal
Management. In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non-discharge, and stormwatcr regulations. Also, this approval to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211 .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
The construction of this project or any portion of this project shall not cause closure to shellfish
waters. If modifications are required to avoid shellfish closures the applicant will modify the
project as necessary and send a copy of the modified plan to DWQ at the address at the bottom
of this page. If no modifications are done and the project does close shellfish waters, this
certification is voided and the applicant will have to reapply for a certification with a modified
plan that will not close adjacent waters to shellfishing. (If an agreement is reached with the
adjacent landowner concerning the 10'h boat slip's placement, so that it vvill not cause a shellfish
closure, DWQ Nvill modify the certification after appropriate documentation has been received
by the Wilmington Regional Office and Central Office).
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748
One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: www.ncwaterquality.org NO hCarolina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper vaturallif
Page Two
Core Creek Marine
c/o Mr. James Flynt, Jr.
DWQ Project # 060895
July 11, 2006
2. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream N/A (feet)
Coastal Wetlands N/A (square feet
Open Water 2,516 (square feet) Core Creek
Buffers N/A (square feet
3. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or ]eased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
Page Three
Core Creek Marine
c/o Mr. James Flynt, Jr.
DWQ Project # 060895
July 11, 2006
6. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality (DWQ) Permit # 060895 under Section
401 of the Clean Water Act. If you have any questions, please telephone Joanne Steenhuis in the DWQ
Wilmington Regional Office at 910-796-7405 or Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721.
Enclosures: WQC 3400
Certificate of Completion
Since cly
7 Alan W. Klimek, P.E.
-i
cc: Avolis Engineering, PA
Dave Timpy - USACE Wilmington Regulatory Field Office
Ian McMillan - DWQ 401 Oversight Unit, Raleigh
Doug Huggett - CAMA Morehead
Stephen Lane - CAMA Morehead
WiRO
Central Files
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MCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
2 0 0 60 8 9 5
May 25, 2006
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor MAY 3 1 2006
Division of Water Quality
UENR - WATER
Iti UUAI(TY
FROM: Doug Huggett DSarJ°s??+wATERBRmcy
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Core Creek Marine c/o Mr. James Flynt, Jr. ,
Project Location: Carteret County: Adjacent to Core Creek at 1501 Sensation Weigh, Beaufort, NC.
Proposed Project: The applicant proposes to construct a commercial marine haul out facilityand a 10-
slip docking system within an existing marine maintenance facility in Jarrett Bay
Marine Industrial Park.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
June 16, 2006. If you have any questions regarding the proposed project, please contact Stephen Lane at
[phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: 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.
SIGNED DATE
400 Commence Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer- 50% Recycl ed 110% Post Consumer Paper
II
DCM % DWQ %.
Development Type FEE (14300 1601 435100093 1625 6253)
ywwz??
"W1 (24300 1602 435100095 2341) _
1. Private, non-commercial -
development that does not involve 5250 100%(S250) 0°6 (SO)
the filling or excavation of any
wetlands or open water areas:

II. Public or commercial development
that does not involve the filling or $100 100%($400) 0% (SO)
excavation of any wetlands or open -
water areas:

ITT,
III. For development that involves the
-
filling and/or excavation of up to 1
- acre of wetlands andler open water
areas, determine if A. B, C, or 0
below applies:

III(A). For Private, noncommercial
development, If General water Quality
-z
5250
1001; (5250)
0% (SO)
i;
_ Certification No.3301 (see attached)
can be applied:

T
4 III(9): For public or commercial
a development, if General water Cuahty $ CO 1C0 °o (5.00) 0°.0 (SC)
Cer'fcation No.3301 (see a"ached)
can be applied: r {

f III(C). If General Water Qua!'.,/ `
at
4ti

,,
Certifcation No. 3301 (see a"ached)
'- _

e
could be applied, but DCM staff
determined that additional review and $-ICO 6090 (5230) 30°? (5160)
wn'tan D%VQ concurrence is needed
J, because of concerns related to water
quality or aquatic life:

W .s
t;

Ill(D). If General Water Quality
Cer ifcation No. 3301 (see attached) S4CO 6C°6 (5230) SC°6 (5160)
lied:
n not be a
c
pp
a

111. For development that involves
e riling and/or excavation of more 5475 60°(5237)
; 40.". (5190)
}
rt than one acre of wetlands and or
r _
' open water areas: -

J
II
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Core Creek Marine c/o James Flynt, Jr.
2. LOCATION OF PROJECT SITE: From Hwy 101 near Beaufort, turn left onto Steel Tank Road (SRI 162), go 0.5
miles and turn left onto Sensation Weigh at the entrance to the Jarrett Bay Industrial Park. Follow Sensation Weigh
to its terminus and the project is located at 1501 Sensation Weigh. The project is adjacent to Core Creek near
Beaufort, Carteret County.
Photo Index - 2000:46-582, O-Q,15-16 1995:46-558,P-R,4-5
State Plane Coordinates - X: 2694785 Y: 391665
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Date of Site Visit - April 19, 2006
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete: April 3, 2006
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Developed/Conservation
(B) AEC(s) Involved: CW, ES, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatnient: Existing - Connection to Town of Beaufort°sewer system
Planned - Rinsate processing equipment for pretreatment
(F) Type of Structures: Existing - 65' x 80' commercial building, gravel parking lot
Planned - 30' x 60' building addition, concrete washdown pad, concrete
approach pad, marine travel lift, and a 10-slip docking facility
(G) Estimated Annual Rate of Erosion: < 1'/year
Source - Applicant
HABITAT DESCRIPTION:
7
[AREA]
DRF.DGF.D FILLED OTHER
(A) Open Water 2,5 16 sf 18,042 sf usurped by
piers, of which
4,206 sf is shaded
(B) Coastal Wetlands 1,501 sf shaded
Section 404 Wetlands 308 sf shaded
25,180 sf disturbed
(B) High Ground for upland
development
(D) Total Area Disturbed: 47,047 sf
(E) Primary Nursery Area: No
(F) Water Classification: SA; HQW Open: Conditionally Approved Closed
8
PROJECT SUMMARY: The applicant proposes to construct a commercial marine haul out facility and a 10-slip
docking system within an existing marine maintenance facility in Jarrett Bay Marine Industrial Park.
FIELD INVESTIGATION REPORT:
JAMT ES FLYNT, JR.
PAGE 2
9. NARRATIVE DESCRIPTION:
Project Setting
The site is a 5.95 acre tract located at 1501 Sensation Weigh and is located in the Jarrett Bay
Industrial Park near Beaufort, Carteret County, North Carolina. The property is adjacent to Core
Creek and the Atlantic Intracoastal Waterway. The tract is approximately 8' above MSL on the east
side of the land and slopes to meet a 70' - 250'coastal wetland fringe on west side of the property,.
There is an existing gravel entrance road, parking lot, and service building on the property that were
constructed in 2001 to function as a boat service yard. The majority of the upland area on the
property has been cleared and graveled to act as a storage area for boats. All existing development
on the lot is outside of the AEC and therefore did not require a permit from DCNI.
The tract has 724 linear feet of shoreline. The shoreline is bordered by smooth cordgrass, black
needle rush, and salt meadow grass which transitions to high ground where a small number live oak,
wax myrtle, and loblolly pine may be found between the wetlands and the rear of the existing
building on the site. The two tracts in the industrial park to the north are owned by Gregory Poole
and Jarrett Bay and currently have marine industrial type activities on theta. The tract to the south,
which is owned by Hobby World Development, Inc., is currently undeveloped but has been
permitted to. Construct a 75,000 square foot industrial facility with a travel lift and a 10-slip docking
facility.
Core Creek is approximately 570' wide in the project vicinity with water depths in the -3' to -8'
below NLW range. The AIWW is located along the center of the creek. Core Creek is classified by
the ENIC as SA; HQW. The creek is not classified by the Division of Marine Fisheries as a primary
nursery area and no submerged aquatic vegetation was observed in the project vicinity during the site
visit. The creek has been listed as conditionally approved closed to the harvesting of shellfish by the
Division of Environmental Health's Shellfish Sanitation Branch. The Carteret County Land Use
Plan categorizes this area of the county as Developed, with all AEC's classified as Conservation.
Project Proposal
The applicant proposes to construct a commercial marine haul out facility in association with the
Core Creek Marine repair facility that currently exists on the property. To accomplish this the
applicant proposes to construct a travel lift with two parallel piers for the travel lift to go from the
high ground out into Core Creek. The two travel lift piers would each be 5' 4" wide and 173' in
length and would be spaced 25' apart. Along the outside of each travel lift pier, another pier 6' wide
x 170' in length would be constructed for boat handlers to utilize during the launching and retrieving
of boats. A 50' x 63' portion of the unaltered creek bottom in the area of the travel lift piers would be
excavated by a barge mounted excavator from the existing 2.5' - 4' range below NLW to 3'- 7'
below NLW for a total of 186 cubic yards of spoil. Current attenuators are also proposed along the
side of each of the travel lift piers to slow down the currents that are anticipated in the basin during
the changing of the tides. The attenuators would be constructed of vertical wood slats that would
extend down from the travel lift piers to 3' below NHW and would be 2' above the bottom substrate.
FIELD INVESTIGATION REPORT:
JAMES FLYNT, JR.
PAGE 3
A ten-slip marina is proposed in conjunction with the haul out facility. The slips would provide a
staging area for boats being hauled or launched on the travel lift as well as provide transient and
overnight dockage on a limited basis. Five slips are proposed on each side of the haul out basin. A
6' wide access pier would branch off each travel lift pier at approximately 25' beyond the coastal
wetlands. The access pier on the north side of the basin would be 118' in length and the one on the
south side of the basin would be 128' in length. Each access pier would lead to four finger piers.
The finger piers would be 3' x 25' each. Two tie pilings are proposed to be placed together at 25'
beyond each finger pier and 9' landward of the 80' federal channel setback line. Two of the ten boat
slips are proposed to be oriented parallel 'with Core Creek for use during heavy current conditions.
Each of these parallel slips would be positioned along side a 6' x 40' platform proposed at the end of
the travel lift piers. Electricity, potable water, and fuel are proposed to be provided to the docks. No
pump out station is proposed for the docks. Gas and diesel fuel tanks would be located on the upland
area of the property with the fuel dispenser located at the end of the southern travel lift pier.
A 65' long section of riprap is proposed in the area where the travel lift piers meet the high
ground and immediately landward of the Section 404 wetlands line. A 43' x 45' concrete approach
pad and a 35' x 60' wash down pad are proposed landward of the travel lift to allow for the cleaning
of vessels. The pads would be sloped to drain into a central trench drain system that would flow into
the proposed enclosed 15' x 15' rinsate recycling system. A 35' x 66' gravel drive would lead from
the wash down pad to the existing gravel parking and boat storage area. A 30' x 60' addition and a
12' x 12' addition to the existing building are also proposed. A 75' x 200' high ground disposal area
is proposed to be built at the southeast corner of the property to contain the dredge spoils from the
haul out basin. The disposal area would be 6" high and accommodate 186 cubic yards of spoil
material.
Anticipated Impacts
The project would disturb 25,180 sq. ft. of high ground, of which 10,180 would be made
impervious for construction of boat maintenance infrastructure. Approximately 2,733 sq. ft. of the
proposed impervious surfaces are inside of the N.C. Division of Coastal Management 75' Estuarine
Shoreline AEC. This equates to 9% impervious surface within DCM's 75' Estuarine Shoreline AEC
and 54% total impervious surface for the entire tract.
The travel lift pier and walkways would shade an area 11' in wide for a total 1809 square feet of
Coastal/Section 404 Wetlands. The piers would usurp 18,042 square feet of estuarine waters and
public trust area. The piers would additionally shade 4,206 square feet of shallow water habitat. The
proposal as submitted would add ten slips in a conditionally closed area and may result in the
additional closure of shellfishing waters. The piers would not extend out beyond the federal channel
setback line where traditional navigation occurs and are not expected to cause any negative
navigational impacts. A localized and temporary increase in turbidity can be expected during the in-
water portions of the construction of the piers and dredging. The dredging would also result in the
loss of approximately 2,516 square feet of sandy bottom shallow water habitat within Core Creek
and would result in 186 cubic yards of sand being deposited on 15,000 square feet of high ground.
Submitted by: Stephen Lane -Morehead City District - May 24, 2006
PROJECT NARRATIVE
Proposed 10 Slip Marina and Haul-Out Facility
Core Creek Marine
1501 Sensation Weigh, Jarrett Bay Industrial Park
Beaufort, North Carolina
INTRODUCTION
'??i r1 t? 11 7? Q Q b
lVlerahQQc4 City DCM
Core Creek Marine is an existing boat service yard located within the Jarrett Bay Industrial
Marine Complex in Beaufort, Carteret County, North Carolina. The Core Creek Marine relies
solely on the haul-out facility privately owned by Jarrett Bay Boatworks in order to haul and
launch boats for maintenance. The ability of Core Creek Marine to properly serve its clients by
providing timely haul-outs and launches is solely dependent on the scheduling efforts of the Jarrett
Bay Boatworks facility. Due to the increase in activity within the Jarrett Bay Industrial Marine
Park, the scheduling of haul-out and launches by Core Creek Marine has become increasingly
difficult. Additionally, no transient overnight dockage is available at Core Creek Marine for any
overflow boats that require staging or waiting for haul-out.
In an effort to become independent of interactions with the Jarrett Bay facilities, it is the desire of
Core Creek Marine, LLC, the owner and operator of Core Creek Marine, to develop a 10 slip
marina and haul-out facility at the Core Creek Marine facility. The 10 slip marina will become a
staging area for boats being hauled or launched and will provide overnight dockage on a limited
basis.
This project includes the development of the 10 slip marina, haul-out well, wash down pad and
wash down rinsate recycling system and fueling system at the Core Creek Marine facility located
at 1501 Sensation Weigh in the Jarrett Bay Marine Industrial Park in Beaufort, Carteret County,
North Carolina.
Development present at Core Creek Marine today consists of a pre-engineered metal boatshed
and gravel boatyard area, all of which were constructed in 2001.
PROPOSED FACILITY DESCRIPTION
The proposed facilities include the construction of the following:
1. Haul-out pier and well, and current attenuator.
2. 10 slip marina and walkways.
3. Concrete boat wash down pad with rinsate recycling system.
4. Fuel tank, dispenser, and concrete containment area.
_1_71 n
Each element is described in more specific detail below:
2 2006
Haul-outfrravel Lift Facility and Current Alternuator Morehead City dCM
It is proposed that boat launching and retrieval be accomplished through the use of a
travel lift. The travel lift support system will consist of two parallel piers constructed to a
total width of approximately 5'4" wide. The total length of the proposed travel lift piers is
170 feet. A pedestrian access walkway will be provided down each side of the travel lift
pier in order to facilitate access to straps and boats for maneuvering. The haul-out piers
were extended waterward to a point not to interfere with the 80 foot channel setback line
as depicted on the project plans but to a point which will provide a minimum depth in the
haul-out well of 7 feet. The haul-out well will be dredged to provide a minimum depth of
7 feet for a minimum length of 60 feet.
This concrete approach pad will be sloped to drain away from the wetlands and surface
waters. A rip rap embankment will be provided around the concrete slab to provide a
stable transition to the existing grade at the edge of the wetlands. It is proposed that the
travel lift and approach pad be elevated to a minimum of 3 feet above the normal high
water level. No wetland or marsh areas will be impacted by the proposed construction.
Tidal currents in the area of the proposed haul-out well area are significant. Parallel slips
have been provided at the end of the travel litl well, one on each side of the travel lift
piers. These parallel slips are represented as slip numbers 5 and 6 on the attached project
plans. These slips are provided as a location for approaching boats to tie in order to
improve maneuverability into the haul-out well without tidal current interference.
It is proposed that a current attenuator be constructed of vertical wood slats on the haul-
out piers. The proposed current attenuators will consist of vertical wood members which
extend 3 feet below the normal high water level and to the underside of the approach pier.
These members will have the effect of reducing currents within the haul-out well.
10 Slip Marina
The 10 slip marina is integrated into the proposed haul-out piers. Five slips are being
provided on each side of the haul-out piers as presented on the project plans. Slips 5 and
6 are parallel slips which will be utilized to facilitate maneuvering into the haul-out well in
heavy current conditions. The access to the 10 slip marina has been integrated into the
walkways adjacent to the haul-out pier in order to reduce total coverage over marsh or
water areas. It is proposed that all dock walkways be constructed to a width of 6 feet.
Finger piers will be constructed to a width of 3 feet.
It is proposed that power and potable water be provided to each slip. No pump-out
facilities are proposed to be installed on the slips or at the Core Creek Marine complex.
The wood pier system would be elevated at a minimum distance of 3 feet above the
normal high water level. It is proposed that a total of approximately 4,700 square feet of
M` ?1f?y1
rt? ?
,'AR 0 ? 2006
decking be constructed for the 10 slip marina. This includes all decking area exclusive of
the haul-out facility travel pads. Morehead G i ty D C M
Wash Down Pad and Rinsate Facility
It is proposed, as part of the development of the haul-out facility and 10 slip marina, that a
concrete wash down pad and rinsate collection system be installed. Specifically, it is
proposed that a concrete wash down pad be constructed adjacent to the existing marina
building. This concrete slab will be sloped to drain to a central trench drain and sump
area. Solids will collect within the sump area of the pad and can be removed manually.
All rinsate will be circulated through an enclosed rinsate recycling system. A Division of
Water Quality General Industrial Permit will be secured for the proposed rinsate system.
Fueling Equipment
It is proposed that diesel and gasoline fuel systems be installed to service boats at the
marina. It is proposed that above-ground tanks be installed in a concrete containment area
located on the upland area of the site. Fueling for boats will occur on the end of the haul-
out pier. A spill prevention and control plan will be developed associated with fueling
operations.
MITIGATIVE MEASURES
Certain mitigative measures were taken during the development of the design as presented on the
project plans to minimize impact to the environment while still achieving the desired product. The
location of the haul-out facility was located to coincide with the narrowest areas of the existing
marsh. Additionally, no stormwater runoff from the approach pad on wash pad will discharge to
the surface waters or wetland areas. All runoff is being directed to the vegetated upland areas of
the site. Dredging of the bottom will only occur in the area of the haul out well. A stable slope
transition has been provided between the edge of the marsh and the project depth in the haul out
well. Dredging will be completed by excavators from upland areas where possible and from the
barges where not accessible from upland areas. All dredge spoil will be disposed of on site. No
wetland areas or coastal marsh areas will be impacted by dredging or filling from the proposed
action.
METHOD OF CONSTRUCTION
The travel lift facility and 10 slip marina will be constructed utilizing conventional marine
construction techniques. Portions of the piling system and decking material will be installed
utilizing pile driving equipment staged on the upland areas of the site. Where the extent of the
project exceeds the reach of the pile driver from the upland areas of the site, a crane and barge
will be utilized to drive the piles from the water side of the project. Light grading and filling will
occur to construct the approach pad and wash down pad areas. All of this work will occur on
upland areas of the site.
AVOLIS ENGINEERING, P.A.
ZZ?7 P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
March 1, 2006
Mr. Mark Hardeman
Coastal Management Field Representative
NCDENR - Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Mgr&heag C ty 9CM
RE: Proposed CAMA Major Permit Application, Core Creek Marine
1501 Sensation Weigh, Jarret Bay Marine Industrial Park
Carteret County, North Carolina
AE Project No. 04187
Dear Doug:
Attached please find our CAMA Major Permit Application for the proposed construction of a
haul-out facility and 10 slip marina at the existing Core Creek Marine Facility located in the Janet
Bay Marine Industrial Park. The following information is provided:
• CAMA Major Permit Application (Original and 1 Copy)
• Property Deed
Project Drawings (2 Copies)
• Original Certified Mail Receipt for Riparian Property Owners
• $400 Permit Fee
It is requested that you review the enclosed permit application and begin the review process for
the project. If the drawings are acceptable, I'll provide the 25 sets for circulation.
Should you need any additional information to process this request, it is requested that you notify
me as soon as possible. Your attention to this project is appreciated.
Sincerely,
in Avolis, P.E.
President
Fk rte, DCM-MP-1
APPLHCATff0N'
(To be completed by all applicants) 2 0 0 6 0 8 9 5
b. City, town, community or landmark
Beaufort
1. APPLICANT
a. Landowner:
Name James R. Flynt, Jr.
Address 175 Heron Point Road
City Beaufort
State NC
Zip 28516 Day Phone [phone]RR
Fax [phone]
b. Authorized Agent:
City New Bern
Name Avolis Engineering, P.A.
Address P.O. Box 15564
State NC
Zip 28561 Day Phone [phone]
Fax [phone]
c. Project name (if any) Core Creek Marine
NOTE. Pernst wiQ be issued in name of landowner(s), end/or
project name.
c. Street address or secondary road number
1501 Sensation Weigh
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
Town of Beaufort
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Core Creek
Intracoastal Waterway
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construct haulout facility, 10-slip
marina, washdown pad
b. Is the proposed activity maintenance of an existing
project, new work, or both? New
c. Will the project be for public, private or commercial
use? 'Commercial
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
See attached narrative.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret 1)) 7
j
Revised 03195 ,
)Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5.95 Acres
b. Size of individual lot(s) --
c. Approximate elevation of tract above MHW or
NWL 6 - 8 feet upland areas
d. Soil type(s) and texture(s) of tract
Sandy_ Clay Loam
e. Vegetation on tract Pines, marsh grass in
wetland areas. Grass on portions of
upland area
f. Man-made features now on tract
Boat shed, office, gravel boat yard
g. What is the CAMA Land Use Plan land
classification of the site? (Conrulr the local land use plan.)
Conservation
X Developed
Rural
Transitional
Community
Other
h. How is the tract zoned by local government?
I-W Industrial Wholesale by Carteret
County
L Is the proposed project consistent with the applicable
zoning? X Yes No
(Anach zoning conpliance certificate, if applicable)
j•
Has a professional
done for the tract?
If yes, by whom?.
m. Describe existing wastewater treatment facilities.
All wastewater discharges to public
sewer operated by Town of Beaufort
n, Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down' and residential discharges.)
Surface runoff from dock system and unimproved areas
o. Describe existing drinking water supply source.
Carteret County, Norh River Water
System serves project area
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
o A copy or the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2' by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
k. Is the project located in a National Registered Please note that original drawings are preferred and
Historic District or does it involve a National only high quality copies will be accepted. Blue-line
Register listed or eligible property? prints or other larger plats are acceptable only if an
Yes X No adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
1. Are there wetlands on the site? X Yes No Engineers regarding that agency's use of larger
Coastal (marsh) x _ Other drawler s.) A site or location map is a part of plat
? rawln
If yes, has a delineation been conducted? ems ; i ' requ ice'' is and it must be sufficiently detailed to
(Artach doaenenradon, if a??lable) ?guide agen, y personnel unfamiliar with the area to the
archaeological assessment been
Yes X No
?ylgrailvad t;?c j ??=;?y?
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
® A Stormwater Certification, if one is necessary.
° 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Hobby World Development, Inc.
Address120 Industrial Drive, Little Ferrv,
Phone NJ 07643 [phone]
Name Gregory Pool Equipment Company
AddressP•O. Box 469, Raleigh, NC 27606
Phone [phone]
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
$ 400.00
° A check for $-ZEO made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
° A signed AEC hazard notice for projects in
oceanfront and inlet areas.
° A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained ii the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the day of November, 1`912005
Print Name James R. Flynt, Jr.
Signature
rxc d cur or Authorized Agrnt f :) -J
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3
-
- Upland Development
R
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
X DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at-the bottom-of-e ch form.

Mar 31 06 03:05a Kevin Rvolis
Form DCM-MP-Z
IEXCAVATI01?
AND" FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Arerne Flaat
Existing Pmjed
Un¢th Width Depth Depth
Access
channel
(MI.W1 or (NWL)
Canal
Boat
basin
Boat
ramp
Haul Out Ba
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
suabiUwion)

58' 50' 4.7' 7'
4 ?sr
r

252-633-6507
I
3 1 2006
MC1r 'i;Ejad City DCM
p.3
1. EXCAVATION
a. Amount of material to be excavated from below
NIRW or NWL in cubic yards 186 CY
b. Type of material to be excavated
Soil from bottom - No marsh impact
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Spread on site
b. Dimensions of disposal area 70' W x 200' L
(Average depth 0.5 feet)
c. Do you claim title to disposal area.'
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where?
Revised 03195
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes x No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead X Riprap
b. Length
50 Feet
c. Average distance waterward of MHW or NWL
0 Feet
d. Maximum distance waterward of MHW or NWL
0 Feet
e. Shoreline erosion during preceding 12 months
None
(Source of information) Visual Obi rvai-inn-
f. Type of bulkhead or riprap material
Rip Rap
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 0
(2) Bulkhead backfill 0
h. Type of fill material N/A
i.
Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
Kev6ed 03195
If yes,
(1) Amount of material to be placed in the
water N/A
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled?
Silt fencing, establishment of
temporary and permanent vegetation.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dExxCavator, dump truck, roller
c. Will wetlands be cr: ssed in transporting equipment
to project site? Yes x_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
6nes R. Flynt, Jr.
App"t or Project Name
' -slgnsture
March
Date % ?± ; `; " •`?:}i l

Form DCM-MP-3
UPLAND
DEVELOPMENT
7?7 F "I P -2,0
Nlg-athi a. ?_ 9!ty g9m
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed Concrete approach pad,
gravel drive, concrete washdown pad
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes No
If yes, date submitted N/A
i. Describe proposed method of sewage disposal.
All sewage disposal to public sewer
b. Number of lots or parcels
j. Have the facilities described in Item i. above
c. Density (give the number of residential units and the received state or local approval? Yes
units per acre) -- (Attach appropriate docuntentation)
k. Describe location and type of proposed discharges to
d. Size of area to be graded, filled or disturbed waters of the state (for example, surface runoff,
including roads, ditches, etc. 3,500 SF sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface water runoff from piers. Approach
e. If the proposed project will disturb more than one pad will discharge to upland areas. Wash-
acre of land, the Division of Land Resources must down pad will be self-contained.
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion (e.g. well, community, public system, etc.)
control plan been submitted to the Division of Land Carteret County North River Water
Resources? Yes No System - Public
If yes, date submitted N/A m. Will water be impounded? Yes X No
If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront development, when
Concrete for pad areas, gravel for drives as the lot(s) platted and recorded? N/A
w
-ames R. Flynt, Jr.
g. Give the percentage of the tract within 75 feet of ?
Applicant or Project Name
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by Signature
impervious and/or built-upon surfaces, such as March 1, 2006
pavement, buildings, rooftops, or to be used forf_2r oc Date
vehicular driveways or parking. t .1<
Revised 03/95
Mar 31 06 09:05a Kevin Avolis 252-633-6507 p.2
Form DCDi-biP4
STRUCTURECJS
(Construction within Public Trust Areas)
R9
MAR 3 1 2006
Morehead City DCM
Attach this form to Joint Application for CAMA Major e. Mooring buoys N/A
Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial -Community - Private
other sections of the Joint Application which relate to (2) Number
this proposed project. (3) Description of buoy
(Color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) X Commercial -Community - Private
(2) Number 2
(3) Length 622
(4) Width 6 Feet
(5) Finger Piers X Yes No
(i) Number 8
(ii) Length 25 Feet
(iii) Width 3 Feet
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines > 15 Fee t
(9) Width of water body 640 Feet
(10) Water depth at $ Fe and end of pier at
MLW or NWL
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number 16 Boring Piles
(3) Length 40'
(4) Width
g. Other (Give comp4re deicripdan)
Travelift pier and rip rap abutment
Date
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Revised 03:95
March 1, 2006
Form DCM-MP-6
MARINA
IDEVIELOPWNT
(Required for the mooring of more than 10 vessels)
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.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
x Commercial Public Residenti"'
b. Will the marina be open to the general public?
.X- Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
No
d. Check all of the types of services to be provided.
X_ Full service, including travel lift and/or rail
x Dockage, fuel, and marine supplies
X * Dockage ("wet slips") only
Number of slips 10
Dry storage
Number of boats
Boat ramp(s)
Other (describe)
e. Check below the proposed type of siting.
Land cut and access channel
x Open water with dredging for basin and/or
channel (dredging for haul out well)
Open water, no dredging required
Other (describe)
f. Describe the typical boats to be served (for example,
open runabout, charter boats, sail boats, mixed
types). Sailboats, transients, motorboats
L 1
r? ,,! , i
Qty
g. Typical boat lac DCM
h. Maximum boat length 75 Feet
i. Are any floating structures planned? No
If so, describe
2. MARINA OPERATIONS
a. Check each of the following sanitary. facilities that
will be included in the proposed project.
Office toilets
Toilets for patrons Toilet facilities
Number are existing
Location
Showers
Boat holding tank pumpout
Type and location
b. Describe treatment type and disposal location for all
sanitary wastewater.
Public sewer provided to site by.
Town o autor .
c. Describe the disposal of solid waste, fish offal and
trash disposal.
Carteret County Solid Waste System
d. How will overboard discharge of sewage from boats
be controlled?
Not permitted by owner, signage
prohibiting.
e. Give the location and number of "No Sewage
Discharge" signs proposed. At hpnrl mf r9nrk
Rtriced 0/9-.q
Form DCM-NfP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
A11 bottom cleaning/washing operations
will occur on washdown pad with
recirculation (closed) recycling system
o. Is the marina proposed within a primary
secondary nursery area? Yes X No
p. Is the marina proposed within an area open
shellfish harvesting? X Yes No
q. Give the location and number of 'Pump(
Available" signs proposed. None
g. Where will residue from vessel maintenance be
disposed of ? Carteret County Solid Waste/
Recycling Program --
I
h. Give the number of channel markers and 'No
Wake' signs proposed. (1 ) "No wake" sign
proposed on south end of dock.
L Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality. Fuel tank in concrete
containment area on upland area of
site.
j. Describe design measures that promote boat basin `
flushing or circulation and that reduce water quality
impacts. N/A
k. What will be the marina policy on overnight and
live-board dockage? No live aboard dockage
allowed. overnight dockage will be
permissible.
1. Is the proposed marina located near any shellfish
leases? Yes X No
If yes, give the name and address of the leaseholder.
m. If this project is an expansion of an existing marina,
what types of services are currently provided?
Facilities are expansion of Core Creek
Marine service yard which provides boat
maintenance and repair.
n. How many slips are now available?
,Yl9f -?--
ames R. Flynt, Jr.
or Pmjoa ?lame
S4mture
March 1, 2006
Date
` ,, 7F

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SPARTI A DR. G SITE DATA: SITE DATA: ice~., p_' U p ~ Q
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OWNER/DEl OWNER/DEVELOPER: JAMES FLYNT, JR
CORE CREEK MARINE, LLC ~ U z ~

''N\\ G ~ 1501 $ENSATIONWgGH ~ ~ ~ Z
\ '~h.~;; ~P ,"1.x ~ , : ~ BEAUFORT, NC 28516
P5 ~ ,1 [phone] ¢ m ~ a ~ ~ [ i
~ ti~:~~ ` OVERALL Sf OVERALL SITE AREA 3.46 ACRES ~ `o ~ ~ ~ ~
~ : ~ ~ ~ ' SITE ADDRE SIiE ADDRESS: 1501 SENSATION WEIGH, BEAUFORT, NC 28516 ~ 0., r~ q q
~ ~ ~ TAX PARCEL y ~ ~ ~ + TAX PARCEL ID: 639904511849000
. •'~v ~ ` ~ i TOTAL SITE ~ ~ TOTAL SITE AREA IN 75' CAMA AEC =30,136 SF
w;:p' ~ , ti TOTAL WETL TOTAL WEfLNJDS AREA ON SITE A80VE NORMAL Wg1Eg LEVEE .7,841 SF
TOTAL PROF . ~ TOTAL PROPOSED IMPERMEABLE AREA IN 75' CA~IAA1 qEC = 2,pgq SF, 6.92X OF TOTAL CAAIN qEC gREq
f

DOCK SUMtr DOCK SUMMARY: ~
' ~ ~ OF SLIP ~ ~ S ~ OF SUPS = 10 ~ a, o
, , ~ ~ : • TOTAL AREA iOTAL ARfA OF DOCKS: 4,658 SF (EXCLUDING RAILWAY DECKING) ~ 'n
~ . • ~ TOTAL AREA v ~ TOTAL AREA OF RAILWAY DECKING: 1,812 SF
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~ rR._ ~ a t DREDGING S F'-I C DREDGING SUMMARY• ~ w~~N
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ti TOTAL SURF. TOTAL SURFACE AREA TO BE DREDGED = 2,516 SF W ~~c~
TOTAL DRED~ TOTAL DREDGE VOLUME = 1861 CUBIC YARDS W ~'f'zx
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1 RELEASE FAR PERMITS JKA 3/1/06
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THESE DRAWINGS ARE INTENDED TO DEPICT METHODS OF CONSTRUCTION FOR ~ ~ cAR
. ~ ~ ~ PERMITTING PURPOSES ONLY. THE FINAL STRUCTURAL D I ~ si ' ES GN OF THE . F ti ,
'y ' 9 DOCK, RAILWAY, AND CURRENT ATTENUATOR SHALL BE THE RESPONSIBILITY - 9>'••.
N~~ DESCRIPTION BY DATE R AL OF OTHERS. _ _
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I NOTE: / ~ t -
/ ~ _ ~ , , THE DATA LISTED IN THE WATER AREA IS ACTUAL
/ ; i ~ N x _3 7 MEAN HIGH WATT 1 ~ I BOTTOM ELEUATONS. TO OBTAIN THE WATER DEPTHS :AN HIGH WATER 3,~ - - - - - - - - ~ ~
SL ~9 x -112.2 x ~ ~ 7 SUBTRACT 0.2' FROM THE LISTED ELEUATION. WATER DEPTHS ~ - - - - - - - - - - ~ o
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~ ~ x -2 7 N6T~ MEAN HIGH WATtr ,8 U, J ~ ~ I r
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404 WETI~~~~~ I WERE MEASUR ~ -5.2 L MERE MEASURED AT MID TIDE ON 9~28~ 05 _ _ _ - ~ ~ ~
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GRAPHIC SCALE
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IN FEET 04187 1 inch - 20 ft_