19980157 Ver 1_COMPLETE FILE_19980304

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 9, 1998
Carteret County
WQC 401 Project # 980157
COE # 199800287
APPROVAL of 401 Water Quality Certification
Mr. Douglas Brady
Carolina Atlantic Seafood Enterprises, Inc.
711 Shepard Street
Morehead City, NC 28557
Dear Mr. Brady:
You have our approval, in accordance with the attached conditions, to dredge 23,725 square feet of wetlands or
waters for the purpose of redesigning a commercial marina, as you described in your application dated February 25,
1998. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3112. In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and
Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specked in the General Certification.
This approval is only valid 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 for a new certification. If the property
is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre,
compensatory mitigation may be required as described in 15A N(_'AC 2H .0506 (h). For this approval to be valid, you
must follow the conditions listed in the attached certification.
If you do not accept any of the conditions of this certification, 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, P.O. Box 27447,
Raleigh, N.C. 27611-7447. 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 under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
qn Howard, Jr. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
980157.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
To: John Dorney
Environmental Sciences Branch
DIVISION OF WATER QUALITY
CAMA MAJOR PERMIT APPLICATION REVIEW
REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS
REVIEWER: STEENHUIs'0 q1q1qb
ACTING WQ SUPERVISOR: SHIVER DATE: March 18, 1998
TLAND INFORMATION FOR CENTRAL OFFICE TRACKIN
PERMIT YR: 98 PERMIT NO.: 980157 COUNTY: Carteret
PROJECT NAME: The Point Marina/Carolina Atlantic Seafood Enterprises
PROJECT TYPE: Marina PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: February 25, 1998
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030503
*STREAM OR ADJACENT WATER BODY: Newport River
CLASS: SA STREAM INDEX #: 21 - (17)
*OPEN OR CLOSED: Closed
WL IMPACT: N/A WL TYPE: N/A
WL REQUESTED: N/A WL ACR EST: N/A
WL SCORE: N/A
MITIGATION: N/A MITIGATION TYPE: N/A
MITIGATION SIZE: N/A RATING SHEET ATTACHED?: N/A
RECOMMENDATION: ISSUE
STORMWATER PLAN REQ'D: Yes
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: The applicant proposes to redesign a permitted but not constructed commercial
marina. The project involves reconfiguring the docks, expanding the number of slips to 44, modifying the
bulkhead alignment, conducting excavation within the docking area and modifying the upland development
including reducing the drystack storage capacity to 128 boats.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3112 for CAMA Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: Septic
TO BE PERMITTED BY: Health Dept
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: 0.07 ac WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? No
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? No
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes
1 -..s s..w w ? S
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980157. March
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED? Yes
SEWAGE DISPOSAL: Yes (septic system) MARINA SERVICES: Yes
OXYGEN IN BASIN: Yes, area not within basin CLOSURE OF SHELLFISHING WATERS: Area
already closed (ATTACH A MARINA USE ATTAINABILITY EVAL.)N/A
RECOMMENDED CONDITIONS OR PERNHT RESTRICTIONS: That the project be done
in such a manner so as to not cause turbidity outside the immediate construction area to exceed
25 NTU.
cc: Central Files - John Dorney
Wilmington Regional Office Files
DCM- Ted Tyndall
John Parker
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
74 * PXCEIVED
aw
NCDENR ` FEB 2 1998
gY:
JANIES B. HUNT.IR. February 20, 1998
GOVERNOR O I KI I I :. \\//
MEMORANDUM:
E E B 2 5 1998
WAYNE McoEVITT TO: Mr. A. Preston Howard, P.E., Director DIVISION OF
SECRETARY Division of Water Quality COASTAL MA14AGEMENT
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
ROGER N. SCHECTER
DIRECTOR SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Carolina Atlantic Seafood Enterprises (The
Point Marina)
Project Location: Radio Island between Beaufort & Morehead
City, off SR1175, adjacent Morgan Creek,
Carteret County
Proposed Project: to redesign a permitted (but not
constructed) commercial marina. (See Field
Investigation Report #8)
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by March 13, 1998. If you have any questions regarding the proposed
project, please contact Ted Tyndall at [phone]. When appropriate, in-depth
comments with supporting data is requested.
REPLY: Y_ 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
MOREHEAD CITY OFFICE
HESTRON PLAZA II 151-B HIGHWAY 24 MOREHEAD CITY NC 28557
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST-CONSUMER PAPER
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carolina Atlantic Seafood Enterprises (The Point Marina)
2. LOCATION OF PROJECT SITE: Carteret County, Radio Island between Beaufort and Morehead
City, off SR 1175, adjacent Morgan Creek
Photo Index - 1995: 42-526 (indexed by S,T-15,16) 1990: Taylor Creek (indexed by A,B,C-16,17)
State Plane Coordinates - X: 2,697,200 Y: 359,800
3. INVESTIGATION TYPE: CAMA/D&F
4.. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 12, 1997
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - January 22, 1998
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES
(C) Water Dependent: Yes
(D) Intended Use: Commercial Marina
(E) Wastewater Treatment: Existing - None
Planned - Onsite septic system
(F) Type of Structures: Existing - Derelict bulkhead, dock pilings
Planned - 43-slip marina, bulkhead, rip rap, drystack storage
(G) Estimated Annual Rate of Erosion: 4'
Source - Applicant
7. HABITAT DESCRIPTION: [AREA]
nV'P l('_Vn 1--TT T T'Tl ?mr.rr
- - - - - V 117i'il\
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands usurpation of
Public Trust/Estuarine Waters 20,700 fe 3,025 f6 47,650 fe

(C) Other disturbance
High Ground 129,000 ft2
(D) Total Area Disturbed: 197,625 frz
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to redesign a permitted but not constructed
commercial marina. The project involves reconfiguring the docks, expanding the number of slips to
44, modifying the bulkhead alignment, conducting excavation within the docking area and modifying
the upland development including reducing the drystack storage capacity to 128 boats.
Y
FIELD INVESTIGATION REPORT:
CAROLINA ATLANTIC SEAFOOD ENTERPRISES/CARTERET COUNTY
(POINT MARINA)
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
CAMA Major Permit #107-84 was issued to Mr. C. H. Piner, III on 6/6/84 and
authorized the development of a commercial marina complex at the "point" on Radio
Island, in Carteret County. Located adjacent Morgan Creek and Beaufort Channel, the
marina project included the construction of a drystack storage building, a ship's store, a
parking lot, a boat launching ramp, 976' of bulkhead and a primary dock with 36 boat
slips. The project has subsequently been renewed nine times. In September of 1997, the
project was transferred to Carolina Atlantic Seafood Enterprises. Currently, the permit
expires on December 31, 1999.
According to information in the file, back in the late 1960's, the entire 1000' of
shoreline on the 3-acre tract was bulkheaded. Subsequent failure of that bulkhead has
caused severe erosion to the high ground site, leaving a sandy shoreline. Currently,
only the derelict bulkhead and a row of dock pilings are the only development activities
evident on the site. Also in the file, it was stated that the project site was used in late
1983 as a spoil disposal site for the Morgan Creek channel project which was sponsored
by the Corps of Engineers. It does appear that the pilings driven in 1997 are within the
Corps setback along the Federally Authorized Channel and they have requested that the
pilings be removed from that setback area. The "as permitted" plat dated revised 5-14-
84 is attached to the current application.
Access to the site is through an easement agreement with the adjacent property
owner. Spot elevations on the tract indicate that the tract is between 6' and 12' in
elevation. Water depths along the project area.adjacent to Morgan Creek grade down to
the -6' contour line just outside the Corps Setback Line. On around the "point", the -6'
contour line is some 70' from the MHW. The waters are classified SC and are closed to
shellfishing.
Project Description
The applicant proposes to redesign the permitted marina complex. Specifically,
the applicant proposes to reconfigure the docks, relocate the boat launching ramp,
increase the number of wet slips from 36 to 44, change a section of permitted wooden
bulkhead to rock rip rap and extend the bulkhead waterward of the MHW at the
immediate "point", expand the area to be excavated, and completely modify the upland
development activities including changing the size and location of the drystack storage,
parking lots and clubhouse. The major elements of the project include the following:
FIELD INVESTIGATION REPORT:
CAROLINA ATLANTIC SEAFOOD ENTERPRISES/CARTERET COUNTY
(POINT MARINA)
PAGE #3
The docks - The latest proposal includes constructing twenty 18' X 40' slips adjacent to
Morgan Creek. A 6' wide wooden walkway would be located behind the bulkhead and
would run 385' along the shoreline. Eleven 3' X 24' finger piers would provide access
to the slips. The boat launching area would be relocated on around the extreme "point"
and would utilize two floating access docks. The 10' wide docks would form a 35' wide
"basin" area that would serve as the boat launching facility. The northern most access
dock associated with the boat launching facility would be 10' wide and would extend 90'
into the water with a 10' wide X 165' long "L" shaped platform extending to the north.
The southern most access dock would extend out 110' and would have a 10' wide X 55'
long "L" shaped platform at the waterward end. This dock would serve as the fuel dock
for the marina. It appears that the pilings for these structures would be on the Corps
Setback Line with the outer 5' of the floating "L" platforms encroaching into the Setback
area. Another dock would originate near the southern end of the property. This
structure measures 10' wide X 170' long and has a 10' X 290' "T"-shaped floating
platform. Sixteen 18' X 50' slips would be located on the outside of the platform and
nine 3' X 24' finger piers would provide access to the slips. Eight 18' X 40' slips would
be located on the inside of the platform and four 3' X 20' finger piers would provide the
access to those slips. Permanent live-aboards would not be permitted but transient live-
aboards would be permitted with a locked head policy.
The bulkhead - The existing permit authorizes the bulkheading of the shoreline along
the MHW. The current proposal deviates from that permit by cutting back into the high
ground along a 200' section along Morgan Creek, but also extending out into the water
along a 130' section at the extreme "point". Along this section of shoreline, the
bulkhead would average about 10' waterward of the MHW and would extend a
maximum distance of 17' to 18'. In addition to modifying the bulkhead alignment along
the 970' of shoreline as stated above, the southern most 380' of shoreline would be
stabilized by rock rip rap under the current proposal The proposed alignment would
place the toe of the rock approximately 5' waterward of the MHW.
Excavation - Excavation is proposed along Morgan Creek and around the "Point" down
to the boat launching "basin" area. Excavation would extend to the -6' contour line,
some- 60' to 70' waterward of the from the MHW. The total area below MHW to be
excavated measures approximately 570' X 36' or 20,700 ftZ. The average existing depth
is -2' and excavation is proposed to -6. Two areas behind the old deteriorated bulkhead
would also be excavated. The first area is located adjacent Morgan Creek and involves
approximately 1,250 fO and the other area is where the boat launching area would be
located and involves approximately 3,250 fe. The original boat launching facility
involved an area 100' X 50'. All proposed excavation would be accomplished with a
dragline and the spoils would be placed on the site and graded according to the plans.
FIELD INVESTIGATION REPORT:
CAROLINA ATLANTIC SEAFOOD ENTERPRISES/CARTERET COUNTY
(POINT MARINA)
PAGE #4
Highground development - The existing permit authorized a 30,000 fe drystack storage
that was capable of handling 250 boats inside and another 100 outside. The existing
permit also authorizes a 5,000 fe ship's store with .showers and toilets as well as the
associated septic area and a graveled parking lot. The current proposal includes a
25,000 fe 128-boat drystack storage facility and a 900 fe clubhouse. According to the
application, the entire high ground would be graded after the excavation was conducted
and the shoreline stabilization measures have been installed. It appears that there would
be 102 asphalt and/or turfstone parking spaces. Underground fuel tanks for the fuel
docks would be located near the southern property boundary. Based on information
from the applicant, appropriate stormwater plans have been submitted.
Anticipated Impacts
Installation of the docks and 44 wet slips would result in the usurpation of
approximately 47,650 fO of Public Trust Areas and Estuarine Waters. The proposed
excavation would disturb approximately 20,700 fe of sandy bottom habitat and would
remove approximately 3,600 yds3 of sandy substrate. Based on the dredging activities
within Morgan Creek during 1983, the proposed dredging should produce little or at
least no substantial impact on Morgan Creek, especially since there are no wetlands or
SAVs at the project site. Approximately 3,025 fe of fill material would be place below
MHW as a result of the installation of the bulkhead and rip rap.
The entire tract or 129,386 fO would be disturbed during construction. After
construction of the drystack storage, clubhouse, parking lots, and septic system
installation and underground fuel storage, the impervious area within the Estuarine
Shoreline AEC would be 17,343 ftz or 28.1 %. Essentially, the impervious areas within
the AEC are concentrated in the boat launching facility area and any water quality
concerns should be addressed in the stormwater plan. No sedimentation and erosion
control plan was submitted.
The docks are located outside but immediately adjacent to the Corps setback line
along Morgan Creek. It does appear that the last slip up Morgan Creek is within 15' of
the common riparian line. No waivers were submitted with the application package.
Likewise, the outside 5' of the floating docks associated with the boat launching area do
extend beyond the Corps setback line. Clarification from the Corps regarding floating
dock encroachment is needed. Containment booms in conjunction with petroleum
absorbent medium will be available at the launching apron in the event of a fuel spillage.
M. Ted Tyndall - Morehead City - February 20, 1998
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name CAROLINA ATLANTIC SEAFOOD ENTERPRISES,
INC.
Address 711 SHEPARD STREET
City MOREHEAD CITY StaieN C
Zip 28557 Day phone [phone]
Fax [phone]
b. Authorized Agent:
Name W. DOUGLAS BRADY
Address 711 SHEPARD STREET
City MOREHEAD CITY
State N C
Zip 28557 Day Phone [phone]
Fax [phone]
c. Project name (if any) THE POINT MARINA
NOTE: Pert will be issued in name of landowner(s), mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County
CARTERET
J,,° ,
J 11'4
b. City, town, community or landmark
RADIO ISLAND, BETWEEN BEAUFORT AND
MOREHEAD CITY
c. Street address or secondary road number
OFF SR 1175 AT MARINE DRIVE: THEN
OFF MARINE DRIVE A SPA PROPERTY
d. Is proposed work within city limits or planning
jurisdiction? - Yes _y No
CARTERET COUNTY
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) MORGAN CREEK
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.
MARINA, BULKHEAD, RIPRAP DOCK
DREDGING (GENFRAIIY All PFRMTTTFn
ACTTVTTTFS FOR LAMA PFRMTT 107-84
b. Is the proposed activity maintenance of an existing
project, new work, or both?
RENEWAL OF PERMIT 107-84
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 ppa?gges. THE PROJECT WILL BE USED
AS A RCIAL I N
WILL INVOLVE PILE DRIVING EQUIPMENT
DRAGI TNF FXCA iATTW_ Rill I DD7FRS, AND
OTHER GRADING EQUIPMENT _ A LUBA0uSF
BUILDING AND A DRYSTACK FACILITY-WILL
BE CONSTRUCTED, WHICH WILL INVOLVE THE
POURING OF CONCRETE AND OTHER BUILDING
ACTIVITIES.
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract +/- 3 ACRES
b. Size of individual lot(s)
SAME AS ABOVE
c. Approximate elevation of tract -above MHW or
N IL _EXISTING GRADE VARIES -1.5' TO 16'
FINISH GRADE WILL AVERAGE 10' ELEV.
d. Soil type(s) and texture(s) of tract
SAND
e. Vegetation on tract SEA OATS / GRASSES
f. Man-made features now on tract NONE
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation
Developed
X Rural
Transitional
Community
X Other
h. How is the tract zoned by local government?
B-2 MARINE BUSINESS DISTRICT
i. 19 the proposed project consistent with the applicable
zoning? X Yes No
(Awch Zoning compliance cemficate, if appU-ble)
j-
Has a professional archaeological
done for the tract? Yes
If yes, by whom?
k, U -the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property? .
Yes X No
1. Are there wetlands on the site? Yes X No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(Attach documentation, if avaUabk)
assessment been
X No

m. Describe existing wastewater treatment facilities.
NONE
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.)
WASHDOWN FROM BOATS WHILE BOATS ARE
IN SLIPS.
o. Describe existing drinking water supply source.
NONE
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 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 1I" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. 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

4
Form DCM-MP-1
k
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.
J fil', 4 2
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.
Name JOSEPH EUDY I certify that I am authorized to grant, and do in fact,
Address 2205 STALLINGS DR, KINSTON, NC 28501 grant permission to representatives of state and federal
Phone review agencies to enter on the aforementioned lands in
Name STATE OF NORTH CAROLINA- PORT AUTHORITYcoanection with evaluating information related to this
permit application and follow-up monitoring of the
Address project.
Phone
Name I further certify that the information provided in this
Address application is truthful to the best of my knowledge.
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA f1AJOR DEVELOPMENT PERMIT 107-84
.
This is the day of `f'``f , 19 O 9 C,
Print Name W. DOUGLAS BRADY
Signature - -
Z'7Z_::??
Landowner or Authorized Agent
• A check for $250 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 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.
Revised 03/95
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP{ Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.

wous THE POINT MARINA
a rc h i t e c t 923 ARENDELL STREET P 0- BOX 3648 MOREHEAD CITY N C 28557 [phone] DAI JANUARY 21 1998
.--TO MOREHEAD CITY H WY 70 TO BEAUFORT_?

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Area= 61,660 sq ft \ v?T9,9 ?9ti C
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SITE AREA 129,386 SO FT F
SITE COVERAGE WITH
IMPERVIOUS MATERIALS 20 SLI
70,621 SO FT - 54% 18
DRAIN FIELD 2
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Area= 2,443 sq ft 26
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w 128 BOATS
U
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UNDER GROUND 21
STORMWATER STOR
AREA 3,664 sq ft
VOLUME 7,328 cu ft
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Area= 6,896 sq ft
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MASTER PLAN
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TH POINT MARINA
atc h i t e c t 923 ARENDELL STREET P 0 BOX 3648 MO AD CITY N C 28557 [phone] DAIS JANUARY 21 1998
Form DCM-MP-2
EXCAVATION
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.
Average final
Existing Project
Unttth Width DeDth Denth
Access
channel
(MLW) or (NWL)
Canal
Boat (1)
basin (2)
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
N/A N/A
N/A N/A
360 40 -2 -6
210 30 - 2 -6
N/A N/A N/A N/A

N/A N/A '"ti:>

N/A N/A

A N 21 12
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards VOM c y
3,066
b. Type of material to be excavated SAND
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 555 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area HIGH GROUND
ON SITE
b. Dimensions of disposal area
ENTIRE SITE
c. D Xyou claim title to disposal area?
Yes No
If no, at ch a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
Revised 03/95
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 3 No
3. SHORELINE STABILIZATION
a.
b.
Type of shoreline stabilization
X Bulkhead X Riprap
Length 590 LF bul head 380 LF riprap
c. Average distance waterward of MHW or NWL
BULKHD 0 RIPRAP 5 ft
d. Maximum distance waterward of MHW or NWL
BULKHD 0 RIPRAP 5-10 ft
?' .
In,J :i
If yes,
(1) Amount of material -to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X 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
e. Shoreline erosion during preceding 12 months and erosion controlled? CONSTRUCTION OF BULKHD
4 ft RIPRAP PERIMETER,wiTH FILTER BLANKET-
(Source ofinfonwdon) PHYSICAL SURVEY FABRIC AND OVERFLOW RTSFR PRTnR TO
PLACEMENT OF BACKFILL
f. Type of bulkhead or riprap material
BULKHD PRECAST CONCRETE: RIPRAP GRANITE
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap _141 CY
(2) Bulkhead backfill -0-
h. Type of fill material GRANITE : SAND
i. Source of fill material GRANITE OFF-SITE
SAND ON-SITE
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to. site?
Yes X No
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
DRAGI TNF
c. Will wetlands be crssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Revised 03/95
THE POINT.MARINA-
ELOW WATE
3,066 CY

1
UNDER GROUND
STORMWATER S1
AREA 3,664 sq ft
VOLUME 7,328 cu ft
LEGEND
11 FINISH GRADE
CONTOUR LINE
12 EXISTING SPOT ELEVATION
EXISTING SOUNDINGS
6 CONTOUR LINE
BUILDING A
DRYSTACK
10 14 ::':'.'"." ..
FIN FLR 110'
.. .
12 :' •xs:::-:-:::1:q
0 12
23 :.:r ......
1
EXCAVATION
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EXISTING SOI/NDINGS
ON UPLAND /
EXISTING SPOT/RANGE
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cod s
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BULKHEAD 4f
TO BE RNOVED
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' Te NEW BULK
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POINT MARINA
7091 DATE JANUARY 21 1998
Form DCM-MP-3
UPLAND
DEVELOPMENT
ri i. _
Jr1 i
(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 ONE 9(30 SQ FT C? UBHOUSE
AND ONE 25,000 SQ FT DRY STAUK HILUING
b. Number of lots or parcels ONE
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
129,000 SQ FT
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes No
If yes, date submitted IN PROCESS
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
CONCRETE,. ASPHALT, TUR-STONE
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 IN PROCESS
i. Describe proposed method f sewage disposal.
ON-SITE SEPTIC TANKS) WITH
DRAINFIELD
j. Have the facilities described in Item i. above
received state or local approval? IN PROCESS
(Attach appropriate documentation)
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).
BOAT WASHDOWN WHILE BOAT IS IN WATER
1. , Describe proposed drinking water supply source
(e.AELL well, community, public system, etc.)
m. Will water be impounded? X Yes No
If yes, how many acres?
PER STORM WATER PERMIT
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
THE POINT MARINA
g. 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 and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used- for
vehicular driveways or -parking. _ 30%
Revised 03/95
AEC 75'
Area= 61,660 sq ft :::
• ??
SITE AREA 12x.386 SO :::' :.: ::::::::.. .
SITE COVERAGE MATH
IMPERVIOUS MATERIALS 20 E
70,621 SO FT - 54% 1!
DRAIN FIELD 2 `
Area= 2,443 sq ft 2
REPAIR AREA
IMPERVIOUS AREA
IN AEC = 17,343 sq ft
= 28.1% COVERAGE
IMPERVIOUS AREA FOR
CLUBHOUSE = 900 sq ft
= 1.8% COVERAGE
TOTAL IMPERVIOUS AREA
IN AEC= 30.0%
DRAIN FIELD 1
Area= 6,896 sq ft
OUILUIIVI7 H
DRYSTACK
28
1 BOATS
13
21//
19
23 -
IMPERVIOUS AREAS
b 0 1N ft
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a rc h i t e c t 923 ARENDELL STREET P O BOX 3648
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DATE JANUARY 21 1998
STORMWATER -
lap,
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SITE COVERAGE WITH
IMPERVIOUS MATERIALS
DRAIN FIELD
Area= 2,443 sq ft
REPAIR AREA
UNDER GROUND.
STORMWATER ST
AREA 3,664 sq ft
VOLUME 7,328 cu ft
DRAIN FIELD 1
? 0 118LIPS
0
/,x
FUEL DOCK
rumr %.lmmmDr-R 1
1,500 GAL TANK
6' X 10'-6" ? DEkP
POINT MARINA
7091 DAIS JANUARY 21 1998
METAL PANELS
DOOR
END ELEVATION
METAL PANELS D.S.
SIDE ELEVATION
0
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in
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PETROLEUM CONTAINMENT
RECEIVER
THE POINT MARINA
w1jus -
architect 923 ARENDEL.L STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DATE JANUARY 15 1998
PLAN
DRY STACK BUILDING
"VGQ
SHIPS STORE 1st FLOOR
CLUB ROOM 2nd FLOOR
PORCH
CLUB HOUSE PLAN
® THE POINT MARINA
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architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DAZE JANUARY 15 1998
Form DCA442 4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a- Dock(s) and/or Pier(s)
(1) X Commercial -Community _ Private
(2) Number 3
(3) Length 90, 110, and 170 LF
(4) Width 10 FT
(5) Finger Piers X Yes No
(i) Number 28
(ii) Length 20-2 FT
(iii) Width 3 FT
(6) Platform(s) X Yes No
(i) Number 3
(ii) Length 165, 55., and 290 LF
(iii) Width 10 FT
(7) Number of slips proposed 44
(8) Proximity of structure to adjacent riparian
.property lines 0-50 FT
(9) Width of water body 250 MIN: 1, MAX
(10) ,Water depth at waterward end of pier at
.I41LW or NWL 6 FT
b. Boathouse (including covered lifts)
(1) N/A Commercial N/A Private
(2) Length
(3) Width
c. Groin (e.g. wood., sheetpile, etc.)
(1) Number -0-
(2) Length(s)
d. Breakwater (e.g- wood, sheetpile, etc.)
(1) Length *100 FT
(2) Average distance from MHW, NWL or
wetlands 100 FT
(3) Maximum distance beyond MHW, NWL or
wetlands 200 FT

Mooring buoys N/A
(1) Commercial -Community _ private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(I) X Commercial -Community _ Private
(2) Number 86 TIE-OFF PILES FOR SLIPS
(3) Length
(4) Width
g. Other (Give complete description)
THE POINT-MARINA.
Applicant or j t e
Signature.
Date
Revised 03195
FINISH GRADE
Lj--C 2 #1 STEEL TIE-BACK
RODS IN 12' SQ CONCRE
CONCRETE ENCASEMENT 15'-0" O.C.
DEADMAN
DREDGE PROFILE
FT
0 5 10
0
I
d-
MHW
2.2' E
s
0-
ca
I MLW
-2.2
0
i
M BOT
0
I
co
PT WD WALK
.-TOP OF NEW BULKHEAD ELEV 6.0 FT MSL
5
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-M"=
----

-4
-
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4 -2
-
1
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- - 0
=ZY - E%tS'RNG BO
OW
--- 2
- -3
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- -5

EXCAV TED MATERIAL
-CONCRETE BU ?KHEAD I 6 k CHANNEL DEP k
,TIP ELEVATION -16 FT Aj ND NEW SUPS
1 10 20 30 40 50
8" 0 PT PILING
10 ft O.C.
2 X 6 PT WD DECK
SPACE 1/2-
2 X 8 JOISTS 24" O.C. MAX
(2 3/4" . GALV
THRU BOLTS EACH
MEMBER
2 X 10 EACH SIDE
--- -- OF PILING
-- SOLID BLOCK SPACER
AT CROSSING
--2 X 10 DIAG BRACING
CO ft O.C.
--- -- - THRU BOLT TO EACH
PILE WITH 3/4" BOLT
lop-o$) l
FIXED DOCK SECTION
FT
0 5 o0
-2r MLW _
2r MHW 121 L
MHW
FINISH GRADE
RIPRAP CROSS SECTION GRANITE RIPRAP
FT
® Q 5 THE POINT MARINA
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architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DATE JANUARY 21 1998
2X6 PT WD WALK
FINISH GRADE
,-.TOP OF NEW BULKHEAD ELEV 6.0 FT MSL
EXISTING BOTTOM
-CONCRETE BULKHEAD
TIP ELEVATION -16 FT
BULKHEAD PROFILE
T.O.W.
I---?--c??
2' X 3' CONCRETE
2 #1 STEEL TIE-BACK
RODS IN 12" SQ CONCRETE
ENCASEMENT 15'-0" O.C.
r, 0•-0-
MSL
CAP and TIEBACK
BULKHEAD CONSTRUCTION
FT
0 5
1.
N
6FT CHANNEL DEPTH
AND NEW SUPS

1/2- CLR
MIN COVER I1-
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SHEET PILE M
SH EETPI LE SECTION
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architect 923 ARENDEL STREET P 0 BOX 3648 MOREHEAD CITY N C-28567 [phone] DATE JANUARY 21 1998
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PLAN
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RAMP AT FIXED DOCK
FLOATING PIER
CONCRETE DECK
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FLOATING FINGER PIER
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umm THE POINT MARINA
architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DATE JANUARY 21 1998
LLL VA i i UIN
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r Fora, DCM-MP-6
MARINA
DEVELOPMENT
Jni`,; 2' 7 it
(Required for the mooring of more than 10 vessels)
Attach this form o 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 Residential
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?
N/A
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 44
X Dry storage
Number of boats 128
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
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). MOTOR BOATS, 20-50 FT
g. Typical boat length 40 FT
h. Maximum boat length 55 FT
L Are any floating structures planned?. YES
If so, describe -DOCKS AND FINGER PIERS
2. MARINA OPERATIONS
Check each of the following sanitary: facilities that
will be included in the proposed project.
X Office toilets
?- Toilets for patrons
Number 2
Location BUILDINGS A & B
X Showers
X Boat holding tank pumpout
Type and location BUILDING-B
APPROVED PUMP OUT STATION
b. Describe treatment type and disposal location for all
sanitary wastewater. ON-SITE SEPTIC TANK
DRAIN FIELD FOR DOMESTIC SEWAGE. PUMP
OUT STATION FOR BOAT SEWAGE.
c. Describe the disposal of solid waste, fish offal and
trash disposal. WASTE INDUSTRIES PICK-UP
OFF-SITE DISPOSAL
d. How will overboard discharge of sewage from boats
be controlled? PUMP OUT STATION
-e. Give the location and-number of "No Sewage
Discharge" signs proposed. -AS REQU IRED
Revised 695
Form DCM-MP-6
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and Petroleum roducts.
PAINT AND SANDBLASTING NOT PERMITTED;
PETROLEUM PRODUCTS COLLECTED IN APPROVED
CONTAINERS AND DISPOSED'OF AWAY FROM THE
SITE
g. Where will residue from vessel maintenance be
disposed of? OFF-SITE
h. Give the number of channel markers and "No .
Wake" signs proposed. AS REQUIRED
i. Give the location of fuel-handling facilities, -and
describe the safety measures planned to protect area
water qualittyy. FUEL DOCK AND ON HARD PAN
AT LAUNCHING APRON
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts. OPEN WATER
k. What will be the marina policy on overnight and
live-board dockage? LIVE-ABOARD NOT PERMITTED;
TRANSIENT LIVE-ABOARD PERMITTED WITH
LOCKED HEAD POLICY
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?
THIS IS AN EXPANSION OF A CURRENTLY
PERMITTED MARINA
n. How many slips are now available? 36
?x
o. :Js the marina proposed within a primary or
secondary nursery area? Yes X No
p. Is the marina proposed within an area open to
shellfish harvesting? Yes X No
q. Give the location and number "of "1?umpout
Available" signs proposed. AS REQUIRED
THE POINT MARINA
Applicant or
Signature
i FUEL STORAGE IN UNDERGROUND STORAGE TANKS
IN COMPLIANCE WITH CURRENT REGULATIONS.
FUEL PUMP AT HARD TOP IS WITHIN PETROLEUM
CAPTURE AREA FOR LAUNCHING APRON;
100 LF OF CONTAINMENT BOOMS IN CONJUNCTION
WITH PETROLEUM ABSORBENT-MEDIUM WILL BE
ACCESSIBLE AT THE LAUNCHING APRON.
Revised 03195
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 11, 1998
Regulatory Division
Action ID No. 199800287
Mr. John Dorney
Division of Water Quality
North Carolina Department of u
Environment and Natural Resources
4401 Reedy Creek Road ?f
Raleigh; North Carolina 27611-7687
1 9 J
i tl
Dear Mr. Dorney:
Please reference the application of Carolina Atlantic Seafood
Enterprises Inc., for Department of the Army authorization and a_State Water
Quality Certification to construct a commercial marina shown in the=-plans
including bulkheads with fill along the shoreline, walkways, piers, docks,
boat ramp and excavation of sandy material adjacent to the Federally
maintained channel in Morgan's Creek, on Radio Island, Beaufort, Carteret
County, North Carolina. Your receipt of this letter verifies your acceptance
of a valid request for certification in accordance with Section 325.2(b)(ii)
of our administrative regulations.
We are considering authorizing the proposed activity pursuant to Section
404 of the Clean Water Act, and we have determined that a water quality
certification is required under the provisions of Section 401 of the same law.
A Department of the Army permit will not be granted until the certification
has been obtained or waived.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by May 11, 1998, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned available at
telephone [phone].
Sincerely,
A
ffrey H. Richter
Project Manager
Wilmington Field Office
Copy Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
s
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Carolina Atlantic Seafood Enterprises (The Point Marina)
2. LOCATION OF PROJECT SITE: Carteret County, Radio Island between Beaufort and Morehead
City, off SR 1175, adjacent Morgan Creek
Photo Index - 1995: 42-526 (indexed by S,T-15,16) 1990: Taylor Creek (indexed by A,B,C-16,17)
State Plane Coordinates - X: 2,697,200 Y: 359,800
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - November 12, 1997
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - January 22, 1998 1
Office - Morehead City
6. SITE DESCRIPTION: i
(A) Local Land Use Plan - Carteret County }
Land Classification From LUP - Conservation
(B) AEC(s) Involved: PT, EW, ES s?;rR^b _, _?
(C) Water Dependent: Yes"
(D) Intended Use: Commercial Marina
(E) Wastewater Treatment: Existing - None
Planned - Onsite septic system
(F) Type of Structures: Existing - Derelict bulkhead, dock pilings
Planned - 43-slip marina, bulkhead, rip rap, drystack storage
(G) Estimated Annual Rate of Erosion: 4'
Source - Applicant
7. HABITAT DESCRIPTION:
[AREA]
nRFnCTF.D FILLED OTHER
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands usurpation of
Public Trust/Estuarine Waters 20,700 fe 3,025 fe 47,650 fe
(C) Other disturbance
J
High Ground 129,000 ft2
1
(D) Total Area Disturbed: 197,625 fe
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to redesign a permitted but not constructed
commercial marina. The project involves reconfiguring the docks, expanding the number of slips to
44, modifying the bulkhead alignment, conducting excavation within the docking area and modifying
the upland development including reducing the drystack storage capacity to 128 boats.
r
FIELD INVESTIGATION REPORT:
CAROLINA ATLANTIC SEAFOOD ENTERPRISES/CARTERET COUNTY
(POINT MARINA)
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
CAMA Major Permit #107-84 was issued to Mr. C. H. Piner, III on 6/6/84 and
authorized the development of a commercial marina complex at the "point" on Radio
Island, in Carteret County. Located adjacent Morgan Creek and Beaufort Channel, the
marina project included the construction of a drystack storage building, a ship's store, a
parking lot, a boat launching ramp, 976' of bulkhead and a primary dock with 36 boat
slips. The project has subsequently been renewed nine times. In September of 1997, the
project was transferred to Carolina Atlantic Seafood Enterprises. Currently, the permit
expires on December 31, 1999.
According to information in the file, back in the late 1960's, the entire 1000' of
shoreline on the 3-acre tract was bulkheaded. Subsequent failure of that bulkhead has
caused severe erosion to the high ground site, leaving a sandy shoreline. Currently,
only the derelict bulkhead and a row of dock pilings are the only development activities
evident on the site. Also in the file, it was stated that the project site was used in late
1983 as a spoil disposal site for the Morgan Creek channel project which was sponsored
by the Corps of Engineers. It does appear that the pilings driven in 1997 are within the
Corps setback along the Federally Authorized Channel and they have requested that the
pilings be removed from that setback area. The "as permitted" plat dated revised 5-14-
84 is attached to the current application.
Access to the site is through an easement agreement with the adjacent property
owner. Spot elevations on the tract indicate that the tract is between 6' and 12' in
elevation. Water depths along the project area adjacent to Morgan Creek grade down to
the -6' contour line just outside the Corps Setback Line. On around the "point", the -6'
contour line is some 70' from the MHW. The waters are classified SC and are closed to
shellfishing.
Project Description
The applicant proposes to redesign the permitted marina complex. Specifically,
the applicant proposes to reconfigure the docks, relocate the boat launching ramp,
increase the number of wet slips from 36 to 44, change a section of permitted wooden
bulkhead to rock rip rap and extend the bulkhead waterward of the MHW at the
immediate "point", expand the area to be excavated, and completely modify the upland
development activities including changing the size and location of the drystack storage,
parking lots and clubhouse. The major elements of the project include the following:
FIELD INVESTIGATION REPORT:
CAROLINA ATLANTIC SEAFOOD ENTERPRISES/CARTERET COUNTY
(POINT MARINA)
PAGE #3
The docks - The latest proposal includes constructing twenty 18' X 40' slips adjacent to
Morgan Creek. A 6' wide wooden walkway would be located behind the bulkhead and
would run 385' along the shoreline. Eleven 3' X 24' finger piers would provide access
to the slips. The boat launching area would be relocated on around the extreme "point"
and would utilize two floating access docks. The 10' wide docks would form a 35' wide
"basin" area that would serve as the boat launching facility. The northern most access
dock associated with the boat launching facility would be 10' wide and would extend 90'
into the water with a 10' wide X 165' long "L" shaped platform extending to the north.
The southern most access dock would extend out 110' and would have a 10' wide X 55'
long "L" shaped platform at the waterward end. This dock would serve as the fuel dock
for the marina. It appears that the pilings for these structures would be on the Corps
Setback Line with the outer 5' of the floating "L" platforms encroaching into the Setback
area. Another dock would originate near the southern end of the property. This
structure measures 10' wide X 170' long and has a 10' X 290' "T"-shaped floating
platform. Sixteen 18' X 50' slips would be located on the outside of the platform and
nine 3' X 24' finger piers would provide access to the slips. Eight 18' X 40' slips would
be located on the inside of the platform and four 3' X 20' finger piers would provide the
access to those slips. Permanent live-aboards would not be permitted but transient live-
aboards would be permitted with a locked head policy.
The bulkhead - The existing permit authorizes the bulkheading of the shoreline along
the MHW. The current proposal deviates from that permit by cutting back into the high
ground along a 200' section along Morgan Creek, but also extending out into the water
along a 130' section at the extreme "point". Along this section of shoreline, the
bulkhead would average about 10' waterward of the MHW and would extend a
maximum distance of 17' to 18'. In addition to modifying the bulkhead alignment along
the 970' of shoreline as stated above, the southern most 380' of shoreline would be
stabilized by rock rip rap under the current proposal The proposed alignment would
place the toe of the rock approximately 5' waterward of the MHW.
Excavation - Excavation is proposed along Morgan Creek and around the "Point" down
to the boat launching "basin" area. Excavation would extend to the -6' contour line,
some 60' to 70' waterward of the from the MHW. The total area below MHW to be
excavated measures approximately 570' X 36' or 20,700 fe. The average existing depth
is -2' and excavation is proposed to -6'. Two areas behind the old deteriorated bulkhead
would also be excavated. The first area is located adjacent Morgan Creek and involves
approximately 1,250 f' and the other area is where the boat launching area would be
located and involves approximately 3,250 fe. The original boat launching facility
involved an area 100' X 50'. All proposed excavation would be accomplished with a
dragline and the spoils would be placed on the site and graded according to the plans.
FIELD INVESTIGATION REPORT:
CAROLINA ATLANTIC SEAFOOD ENTERPRISES/CARTERET COUNTY
(POINT MARINA)
PAGE #4
Highground development - The existing permit authorized a 30,000 ft2 drystack storage
that was capable of handling 250 boats inside and another 100 outside. The existing
permit also authorizes a 5,000 ft2 ship's store with showers and toilets as well as the
associated septic area and a graveled parking lot. The current proposal includes a
25,000 fe 128-boat drystack storage facility and a 900 ft2 clubhouse. According to the
application, the entire high ground would be graded after the excavation was conducted
and the shoreline stabilization measures have been installed. It appears that there would
be 102 asphalt and/or turfstone parking spaces. Underground fuel tanks for the fuel
docks would be located near the southern property boundary. Based on information
from the applicant, appropriate stormwater plans have been submitted.
Anticipated Impacts
Installation of the docks and 44 wet slips would result in the usurpation of
approximately 47,650 ft2 of Public Trust Areas and Estuarine Waters. The proposed
excavation would disturb approximately 20,700 fe of sandy bottom habitat and would
remove approximately 3,600 y& of sandy substrate. Based on the dredging activities
within Morgan Creek during 1983, the proposed dredging should produce little or at
least no substantial impact on Morgan Creek, especially since there are no wetlands or
SAVs at the project site. Approximately 3,025 ft2 of fill material would be place below
MHW as a result of the installatiorr of the bulkhead and rip rap.
The entire tract or 129,386 ft2 would be disturbed during construction. After
construction of the drystack storage, clubhouse, parking lots, and septic system
installation and underground fuel storage, the impervious area within the Estuarine
Shoreline AEC would be 17,343 ft2 or 28.1 %. Essentially, the impervious areas within
the AEC are concentrated in the boat launching facility area and any water quality
concerns should be addressed in the stormwater plan. No sedimentation and erosion
control plan was submitted.
The docks are located outside but immediately adjacent to the Corps setback line
along Morgan Creek. It does appear that the last slip up Morgan Creek is within 15' of
the common riparian line. No waivers were submitted with the application package.
Likewise, the outside 5' of the floating docks associated with the boat launching area do
extend beyond the Corps setback line. Clarification from the Corps regarding floating
dock encroachment is needed. Containment booms in conjunction with petroleum
absorbent medium will be available at the launching apron in the event of a fuel spillage.
M. Ted Tyndall - Morehead City - February 20, 1998
1. APPLICANT
a. Landowner:
b.
C.
City, town, community or landmark
RADIO ISLAND, BETWEEN BEAUFORT AND
MOREHEAD CITY
Street address or secondary road number -
OFF SR 1175 AT MARINE DRIVE: THEN
OFF MARINE DRIVE A SPA PROPERTY
Is proposed work within city limits or planning
jurisdiction? Yes_ No
CARTERET COUNTY
Name of body of water nearest project (e.g. river,
creek, sound, bay) MORGAN CRFFK
Name CAROLINA ATLANTIC SEAFOOD ENTERPRISES, d
INC.
Address 711 SHEPARD STREET
e.
City MOREHEAD CITY
Zip 28557 Da, Phone
Fax [phone]
b. Authorized Agent:
State N C
[phone]
Name W. DOUGLAS BRADY
Address 711 SHEPARD STREET
City MOREHEAD CITY
State N C
Zip 28557 Day Phone [phone]
Fax
[phone]
c. Project name (if any) THE POINT MARINA
NOTE: Perndt will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County CARTERET
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.
MARINA, BULKHEAD, RIPRAP. DOCKS,
DRFDGTNG (GFNERAI1Y All PERMITTED
ACTTVTTTFS FOR CAMA PFRMTT 107-84
b. Is the proposed activity maintenance of an existing
project, new work, or both?
RENEWAL OF PERMIT 107-84
c. 'Will th e project be for public, private or commercial
use? COMMERC TAL
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 ?MM?ER THE PROJECT WILL BE USED
WILL INVOLVE PILE DRIVING EQUIPMENT.
DRAGI TNF FXCAVATTON, RIII I DO7FRS, ANTI
OTHER GRADING EQUIPMENT. A CLUBHOUSE
BUILDING AND A DRYSTACK FACILITY WILL
BE CONSTRUCTED, WHICH WILL INVOLVE THE
POURING OF CONCRETE AND OTHER BUILDING
ACTIVITIES.
Revised 03/95
Form DCM-MP-1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER NONE
CHARACTERISTICS
a. Size of entire tract +/- 3 ACRES n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) SAME AS ABOVE. wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
c. Approximate elevation of tract above MHW or WASHDOWN FROM BOATS WHILE BOATS ARE
NWL EXISTING GRADE VARIES -1.5' TO 16' IN SLIPS.
FINISH GRADE WILL AVERAGE 10' ELEV. -
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
SAND NONE
e. Vegetation on tract SEA OATS / GRASSES
f. Man-made features now on tract NONE
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (Consult the local land use plan.)
following items must be submitted:

_ Conservation Transitional
? A copy of the deed (with state application only) or
Developed Community
X Rural X other other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
B-2 MARINE BUSINESS DISTRICT forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
(Attach zoning compliance certificate, :f opplicable)
• 'An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2' by 11" white paper. (Refer to
done for the tract? Yes X No Coastal Resources Commission Rule 7J.0203 for a
If yes, by whom? detailed description.)
k. It -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? Yes X No Engineers regarding that agency's use of larger
Coastal (marsh) Other drawings.) A site or location map is a part of plat
If yes, has a delineation been conducted? requirements and it must be sufficiently detailed to
(Attach documentation, if available) guide agency personnel unfamiliar with the area to the
Revised 03/95
L
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
Address
Phone
Name
Address
Phone
Name
Address
Phone
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. Tae 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.
JOSEPH EUDY I certify that I am authorized to grant, and do in fact,
2205 STALLINGS DR, KINSTON, NC 28501 grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
STATE OF NORTH CAROLINA- PORT AUTHORITY connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
• A list of previous state or federal permits issued for
wor? on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA PIAJOR DEVELOPMENT PERMIT 107-84

I further certify that the information provided in this
application is truthful to-the best of my knowledge.
• A check for $250 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 Act (N.C.G.S. 113A - 1 to
10) ? f 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.
This is the z? day of
Print Name W. DOUGLAS BRADY
Signature
`7
Lmidowntr or Authorized Agent
Please indicate attachments pertaining to your proposed
project-
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5
DCM MP
6 Bridges and Culverts
e
- Marina Dev
lopment
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95
Form DCM-MP-2
EXCAVATION
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 1. EXCAVATION
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.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat (1)
basin (2)
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
N/A N/A
N/A N/A
360 40 -2 -6
210 30 - 2 -6
N/A N/A N/A N/A

N/A N/A

[
?4?
•i
Y
;fS
N/A N/A
.
?
?
?? ?
\
fi
S% ?? PICT
:?:^?;;<i?!tJ • •: r;: '• Jx?so: ?:::4.?=obi

a. Amount of material to be excavated from below
MHW or NWL in cubic yards cy
x066
b. Type of material to be excavated SAND
c. Does &.a area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards '555 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area HIGH GROUND
ON SITE
b. Dimensions of disposal area
ENTIRE SITE
c. D Xyou claim title to disposal area?
Yes No
If no, at: Lch a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
Revised 03/95
i
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
X Bulkhead X Riprap
b. Length 590 LF bul head 380 LF riprap
c. Average distance waterward of MHW or NWL
BULKHD 0 RIPRAP 5 ft -`
d. Maximum distance waterward of MHW or NWL
BULKHD 0 RIPRAP 5-10 ft
e. Shoreline erosion during preceding 12 months
4 f
(Source ofinfo,wtion) PHYSICAL SURVEY
f. Type of bulkhead or rprap material
BULKHD PRECAST CONCRETE: RIPRAP GRANITE
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 141 CY
(2) Bulkhead backfill -0-
h. Type of fill material
GRANITE:SAND
i. Source of fill material GRANITE OFF-SITE
SAND ON-SITE
- 4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
JAN 2 2 199
If yes,
(1) Amount of material--to -be placed'-in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X 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? CONSTRUCTION OF BULKHD
RIPRAP PERIMETER,W
FARRTC AND OVFRFi nun USER PRTOR TO
PLACEMENT OF BACKFILL
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
DRAM TNF
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Revised 03/95
THE POINT-MARINA-
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildin s, facilities units or
structures proposed ONE 9?0 SQ FT CLUBHOUSE
AND ONE 25,000 SQ FT DRY ?iIACK BUIL
b. Number of lots or parcels ONE
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc.
129,000 SQ FT
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes No
If yes, date submitted IN PROCESS
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
CONCRETE, ASPHALT, TUR-STONE
g. 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 and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 30%
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 IN PROCESS
i. Describe proposed method of sewage disposal.
ON-SITE SEPTIC TANK(S) WITH
DRAINFIELD
j. Have the facilities described in Item i. above
received state or local approval? IN PROCESS
(Attach appropriate documentation)
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).
BOAT WASHDOWN WHILE BOAT IS IN WATER
Describe proposed drinking water supply source
(et well, community, public system, etc.)
m. Will water be impounded? X Yes No
If yes, how many acres?
PER STORM WATER PERMIT
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Revised 03/95
THE POINT MARINA
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) X Commercial -Community Private
(2) ` Number 3
(3) Length 90, 110-, and 170 LF
(4) , Width 10 FT
(5) _ Finger Piers X Yes No
(i) Number 28
? (ii) Length 20-2 FT
(iii) Width 3 FT
(6) Platform(s) X Yes No
(i) Number 3
(ii) Length 165, 55., and 290 LF
(iii) Width 10 FT
(7) 'Number of slips proposed 44
(8) :.Proximity of structure to adjacent riparian
;property lines 0-50 FT
(9) -Width of water body 250 MIN: 1,00T77 MAX
(10) ;Water depth at water-ward end of pier at
'bILW or NWL 6 FT
b. Boathouse (including covered lifts)
(1) N-- /A Commercial NSA Private
(2) Length
(3) Width
C. Groin (e.0
g. wood, sheetpile, etc.)
(1) Number -0-
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length 100- FT .
(2) Average distance from MHW, NWL or
wetlands 100 FT
(3) Maximum distance beyond MHW, NWL or
wetlands 200 FT
e. Mooring buoys N/A
(1) _- Commercial- _Community _ Private
(2) - Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) X Commercial Community _ Private
(2) Number 86 TIE-OFF PILES FOR SLIPS
(3) Length
(4) Width
g. Other (Give complete description)
THE POINT MARINA
Applicant or Vis-ou-ect Name
Signature
/ S'
Date
Revised 03/95
Form DCM-MP-6
MARINA
DEVELOPMENT
JAN 2 2 19c,'3
(Required for the mooring of more than 10 vessels)
Attach this form o 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 Residential
b. Will the marina be open to the general public?
-X- Yes No
g. Typical boat length 40 FT
h. Maximum boat length
55 FT
i. Are any floating structures planned? YES
If so, describe -DOCKS AND FINGER PIERS
2. MARINA OPERATIONS
C. If there is residential development associated with
the marina, how many units or lots are planned and
how many are currently developed?
N/A
d. Check all of the types of services to be provided.
Full service, including travel lift and/or rail
X._ Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 44
_..X Dry storage
Number of boats 128
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
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), MOTOR BOATS, 20-50 FT
a. Check each of the following sanitary: facilities that
will be included in the proposed project.
X Office toilets
?- Toilets for patrons
Number 2
Location BUILDINGS A & B
X Showers
X Boat holding tank pumpout
Type and location BUILDING B
-APPROVED PUMP UT STATION
b. Describe treatment type and disposal location for all
sanitary wastewater. ON-SITE SEPTIC TANK 7
DRAIN FIELD FOR DOMESTIC SEWAGE. PUMP
OUT STATION FOR BOAT SEWAGE.
c. Describe the disposal of solid waste fish offal and
trash disposal. WASTE INDUSTRIES PICK-UP
OFF-SITE DISPOSAL
d. How will overboard discharge of sewage from boats
be controlled? PUMP OUT STATION
e. Give the location and number of "No Sewage
Discharge" signs proposed. AS REQUIRED
Revised 03195
Form DCM-MP-b JAN 2 2 1
i
f. Describe the special design, if applicable, for o. Is the marina proposed within a primary or
containing industrial type pollutants, such as paint, secondary nursery area? Yes X No
sandblasting waste and etroleum products.
NOT PERMITTED
ANDBLASTIN
PAINT AND S
G
; p. Is the marina proposed within an aref open to
PETROLEUM PRODUCTS COLLECTED IN APPROVED shellfish harvesting? Yes No
CONTAINERS AND DISPOSED`OF AWAY FROM THE
SITE q. Give the location and number 'of "Pumpout
Available" signs proposed. AS REQUIRED
g. Where will residue from vessel maintenance be
disposed of? OFF-SITE
THE POINT MARINA
Applicant or
h. Give the number of channel markers and "No . signature
Wake" signs proposed. AS REQUIRED
i. Give the location of fuel-handling facilities, 'and Date
describe the safety measures planned to protect area
water quality. FUEL DOCK AND ON HARD PAN FUEL STORAGE IN UNDERGROUND STORAGE TANKS
AT LAUNCH G APRON
IN COMPLIANCE WITH CURRENT REGULATIONS.
FUEL PUMP AT HARD TOP IS WITHIN PETROLEUM
CAPTURE AREA FOR LAUNCHING APRON;
j. Describe design measures that promote boat basin 100 LF OF CONTAINMENT BOOMS IN CONJUNCTION
-
-
flushing or circulation and that reduce water quality WITH PETROLEUM ABSORBENT
.
MEDIUM WILL BE

OPEN WATER
impacts.
ACCESSIBLE AT THE LAUNCHING APRON.
k. What will be the marina policy on overnight and
live-board dockage? LIVE-ABOARD NOT PERMITTED;
TRANSIENT LIVE-ABOARD PERMITTED WITH
LOCKED HEAD POLICY
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?
THIS IS AN EXPANSION OF A CURRENTLY
PERMITTED MARINA
n. How many slips are now available? 36
Revised 03195
.
ONEM ME-
THE POINT MARINA
architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DAIS JAM MY 21 1998
PTO MOREHEAD CITY HWY 70 TO BEAUFORT_?
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Area= 61,660 sq ft q
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l F
SITE AREA 129.386 SO FT ' ?ctiq
SITE M ERVI US MATERIALS \ \ 20 SLIPS
70.621 so Fr = 54z 18 X 40 190
p4f
DRAIN FIELD 2
Area= 2,443 eq ft 2g .:...:
REPAIR AREA
}
0
W
-? BUILDING A
..... ...... ...
a DRYSTACK
w 128 BOATS
U 13
UNDER GROUND 21
STORMWATER STOR
AREA 3,664 sq ft
VOLUME 7,328 cu ft
DRAIN FIELD 1
Area= 6,896 sq ft
UNDERGROUND BUILDING B
FUEL STORAGE CLUBHOUSE
T/N 23
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atc h I t e C t 923 ARENDELL STREET P 0 BOX 3648 MO AD CITY N C 28557 (919) 726k7091 DATE JANUARY 21 1998
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VOLUME 7,328 cu ft
LEGEND
11 FINISH GRADE
CONTOUR LINE
12 EXISTING SPOT ELEVATION
EXISTING SOUNDINGS
6 CONTOUR LINE
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2
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architect 923 ARENDELL STREET P 0 BOX 3648 MO AD CITY N C 28557 [phone] DATE JANUARY 21 1998
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SITE COVERAGE VATH
IMPERVIOUS MATERIALS
70,621 SO FT = 54%
DRAIN FIELD 2 2
Area= 2,443 eq ft
REPAIR AREA ....
IMPERVIOUS AREA
IN AEC = 17,343 sq ft
= 28.1% COVERAGE
IMPERVIOUS AREA FOR
CLUBHOUSE = 900 sq ft
= 1.8% COVERAGE
TOTAL IMPERVIOUS AREA
IN AEC= 30.0%
DRAIN FIELD 1
Area= 6,896 sq ft
BUILDING A
DRYSTACK
128 BOATS
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architect 923 ARENDELL STREET P 0 BOX 3648
THE POINT MARINA
CITY N C 28557 (919) 726k7091 DALE JANUARY 21 1998
STORMWATER
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architect 923 ARENDELL STREET P 0 BOX 3648
SITE COVERAGE WITH
IMPERVIOUS MATERIALS
DRAIN FIELD
Area= 2,443 sq ft
REPAIR AREA
UNDER GROUND
STORMWATER S1
AREA 3,664 sq ft
VOLUME 7,328 cu ft
DRAIN FIELD 1
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20 SLIPS
T 18X40
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1,500 GAL TANK
6' X 10'-6" X,,.5: DEVP
POINT MARINA
7091 DALE JANUARY 21 1998
METAL PANELS
DOOR
END ELEVATION
METAL PANELS D.S.
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PLAN
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wuus architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DATE JANUARY 15 1998
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architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DATE JANUARY 15 1998
FINISH GRADE
PT WD WALK
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8" 0 PT PILING
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OF PILING
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AT CROSSING
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architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DALE MARY 21 1998
FINISH GRADE
PT WD WALK
_TOP OF NEW BULKHEAD ELEV 6.0 FT MSL
EXISTING BOTTOM
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FT
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architect 923 ARENDEL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DALE JAM MY 21 1998
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architect 923 ARENDELL STREET P 0 BOX 3648 MOREHEAD CITY N C 28557 [phone] DALE JANUARY 211998