20050149 Ver 1_Complete File_20050126

r`
Permit Class
NEW
p 5 _ p Permit Number
83-05
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
?r=????r? fli
for JUN 9 2005
X Major Development in an Area of Environment?Concern
y
ursuant to NCGS 113A-118 R - wATEp QUALITY
P WETLM ? sro?wAr?l ertaHCH
Excavation and/or filling pursuant to NCGS 113-229
Issued to
P.O. Box 746, Mt. Pleasant, SC
development in Craven County at Duck Creek, SR 1609 - Galloway Street
as requested in the permittee's application dated 10/7104 (NIP-1. MP-3.
incl
all dated
This permit, issued on June 1, 2005 , is subject to compliance with the application (where consistent
with the pe it), 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.
Marina
1) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed and operable, and maintained for the life of the marina.
2)j The marina facility shall display a sign showing the location of the on-site pumpout facility, including
other appropriate waste disposal information, on each of the 6' wide fixed access piers.
3) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the marina facility shall be considered a violation of this
permit for which the permittee is responsible. This prohibition shall be applied and enforced throughout
the gntire existence of the permitted structure.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department
perspnnel when the project is inspected for compliance.
Aty maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
31, 2008
In: issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Char . Jones, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
_??A 0 10 V e ta'r Cg tWrX ! ,c ?lG
Signature of Permittee
Rivershore, LLC
ADDITIONAL CONDITIONS
Permit #83-05
Page 2 of 3
4) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are ekpressly 'and specifically set forth in the permit application. No other structure, whether
floating or stationary; may become a permanent part of this marina facility without permit modification.
No non-water dependent uses of structures shall be conducted on, in or over public trust waters without
permit modification.
5) Any portion of the permitted. access pier and docking facilities built over coastal wetlands shall not
exceed six feet in width and shall be elevated a minimum of-three feet over the wetland substrate as
measured from the bottom of the decking.
6) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
7) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
8) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee shall not be relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
9) This permit authorizes a maximum of 105 boat slips.
10) During construction and/or operation of the authorized travel lift, care should be taken to ensure that no
filling or excavation of the adjacent coastal wetlands area takes place. Such filling shall be considered a
violation of this permit for which the permittee is responsible.
11) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889
12) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.)

z. LLC
Permit #83-05
Page 3 of 3
ADDITIONAL CONDITIONS
Stormwater Management
13) Thg N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7050508 on 5/19/05. Any
violation of the permit approved by the DWQ will be considered a violation of this CAMA permit.
General
14) Any building constructed shall comply with the applicable* provisions of the North Carolina Building
Code and the local flood damage prevention ordinance as may be required by the National Flood
Insprance Program.
15)i This permit does not authorize the excavation or filling of any vegetated wetlands or open water areas,
ev$n temporarily.
16) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unseasonable obstruction to free navigation} of the navigable waters, the permittee will be required, upon
dui notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration:
17) All development within 50 feet of the normal water level shall be consistent with Environmental
Management Commission (EMC) Neuse River buffer regulations in place at the time of such
development.
18)' The permittee shall implement in its entirety the Operations and Maintenance Manual for Rivershore
M'rina dated 1017104.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No.
050149.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200510469.
05-0149
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
March 15, 2005
Regulatory Division
Action ID No. 200510469
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morhead City, North Carolina 28557-3421
Dear Mr. Huggett:
R@t;:h
k??&fl @D
MAN 1 7 ?007
"" XWAft?AS ?,N
Reference the application of Rivershore, LLC, for a Department of the Army permit to
cons ct a commercial marina facility within an existing basin, on property located off State
Roao 1609, adjacent to Duck Creek, near the. Town of Bridgeton, in Craven County, North
Carolina.
The Federal agencies have completed review of the proposal as presented by the
application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. Any modification to these plans must be approved
by the US Army Corps of Engineers (USAGE) prior to implementation. -
2. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
perm?ttee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove,
reloc4te, or alter the structural work or obstructions caused thereby, without expense to the
United States. No claim shall be made against the United States on account of any such removal,
relocation, or alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE
Chief Source Data Unit N CS261, 1315 E West HWY- RM 7316, Silver Spring, MD 20910-
3282 at least two weeks prior to beginning work and upon completion of work.
-2-
3. No excavation, fill or mechanized land-clearing activities shall take place at any time in
the construction or maintenance of this project, in such a manner as to impair normal flows and
circulation patterns within waters or wetlands or to reduce the reach of waters or wetlands.
4. Except as authorized by this permit or any USACE approved modification to this permit,
no excavation, fill or mechanized land-clearing activities shall take place at any time in the
---•---construction_ormaintenance-o£this-project, within-waters-or-w&tLnds. Thi&permit.does- riot -
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
5. The authorized structure and associated activity must not interfere with the public's right
to free navigation on all navigable waters of the United States. No attempt will be made by the
permittee to prevent the full and free use by the public of all navigable waters at or adjacent to
the authorized work for reason other than safety.
6. The permittee must install and maintain, at his expense, any signal lights and signals
prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities.
For further information, the permittee should contact the U.S. Coast Guard Marine Safety Office
at [phone].
7. The permittee shall advise the Corps in writing at least two weeks prior to beginning the
work authorized by this permit and again upon completion of the work authorized by this permit.
8. The permittee shall require its contractors and/or agents to comply with the terms and
-- onditions of thispermit in the-construction and maintenance of this project; and s vide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
9. The permittee shall employ all sedimentation and erosion control measures necessary to
prevent an increase in sedimentation or turbidity within waters and wetlands outside the permit
area. This shall include, but is not limited to, the immediate installation of silt fencing or similar
appropriate devices around all areas subject to soil disturbance or the movement of earthen fill,
and the immediate stabilization of all disturbed areas. Additionally, the project must remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4).
I+
-3-
10. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
considered significant.
11. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
Raleigh Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Ms. Cyndi Karoly
Division of Water -Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Fete Benjamin
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726

-4-
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
-- --- Mr.-David Rackley - - -- - -
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Ms. Tere Barrett, District Manager
Morehead City Regional Office
North Carolina Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Commanding Officer
- __U_S_ Coast GuardMarine Safety-Office
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401-4895
'I
09014
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Mich Oel F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
January 24 2005 '
MEMORANDUM:
Ms. Cyndi Karoly JAN 2 6 20
Environmental Biological Supervisor R QUpusY
Division of Water Quality pSTOiA
FRDoug Huggett
Major Permits Processing Coordinator
SUBJECTI: CAMA/DREDGE & FILL Permit Application Review
AppOcant? Rivershore, LLC
Project Location: Craven County: The southern terminus of SR 1609 (Galloway Street) near
Bridgeton adjacent to Duck Creek.
Proposed Project:. The applicant proposes to construct a commercial marina facility within an existing
inland basin, to include a paved entrance road and parking areas, a marina office,
one 400 unit dry, stack storage building, forklift operation area, fueling and pump
out facilities, and 105 wet slips.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
February 14, 2005. 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.
/mod ?d
REPLY: This agency has no objection to the roject 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 3?3 115
151-B Hwy. 24, strop Plaza II, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
0CM % DWQ %
Development Type FEE (143001601 435100093 1625 6253 (24300 1602 435100095 2341
1. Private, non-commercial
development that does not involve $250 100%($250) 0% ($0)
the filling or excavation of any
wetlands or open water areas:
II. Public or commercial development
that does not involve the filling or $400 100%($400) 0% ($0)
excavation of any wetlands or open
water areas:
Ill. 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). For Private, noncommercial
development, If General water Quality $250 100%(S250) 0% (s0)
Certification No.3301 (see attached)
can be applied: ,
Ill($): For public or commercial
development, if General water Quality $400 100%(S400) 0% (50)
C fication No.3301 (see attached)
T
be applied:
.
111(0). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
III(O). If General Water Quality
Certification No. 3301 (see attached) $400
60% ($240)
40% (5160)
?
can not be applied: . ..
IV., For development that involves
the filling and/or excavation of more 6475 60%(S285) 40%($190)
than one acre of wetlands and/or
open water areas:
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Rivershore, LLC
2. LOCATION OF PROJECT SITE: Entrance to project is at southern terminus of SR1609 (Galloway
Street) near Bridgeton, and adjacent to Duck Creek in Craven County.
Photo Index - 2000:73-936(Indexed by O-Q, 6-8) 1995:73-810(Indexed by H-J,16-18)
State Plane Coordinates - X: 2584000 Y: 498000 Rover# MI10420A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 4, 2004
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Completed: January 5, 2005
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - Urban Transitional/Conservation
(B) AEC(s) Involved: CW, ES, EW, PTA,
(C) Water Dependent: Yes
CX (D) Intended Use: Commercial
•d• (E) Wastewater Treatment: Existing - None
Vow Planned - Connection to City of New Bern Sanitary Sewer System
4 (F) Type of Structures: Existing - Existing inland basin
Planned - Wet and Drystack Marina with amenities
CDO (G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 530 sf shaded
(B) Non-Vegetated Wetlands 118,117 sf usurped
Estuarine Waters and Public Trust of which 32,936 sf
Areas would be shaded
(C) High ground disturbance 114,550 sq. ft.
graded and filled
(D) Total Area Disturbed: 233,197 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: SC; Sw, NSW Open: No
8. PROJECT SUMMARY: Applicant proposes to construct a commercial marina facility within an
existing inland basin, to include a paved entrance road and parking areas, a marina office, one 400 unit
dry stack storage building, forklift operation area, fueling and pump out facilities, and 105 wet slips.
Field ;Investigation Report:
Rivershore,? LLC
Page 2
9. NARRATIVE DESCRIPTION:
Project Setting
The project site is a 16.8-acre out parcel of a 67.5-acre tract adjacent to the northern shore of Duck
Creep near the Town of Bridgeton, Craven County, North Carolina. The site is accessed from
Bridgeton by following Hwy 55 East, turning right onto SR1609 (Galloway Street) and following the
road to its southern terminus. The property is the vacant tract of land between Galloway Street and
Duck Creek. This area is predominantly undeveloped, with one other marina on the creek.
The land rises from Duck Creek to elevations of approximately +4'to +6' above MSL. The soil on
the property is predominantly sandy material that was deposited on the site when the basin was
dredged. There is an existing manmade'basin near the center of the property that was excavated out of
high ground and connected to Duck Creek under CAMA Major Permit 61-75 (1975). The basin is
approximately 450' x 600' and is connected to Duck Creek via a channel that widens from 130' to
250' and is approximately 250' in length. Water depths in Duck Creek typically range from -5'to-7'
below NWL in the channel and -10' to -12' below NWL in the basin. The basin is bordered with
Juncu roemerianus and S ap rtina patens, typically 2' to 4' in width. Wax myrtle and red cedar can be
found for several feet landward of the coastal wetlands. The Section 404 Wetlands on this tract have
been delineated and approved by the USACE (on file), and will be unaffected by this proposal. The
upland areas are in the early stages of succession with the most prevalent species of plants being broom
sedge and small loblolly pine saplings.
The Graven County Land Use Plan classifies the area as Urban Transitional, with all areas within the
Division of Coastal Management's AEC's classified as Conservation. The Division of Water Quality
classifies Duck Creek as SC Swamp and Nutrient Sensitive Waters. The waters are closed to the
harvesting of shellfish and they are not classified as Primary or Secondary Nursery Areas. No SAV's
were observed during the visit to the site.
Project Description
The applicant proposes to construct a full service marina within an existing upland basin that is
connected to Duck Creek. The upland development would consist of a paved access road, paved
parking areas for 68 vehicles, and a marina store with restrooms, showers, and laundry facilities.
Upland development would also include one building with two 200-unit dry stack storage units to
accommodate boats from 15' to 30' in length. Fuel storage tanks and wash racks are proposed
between the dry stack units and the boat basin. The boats would be launched and retrieved with a
forklift, therefore, a paved forklift operation area is proposed. No boat maintenance facilities are
proposed at this time.
The launch is proposed with approximate dimensions of 50' wide and 97' in length and would
prcje?t 10' beyond the NWL into the basin. Two 4' x 55' floating docks will project out into the
basin1rom the forklift operation area for staging purposes. Four access walkways 6' wide and
totaling 380' in length will lead to two 6' wide fixed docks around 1790' of the boat basin
Field Investigation Report:
Rivershore, LLC
Page 3
perimeter. Dock "A" would consist of five 4' x 60' finger piers projecting from the fixed dock on the
northeast side of the basin and would create 10 boat slips with a boatlift in each slip. An 8' x 345'
floating dock is proposed parallel to the 6' wide fixed dock on the east side of the basin, with the
floating and fixed docks connected via a 4' wide gangway. Attached to the floating dock on the east
side of the basin would be "B" and "C" docks. "B" and "C" docks would each be composed of two
4' x 40 finger piers and four 4' x 30' finger piers that would create 14 boat slips at each dock. On the
west side of the basin, an 8' x 705' floating dock with a 15' x 15' platform would be connected to the
6' wide fixed dock via two 4' wide gangways. "D" dock would be composed of three 4' x 50' finger
piers that would create 6 boat slips. "E" dock would consist of two 8' x 50' finger piers and four 4' x
50' finger piers that would create 12 boat slips. The fueling and sewage pump out stations would be
located at the end of "E" dock. "F" dock would consist of eight 4' x 40' finger piers and would
create 16 boat slips. "G" dock would involve three 4' x 40' finger piers and would create 7 boat slips.
"H" dock would be made up of fourteen 4' x 60' finger piers and would create 26 boat slips with a
boatlift in each slip. The applicant also proposes to install a "NO WAKE" sign at the entrance to the
marina basin:
No shoreline stabilization measures are proposed, as the applicant has decided it is unnecessary at this
time.
10. Anticipated Impacts:
The forklift area and the accesses to the docks will shade 530 square feet of coastal wetlands as
proposed. The fixed and floating docks will create a total of 105 new boat slips and will incorporate
118,117 square feet of Estuarine Waters and Public Trust Area within the upland basin. The docks
will also shade 32,936 square feet of those waters. Temporary increases in turbidity can be expected
during the in-water construction of the docks and the installation of "NO WAKE" sign. The project
will require the grading and filling of 114,550 square feet of high ground for the construction of the
marina office, dry stack area, driveway, and parking areas. These will result in < 10% of impervious
area within the 75' Estuarine Shoreline AEC. The addition of 105 wet slips and 400 dry stack storage
spaces will result in a significant increase in boating activity on this creek.
Stephen Lane January 21, 2005 Morehead City

ALDERMAN
JULIUS C. PARHAM, JR.
ROBERT G. RAYNOR, JR.
MACK L"MAr FREEZE
JOSEPH E. MATTIWLY, JR.
BARBARA LEE
WILLIAM H. BALLENGER
i
aftV of Nefu ?Rern
TOM BAYLISS, III
MAYOR
WALTER B. HARTMAN, JR.
CITY MANAGER
VICKIE H. JOHNSON
CITY CLERK
$out4ern $uryrise CMARY A. BRATCHER
ITY TREASURER
FOUNDED 1710
PHONE: [phone] P.O. BOX 1129
?ebr ern, ? QI. 28563-1129
April 20, 2000
Rivershore LLC.
P. O. Box 12172
New Bern, N. C. 28562
Dear Rhett:
This is to confirm New Bern's willingness to accept sewer flow from your proposed
development in the Sandy Point area. Unless modified by agreement between the owners of the
property and the City of New Bern, our normal out of city service policies will apply to rates and
charges. Let me know if I can be of further assistance.
Best Regards,
Walter B. Hartman, Jr.
6 !
City Manager
sch'
cc: David Muse
Mayor
Board of Aldermen
'IT 12 2004
MorenGad city pCM
Afriuing for Xxrellenre
APPLICATION
1. APPLICANT
a. Owner: Rivershore, LLC
Contract to Purchase:
Big Cypress Land & Development Co., Inc.
c/o Newkirk Environmental, Inc.
P.O. Box 746
Mt. Pleasant, SC 29465
Phone: [phone]
FAX: [phone]
b. Authorized Agent:
Newkirk Envrionmental, Inc.
P.O. Box 746
Mt. Pleasant, SC 29465
Phone: [phone]
FAX: [phone]
c. Project Name (if any):
Rivershore Marina
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).
Construction of a full service commercial marina facility
with attendant services and activities including floai g
docks dry stack storage fuel service, sewage pumpout
services and harbor masters office/ships store (for
additional information see attached Operations and
Maintenance Manual.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work within an
existing upland dug marina basin.
c. Will the project be for public, private or
commercial use? Commercial/Public
d. Give a brief description of purpose, use, methods
of construction and daily operations of proposed
project. If more space is needed, please attached
2. LOCATION OF PROPOSED
PROJECT
a. County: Craven
b. City, town, community or landmark
Brid eg ton
c. Street address or secondary road number
Galloway Street-SR 1609
d. Is proposed work within city limits or
planning jurisdiction? ? Yes ® No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Duck Creek
additional pages.
The purpose of the proposed project is to provide marina
services and water access to the general public. Additional
information is provided in the Operations and Maintenance
Manual attached as an addendum to this application.
F9F FOUVED
OCT 12 2004
Morehead City DCM

4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract: 16.8
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above
MHW or NWL: + 7.5' NWL
d. Soil type(s) and texture(s) of tract:
Johnson:gibb-Murville - Sand
e. Vegetation on tract: Primarily peen field with various
gmAses such as broom straw (Andopogon spp. , Bahia
gMs (Pas alum notatum) and loblolly pine (Pinus taeda .
E Man-made features now on tract:
Excavated marina basin, filled uplands, on-grade dirt roads.
g. What is the CAMA Land Use Plan land
classification of the site?
Conservation Transitional
Developed Community
X Ruial Other: Site is not zoned by
Craven County.
h. How is the tract zoned by local government?
Craven Countv currently has no applicable zonina
ordinances reaulatina development on this nronerty.
L Is the proposed project consistent with the
applicable zoning? ® Yes El No
j. Has a professional archaeological assessment
been done for the tract? ® Yes El No
If yes, by whom? Brockington & Associates, Inc.
(Cultural Resources Assessment attached)
via
OCT 12 2004
111IarOhaad City DCM
L Is the project located in a National Registered
Historic District or does it involve a National Register
listing of eligible property?
? Yes ® No
1. Are there wetlands on the site?
® Yes ? No
® Coastal Marsh 0.59 acres
® Other: Marina basin 7.3 acres
If yes, has a delineation been conducted?
® Yes ? No
Action I.D. 200210890
m. Describe existing wastewater treatment facilities.
The City of New Bern
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 landside support facilities.
o. Describe existing drinking water supply source.
First Craven Sanitary District
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only)
or other instrument under which the applicant
claims title to 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.
A Copy of Deed and Owner permission letter is
attached.
An accurate, dated work plat (including plan
view and cross sectional drawings) drawn to
scale in black ink on an 8 %2 x 11 white paper.
(Refer to Coastal Resources Commission Rule
7j.0203 for a detailed description.)
Sheets 1 thru 12 dated 9/03/04 attached.
Please note that original drawings are preferred and only
high quality copies will be accepted. Blue line prints or
other larger prints are acceptable only if an adequate
number of quality prints are provided by applicant.
(Contact the US Army Corps of Engineers regarding that
agency's use of larger drawings.) A site or location map
is a part of plat requirements and it must be sufficiently
detailed to guide agency personnel unfamiliar with the
area to the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
It is understood that any issued permit would be
contin eg nt Mn obtaining the applicable stormwater
certification.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and signed
returned 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 the form, the applicant further certifies that
such notice has been provided.
Name: Herman Edwards
Address: Rt. 6, Box 3
New Bern, NC 28560
Phone
Name: Sandy Point Village, LLC
Address: P.O. Box 12006
New Bern, NC 28561
Name: Rivershore, LLC
Address: P.O. Box 12172
New Bern, NC 28561
Phone
application. Enclosed
• A signed AEC hazard notice for projects in
oceanfront and inlet areas. N/A
A statement of compliance with the NC
Environmental Policy Act (N.C.G.S. 113A-1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act. N/A
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 in 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 I? day of C+ 20 04
Print Name Duncan Newkirk, Big Cypress Land
Development Company_LLC
• A list of previous state or federal permits issued for Signature
work on the project tract. Include permit numbers, Contract to Purchase
permittee, and issuing dates.
State of NC Coastal Resources Commission Permits 61- DCM MP-2 Excavation and Fill Information
75, 68-85A 15-84 issued to John T. Taylor, the Estate of ®DCM MP-3 Upland Development
J. T. Taylor Jr. and Taylor Trust Z. ?DCM MP4 Structures Information
es and Culverts
a Developm
ent
• A check for $ 250.00 made payable to the DePt. of
Wea,
Environment, Health, and Natural Resources Note. Please sih attachment in the space provided
(DEHNR) to cover the costs of processing the OTe lotngfth form.
Morehead City DCM

I.TPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for
CAMA Major Permit, Form DCM-MP-l.
Be sure to complete all other sections of the
Joint Application that relate to this proposed
proect.
a. j Type and number of buildings,
facilities, units or structures proposed.
ith
One da stack storage building 'w
associated parking marina office, restrooms,
fuel and sewage pumpout facilities.
b. Number of lots or parcels 1
c. Density (give the number of residential
wits and the units per acre) N/A
d. Size of area to be graded, filled or
disturbed including roads, ditches, etc.
+ .33 acres
e.l'I 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. If applicable, has a
sedimentation and erosion control plan
been submitted to the Division of Land
Resources? ? Yes ®No
Hlyes, date submitted
It ? is understood that any issued permit
would be contingent upon obtaining the
applicable sediment and erosion control plan
approval.
E List the materials (such as marl, paver
stone, asphalt, or concrete) to be used for
paved surfaces. asphalt, concrete
g.l Give the percentage of the tract within
75 feet of MHW or NWL, or within 575
feet in the case of an Outstanding
Resource Water, to be covered by
impervious an
O C T 12 7004
such as pavement, buildings, rooftops, or
to be used for vehicular driveways or
parldng. ± 10%
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
It is understood that any issued permit
would be contingent upon obtaining the
applicable stormwater certification.
i. Describe proposed method of sewage
disposal. City of New Bern sewer Wstem
j. Have the facilities described in Item I
above received state of local approval?
® Yes ? No
(Attach appropriate documentation) Ci of
New Bern sewer service is existing to the
site and a letter confirming the City's
agreement to accept sewage flow from the
property is enclosed.
k. Describe location and type of proposed
discharges to waters of the state (for
example, surface runoff, sanitary
wastewater, industrial/commercial
effluent, "wash down" and residential
discharges).
Surface runoff
1. Describe proposed drinking water
supply source (e.g. well, community,
public system, etc.) First Craven Sanitary
District
m. Will water be impounded?
?Yes ® No
n. If the project is a oceanfront
development, when was the plot(s) platted
and recorded? N/A
Rivershore Marina
Applicant or Project Name
Signature
1o--1 -OH
Morehead City nr.m
MARINA
DEVELOPMENT
(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.
g. Typical boat length +/- 30'
Maxim um boat length +/- 60'
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
® Commercial ® Public ? Private
b. Will the marina be open to the general public?
® 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?
None currently planned
d. Check all of the types of services to be
provided.
? Full Service, including travel lift and/or rail
® Dockage, fuel, and marine supplies
® Dockage, ("wet slips") only
Number of slips 105 (including lifts-36)
® Dry storage
Number of boats 400 at build-out
? Boat ramp(s)
® Other (describe) Sewage pmmpo
e. Check below the proposed type of siting.
® Land cut and access channel (Existing)
? Open water with dredging for basin and/or
Channel.
?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). Mixed types
R;1IONIVED
OCT 12 1004
i. Are any floating structures planned? Yes
If so, describe: Floating docks
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities
that will be included in the proposed project.
® Office Toilets
® Toilets for Patrons
Number: 2 toilets and 2 urinals for men, 3 toilets for
women
Location: Marina office
® Showers
® Boat holding tank pumpout
Type and location Fixed pumMut to holding tank on
site uplands and City of New Bern sewer system.
Pumpout is located in marina basin on floating Dock
E.
b. Describe treatment type and disposal location
for all sanitary wastewater. City of New Bern
sewer system.
c. Describe the disposal of solid waste, fish offal
and trash disposal. Refuse and Egacling containers
will be provided at varoius locations on-site to
provde for convienent use and emptied dailey for
disposal at an approved landfill or recycling center.
d. How will overboard discharge of sewage from
boats be controlled. Signage, marina rules, lease
agreement provision of convenient bathroom
facilities and sewage_numpout services.
e. Give the location and number of "No Sewage
Discharge" signs proposed. Each floating dock B,
C D E F& G each boat lift dock A& H.
Moruhclad City DCM

E Describe the special design, if applicable, for
containing industrial type pollutants, such as
paint, s*ndblasting waste and petroleum
products.
N/A-No boat repair services or facilities are
provided.
g. Where will residue from vessel maintenance be
disposed of ? Containers will be provided for any
refuse or residue from normal owner maintenance
and repair fora ro riate disposal at an a roved
off site fa 'li .
i
h. Give the number of channel markers and "No
Wake" signs proposed. One 'No . Wake" sign
proposed within the marina basin.
L Give the location of fuel-handling facilities, and
describe the safety measures planned to protect
area water quality. Dock E as indicated on project
plans Defer to Section II C of the attached
Operation and Maintenance Manual.
j. Describe design measures that promote boat
basin flushing or circulation and that reduce
water gnality impacts. 7.3 acre basin was
constructed 12 years ago and no appreciable
se 'men on has occurred. Entrance at Duck Creek
is 100 wide providing adequate water flow to
wg tain gpod circulation and water qualit3L
L What will be the marina policy on overnight
and live-aboard dockage? No live-aboards-
Maximum stay is three consecutive days-72 hours.
1. Is the, proposed marina located near any
shellfish gases? ? Yes ® No
if yes, give name and address of leaseholder.
I
m. If the', project is an expansion of an existing
marina, what types or services are currently
provided? N/A
n. How Way slips are now available? NIA
o. Is the marina proposed within a primary or
secondary nursery area? ? Yes ® No
p. Is the marina proposed within an area open to
shellfish harvesting? ? Yes [D No
q. Give the location and number of "Pumpout
Available" signs proposed. Pumpout signs will be
provided on each floating dock within the marina
basin (13, C, D, E, F & G) for a total of six.
Rivershore Marina
Applicant or Project Name
Signature
10-1-04
Date
pip F61IFED
OCT 12 2004
Morehead City DCM.
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
. LMV
100
DEC 2 120
04
Morehead City DCM
e. Mooring Buoys: N/A
Attach this form to Joint Application for CAMA (1) E] Commercial E] Community ?Private
Major Permit, Form DCM-MP-1. Be sure to (2) Number:
complete all other sections of the Joint Application (3) Description of buoy
that relate to this proposed project. (color, inscription, size, anchor, etc.)
a. Dock(s) and/or Pier(s)
(1) 0 Commercial ? Community ?Private
(2) Number: 9
(3) Length: Varies from 50' to 130'
(4) Width: _ 4' to 50'
(5) Finger Piers: ® Yes ? No
(i) Number: 4
(ii) Length: 30' to 60'
(iii) Width: 4'
(6) Platforms: ® Yes ? No
(i) Number: 4
(ii) Length: _50' to 730' totaling 1224'
(iii) Width: J3 at 8', 1 at 50'
(7) Number of slips proposed: 105
(8) Proximity of structure to adjacent riparian
property lines: ± 1500LF, N., ± 40' S.
(9) Width of water body: Inland basin width ±50'
(10) Water depth at waterward end of pier at
MLW or NWI: Varies within basin from
-6.5' NWL to -12.0' NWL
b. Boathouse (including lifts): N/A
(1) ? Commercial ? Private
(2) Length:
(3) Width:
c. Groin (e.g. wood, sheetpile, etc.): N/A
(1) Number:
(2) Width:
(4) Width of water body:
(5) Distance buoy(s) to be placed beyond
shoreline:
E Mooring structure (boatlift, mooring
pilings, etc.)
(1) ® Commercial ? Community ?Private
(2) Number: 36 boatlifts
(3) Length: 60'
(4) Width: 15'
g. Other (Give complete description)
Single vile no wake sign within basin as
indicated on permit drawing Sheet 5.
Rivershore Marina
Applicant or Project N Le
Signature
l?-l/s/'-' //
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:
Date

®i?:

f { = - Z? BMIf

10

QUADRANGLE MAP SCALE: 1" = 2000'
0 1000 2000
NEW B"N
QUADRANGLE MAP
THOMAS 9 HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT BLVD., SUITE 100
MOUNT PLEASANT, SC 29464
PHONE : [phone] FAX : [phone]
www.thomos-hutton.com
BRIDGETON, NC SHEET I OF 19
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY STREET
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 REVISEO: V04105
F',?
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O 300 600 1200 f f
JAN 0 5 2005
SITE LAYOUT
THOMAS & HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT BLVD.. SUITE 100
MOUNT PLEASANT, SC 29464
PHONE :[phone] FAX :[phone]
? rrr.tlwn?w-MMsaeana
BRIDGIETON, NC SHEET 3 OF 19
PR headoU#y ACM
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE LLC
DATE: 9/3/04 MVMM: V04106
SITE LAYOUT
THOMAS 9 HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT ULVU.. 5UITE 100
MOUNT PLEASANT. SC 29464
PHONE :[phone] FAX : [phone]
-ttmm-h.tf.-
BRIDGETON, NC SHEET 5 OF 19
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 Ron"15. vulto
N:\16839\dra\Permits\16839P05.dva Jan 04. 2005 - 8:51:17
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JAN U 5 2005 COASTAL WETLANDS
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i
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0 100 200 400
x
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SITE LAYOUT
THOMAS IN HUTTON ENGINEERING CO.
'.. 935 HOUSTON NORTHCUTT BLVD.. SUITE 100
MOUNT PLEASANT. SC 29464
PHONE : [phone] FAX : [phone]
BRIDGETON, NC SHEET 4 OF 19
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x
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PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
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APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 REVISED: 1/04/05
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THOMAS & HUTTON ENGINEERING GO.
935 HOUSTON NORTHCUTT BLVD.. SUITE 100
MOUNT PLEASANT, SC 29464
PHONE : [phone] FAX : [phone]
wwv-thomas-hutton.com
BRIDGETON, NC SHEET 6 OF 19
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 nEn.ao- V04109
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PROPEPTY LINE
404 ANDS
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X
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SCALE: 1" = 100'
0 50 100 200
JAN 0 5 2005

MARINA SITE LAYOUT City PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
THOMAS & HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT BLVD_ SUITE 100 LOCATION: GALLOWAY ST
MOUNT PLEASANT, SC 29464 DUCK CREEK
PHONE : [phone] FAX : [phone]
www.thomcs-hutton.com I
APPLICANT:
RIVERSHORE, LLC
BRIDGETON, NC SHEET G OF 19 1 1 DATE: 9/3/04 mrviAE6: V04100

N?\16A39\drn\Pvrmitc\16A39POA dvn .1- O4 90()5 - A•59"O
N:\16839\dwg\Permils\16839P09.dwg Jon 04, 2005 - 8:52:52
NAIL CAP TO POSTS
W1 30D GALV. NAILS INTO
EVERY TOP RAIL 2'-0'
RAIL CA
GALV. CARRIAGE BOLT
W/ WASHERS (AT NUT
AND BOLTHEAD)
SCAB SPLICE
HIGH STRENGTH
GALV. BOLTS W/ OGEE
WASHERS (AT NUT AND
BOLTHEAD)
SPLIT CAPS
WEATHERTUFF TIMBER
BOLTS W/ NUT 6 OGEE WI
AND DEPTH TO
IINED AT DESIGN
SCALE: I" = 2
0 I 2 4

JAN v 5 2005
Morehead City DCM
6' TIMBER WALKWAY SECTION
THOMAS B HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT BLVD- SUITE 100
MOUNT PLEASANT, SC 29464
PHONE : [phone] FAX - [phone]
www.thomos-hutton.com
BRIDGETON, NC SHEET 10 OF 19
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 REVILED: V04/05
-\ ico2n\ I.--\ O__?U_\ 1/`o4 nnln -- .-- n A nnnr -.1-

4x6 POST (TYP)
o o
', i a o e
e o
Q
I
0
I
II
SCALE:" = 2'
A 2 4
6' TIMBER WALKWAY SECTION
THOMAS 9 HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT BLVD.. SUITE 100
MOUNT PLEASANT. SC 29464
PHONE :[phone] FAX : [phone]
www.thomas-hutton.com
BRIDGETON, NC SHEET 11 OF 19
2X6 T.T. DECKING
6'-0° WALKWAY
JAN 0 5 2005
Morehead City
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE. LLC
????
DATE: 9/3/04 favam
FOR HINGE DOCK
CORRUGATEDI
PIPE FILLED V
OF URETHC
2
T -1 m e rolvdr; 9S
1
WE
M
JAN 0 5 2005
rehead City DC
SCALE: I"
0 1.5
FLOATING DOCK PLAN VIEW
THOMAS IN HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT BLVD.. SUITE 100
MOUNT PLEASANT, SC 29464
PHONE : [phone] FAY - [phone]
w,Afw.ttIORIOS-IIUtton.com
BRIDGETON, NC SHEET 12 OF 19
LF- PILE LOCATION, SIZE AND DEPTH
TO BE COORDINATED DURING DESIGN
WITH CORRUGATED ALUMINUM FLOAT UNIT.
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 „o„"
AI.\ IC02p\ J...-\ D......:1-\ IG C?f1D17 J...- 1-- '. /1C - D.cl-

NOT TO SCALE
FLOATING DOCK SECTION
THOMAS 9 HUTTON ENGINEERING CO.
935 HOUSTON.NORTHCUTT BLVD.. SUITE 100
'. MOUNT PLEASANT, SC 29464
PHONE :[phone] FAX : [phone]
www.thomas-hutton.com
BRIDGETON, NC SHEET 13 OF 19
v?(
JAN 0 5 2005
Morehead City I
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 RVMM. V04105
ALUMINUM CHANNEL
CARRIER BEAM
4'-0"
' ? CABLE
I
I
I CRADLE BEAM
PILE LOCATION, SIZE AND DEPTH
TO BE COORDINATED DURING DESIGN
WITH CORRUGATED ALUMINUM FLOAT UNIT
AND BOAT LIFT MANUFATURER.
SCALE: I" 3'
0 1.5 3 6
BOAT LIFT SECTION
THOMAS 8 HUTTON ENGINEERING CO.
935 HOUSTON NORTHCUTT BLVD.. SUITE 100
MOUNT PLEASANT. SC 29464
PHONE : [phone] FAX : [phone]
www.thamor.hutton.com
BRIDGETON, NC
SHEET 14 OF 19
f 7-7771,x--
4
14N 0 5 2005
muremead
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE; 9/3/04 INWINN V04106
N:\16839\drg\Permits\16839PI4.drg Jon 04, 2005 - 8:55:17
N:\16839\dwg\Perm11•\16839P15.dwg Jan 04. 2005 - 8:55:40
50'

MARINA F ORKLIFT OPERA TION AREA

4

2 ?

PILES I
I
NWL EL 0.

b '

2
APPROXIMA E EXISTING GRA E

-4--
HORIZONTAL SCALE: 1" = 10' NOT
0 5 10 20 IDET SLAB AND PIL
RMINED DURING ING DESIGN CRITE
ESIGN PHASE RIA TO BE
ALL ELEVA IONS ARE BASE ON MSL FORT IS LOCATION. I
0 2 4 I
VERTICAL SCALE: 1" = 2'

PROFILE - SECTION B PROPOSED ACTIVITY:
MARINA

935 THOMAS HOUSTON NORNNORTTHUTT CUTT NEE BLVD., SUIT.. SUITE. 100 JAN ?,f O 5 2005
a HUT CO FORKLIFT OPERATION AREA
MOUNT PLEASANT, SC 29464
PH NE : [phone] FAX : [phone]
r-thomas-huiton.com M
ehead Cit
'
`

l
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK

PPLI A
A
y
or
?
BRIDGETON, NC SHEET 16 OF 19 : LLC
RIVERSHO.
DATE: 9/3/04 05 mvm:m
t4\16839\4wg\Permits\16839PI6.dwg Jan 04. 2005 - 8:55:56

APPRO XIMATE HE IGHT
EXAC HEIGHT T BE
-DETER NED -DURIN DESIGN-
16
I
5 ' BUFFER
12

MAR INA OFFICE

40' I

ASH RAC FUEL T NKS
DRIV EWAY
FE: 5.0

A PROXIMATE EXISTING RADE
E EV 4.5
0

NOTE: AL ELELVAT ONS ARE B %SED ON M L FOR THI LOCATION . HORIZONTAL SCALE: 1" = 30'
0 15 30 60
0. 4 8
n VERTICAL SCALE: I" - 4'
CROSS SECTION C ??'"
THOMAS IN HUTTON ENGINEERING CO. JAN O 5 2005
DRY STACK AREA 935 HOUSTON NORTHCUTT BLVD.. SUITE 100
MOUNT PLEASANT. SC 29464
PHONE : [phone] FAX : [phone]Morehead Ditty c
rw0homa rr.t homy-Aut ton.eom
BRIDGETON, NC SHEET 17 OF 19
PROPOSED ACTIVITY:
MARINA
COUNTY: CRAVEN
LOCATION: GALLOWAY ST
DUCK CREEK
APPLICANT:
RIVERSHORE, LLC
DATE: 9/3/04 WEVOM V04105
N:\16839\dwg\Psrmltc\16839PI7.dwg Jon 04, 2005 - 8:56:24
APPRO
F XIMATE HEI GHT
EXAC HEIGHT T BE

D DETERMI
NED OURIN
DESIGN I I

64
I
5 'BUFFER ( WE404
TLAND

12
DRY ST CK DRYST ACK
(5 HIGH) (5 HIGH I I
35' 35'
17' ARKING

8
24' OADWAY I I
FFE: .0 65' FORK LIFT DRIV WAY FFE: .0

4
A PROXIMATE EXISTING GRADE
E EV 4.5
NOTE: THE DIMEN IONS OFT E DRYSTA K BUILDIN GS
AREA PROXIMATE ' AND TO B DETERMI ED DURING DESIGN.
D
ALL EL VATIONS RE BASED ON MSL F R THIS LO CATION. HORIZONTAL SCALE: 1" = 30'
0 15 30 60
0 4 6
VERTICAL SCALE: I" = 4'

`?-
CROSS SECTION D PROPOSED ACTIVITY:

HUTTONENGINEERING 00
THOMAS 0
JAN 0 5 2005 MARINA
.
,
SUITE 100
935 HOUSTON NORTHCUTT BLVO
DRY STACK AREA COUNTY: CRAVEN
., LOCATION: GALLOWAY ST
MOUNT PLEASANT, SC 29464
PHONE : [phone] FAX : [phone] DUCK CREEK

www.thomoa-hutton.com
Morehead City
D33??

APPLICANT:

LLC
RIVERSHORE,
BRIDGETON, NC SHEET 18 OF 19 DATE:9/5/
GATE: 9/3/04 wmm vo.,/a
N:\IS839ldwINP®rmits\16839PI8.dwg Jan 04, 2005 - 8:56:47

GRA
SHOU SS
LDER 12'
DRIVE
12' DRIVE GRASS
SHOULDER
I
6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

4
AP
ROXIMATE EXIS
CR0
ING GRADE
S SECTI

ON E
17' PARKING 12' DRIVE 12' DRIVE
?jRm. W 17' PARKIN
EE
?
6 - - - - - - - - - - - - - - - - - - - ----- -----
- - - - - - - - --
-- 7 Pe--
4

NOTE: ALL E

LEVATIONS ARE AP

BASED ON MSL ROXIMATE EXIS

OR THIS LOCATI
CRO TING GRADE

ON.
SS SEC

y HORIZONTAL SCALE: I" - 10'
0 5 10 20

0 2 a
VERTICAL SCALE: 1 = 2
CROSS SECTIONS E ec F JAN 0 5 2005 PROPOSED ACTIVITY:
MARINA
THOMAS d HUTTON ENGINEERING CO. .COUNTY: CRAVEN
ROAD AND OVERFLOW PARKING 935 HOUSTON NORTHCUTT BLVD., SUITE 100
MOUNT PLEASANT, SC 29464 Morehead Oily? OCATION: GALLOWAY ST
PHONE : [phone] FAX : [phone] DUCK CREEK
www.thomos-hutton.com APPLICANT:
BRIDGETON, NC SHEET 19 OF 19 DATES9/3%04 C MWOM V04108

N:\16839\dwg\Permits\16839PI9.dwg Jon 04, 2005 - 8:57:07