19981012 Ver 1_COMPLETE FILE_19981012

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
APPROVAL of 401 Water Quality Certification
Mr. Randall Ramsey
Jarrett Bay Group Inc.
1290 Marshallberg Road
Marshallberg, NC 28533
Dear Mr. Ramsey:
You have our approval, in accordance with the attached conditions, to impact 900 square feet of wetlands for the
purpose of expanding a boat basin, and constructing a docking facility i n Core Creek, as you described in your application
dated October 12, 1998. After reviewing your application, we have dec ided that this fill is covered by General Water
Quality Certification Number 3112. In addition, you should get any ot her 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 expir e when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you de
scribed 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 appro val letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the f uture) exceed one acre, compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h). For this app roval 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 h earing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of A dministrative 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.
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
Si rely,
. Pre n Howard, Jr. P.E.
981012.1tr
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
October 26, 1998
Carteret County
WQC 401 Project # 981012
r
To: John Dorney
Environmental Sciences Branch
i
DIVISION OF WATER QUALITY
CAMA MAJOR PERMIT APPLICATION REVIEW
?•1 ?D?Zd /mil ?
REVIEWER: STEENHUIS r,\+6
WQ SUPERVISOR: SHIVER
DATE: October 20, 1998
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 98 PERMIT NO.: 981012 COUNTY: Carteret
PROJECT NAME: Jarrett Bay Boatworks, LLC/RandalI Ramsey
PROJECT TYPE: Marina expansion PERMIT TYPE: CAMA
COE #: N/A DOT#: N/A
RCD FROM CDA: DCM DATE FROM CDA: October 1, 1998
REG OFFICE: WiRO RIVER AND SUB BASIN#: 030503
*STREAM OR ADJACENT WATER BODY: Core Creek
CLASS: SA STREAM INDEX #: 21-24
*OPEN OR CLOSED: Conditional Openings
WL IMPACT: Yes WL TYPE: Coastal Salt marsh
WL REQUESTED: N/A WL ACR EST: 900 sf
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:
IF YES, DATE APPROVED:
PROJECT DESCRIPTION: Applicant proposes to expand the existing boat basin into high ground and to
construct a docking facility in Core Creek for in-water maintenance and trail operation of manufactured
vessels.
WATER QUALITY CERT. (401)
CERT. REQ'D: Yes
IF YES, TYPE: General Certification #3112 for CAMA Permits
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED: N/A
TO BE PERMITTED BY: N/A
IF BY DWQ, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A
WATER/WETLAND FILL
AREA OF FILL - WATER: N/A WETLAND: N/A
IS FILL ELIMINATING A SIGNIFICANT USE? N/A
DREDGING
IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS
OF RESOURCE? N/A
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? N/A
4
{
i
981012.oct
Page Two
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: N/A MARINA SERVICES: N/A
OXYGEN IN BASIN: Yes CLOSURE OF SHELLFISHING WATERS: N/A
(ATTACH A MARINA USE ATTAINABILITY EVAL.)
I
RECOMW,NDED CONDITIONS OR PERMIT RESTRICTIONS: That the project be done
in such a manner so as to not cause turbidity outside the immediate construction area to exceed
I
25 NTU.
i
f
cc: Central Files - John Dorney
Wilmington Regional Office Files
DCM-Tere Barrett
John Parker

E
r

,;
ct.

'?I
*? V.
MEMORANDUM:
DIVISION OF COASTAL MANAGEMENT
TO: JOHN PARKER
FROM: T. BARRETT 4
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR
PERMIT - JARRETT BAY BOATWORKS, CARTERET COUNTY
DATE: September 28, 1998
With regard to the above referenced proposal, I offer the following comments
and recommendations:
The project as proposed is consistent
regulations. Because the current permi-
present applicant has only recently
recommend that the permit receive the
other major permits. I recommend the
conditions in place on the existing pern
he CAMA and associated rules and
is set to expire on 12/31/99, and the
purchased the property, I would
ull 3+ year expiration limit applied to
:ollowing conditions be added to the
t, #8-96:
1) An earthen plug will be left between the area to be excavated and the
existing basin and a 24 hour period after completion of the excavation will
elapse prior to plug removal to prevent unnecessary siltation into the adjacent
water body.
2) The bulkhead must be structurally tight so as to prevent seepage of backfill
materials through the structure.
3) The bulkhead must be solid and constructed of treated wood, concrete
slabs, metal sheet piles, or other suitable materials approved by Department
personnel. No excavation is permitted, except for that which may be required
for the construction of the bulkhead wall, riprap, deadmen cables, etc. This
permit does not authorize any excavation waterward of the approved
alignment.
4) No marsh grass will be excavated and/or filled.
5) No excavated or fill material will be placed at any time, in any marsh or
surrounding waters, outside of the alignment of the fill area indicated on the
workplat(s).
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Morehead City Office
Hestron Plaza II, 151-13 Hwy. 24, Morehead City, NC 28557
Phone [phone] Fax [phone]

6) No sewage, whether treated or untreated, shall be discharged at any time from boats
using the docking facility. Any sewage discharge at the docking facility be considered a
violation of this permit for which the permittee is responsible. This prohibition shall be
applied and enforced throughout the entire existence of the permitted structure.
7) This permit authorizes only the docks, piers, and other structures and uses located in
or over the water that are expressly and specifically set forth, in the permit application. No
other structures, whether floating or stationary, may become a permanent part of this
docking facility without permit modification. No non-water dependent uses of structures
may be conducted on, in, or over public trust waters without permit modification.
8) 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.
9) The authorized structure and associated activity must not cause an unacceptable
interference with navigation.
10) This permit does not authorize the interference with any existing or proposed Federal
project, and, the permittee will not be entitled to compensation for damage to the
authorized structure or work, or injury which may be caused from existing or future
operations undertaken by the United States in the public interest.
11) All portions of any accessway crossing coastal wetlands must be elevated to a
minimum of 3' above substrate level, measured to the bottom of the decking.
12) With the exception of the 150'x 6' pier crossing wetlands to access the dock, no decks
or other structures are authorized for placement over wetlands.
NOTE: An easement is required from the State Property Office prior to initiating
construction.
NOTE: It is strongly recommended that the permittee exercise all available precautions
in the day-to-day operation of the facility to prevent sand blasting residue and/or other
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.

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jarrett Bay Boatworks, LLC/Randall Ramsey
2. LOCATION OF PROJECT SITE: Adjacent to Core Creek at 530 Sensation Weigh, off of State Road
1162 (Steel Tank Rd.) off of Highway 101, approximately 6.5 miles north of Beaufort.
Photo Index - 1995: #559, grid 18,19 - O,P 1984:141-11, grid 6 - N,O; 7 - O
State Plane Coordinates - X: 2695000 - 2695600 Y: 392400 - 392800
3. INVESTIGATION TYPE: LAMA/ D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/18/98; 7/09/98; 8/05/98
Was Applicant Present - Yes, Yes, Yes
5. PROCESSING PROCEDURE: Application Received - cc: 9/22/98
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret Co.
Land Classification From LUP - Rural/Conservation
(B) AEC(s) Involved: ES, EW, PT
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Abandoned Septic
Planned - Temporary pump and haul, eventual Beaufort sewer line
extension.
(F) Type of Structures: Existing -2 Steel and 1 brick manufacturing buildings w/ offices, travel
lift, wash down basin.
Planned - Docking system, Basin extension, Service building
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION: [AREA]
nPPnnPn PTT T Pn TMI"nUD
(A) Vegetated Wetlands
Mixed Coastal Wetlands 900 sf
(C) Other
Open Water 14, 700 sf
High Ground 3, 584 sf 12. 933 sf 16, 360 sf
(D) Total Area Disturbed: 1.1 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No - Conditional openings
PROJECT SUMMARY: Applicant proposes to expand the existing boat basin into high ground and to
construct a docking facility in Core Creek for in-water maintenance and trial operation of manufactured
vessels.
8.
FIELD INVESTIGATION REPORT:
Jarrett Bay Boatworks, LLC
PAGE #2
9. NARRATIVE DESCRIPTION:
The project site consists of a 27.67 acre site on the south side of State Road 1162 (Steel Tank
Road), off of Highway 101. This is approximately 6.5 miles north of Beaufort, South of the Core
Creek Bridge. The property fronts Core Creek to the west.
In 1971, General Steel was issued Dredge and Fill Permit #414 to construct a barge basin into
this property, 400' x 80'. In 1985, Morehead City Precast Company was issued State Permit
#210-85 for the maintenance excavation of the basin. This company dealt with the manufacture
and shipment of concrete and steel products. The current permit, #8-96, was issued to AWH
Corporation/Hopeman Brothers for the same type of industry in 1996. This permit authorizes the
maintenance excavation of the basin to -12' normal low water, and is set to expire on 12/31/99. It
was transferred into the name of the new property owner, Jarrett Bay Boatworks, Inc. on 4/17/98.
On 5/19/98, there was a one time change to permit conditions to allow for a change in method of
dredging; a major modification was issued for the renovation of the facility into a boat
manufacturing plant on 6/02/98; on 8/24/98, a Letter of Refinement was authorized to allow for
the placement of 3 pilings adjacent to the rip rap to protect vessels during the staging process;
after Hurricane Bonnie, the applicant recognized the need for a bumper system of sorts to protect
vessels being staged for quick removal from the jagged iron bulkhead along the south side of the
basin. Subsequently, the applicant applied for a Minor Modification to place pilings along this
wall to keep the currents from pushing boats against it. This request is in process. The present
request is for another modification to the permit to allow for the high ground expansion of the
existing boat basin, and construction of a docking system in Core Creek.
When the last application was reviewed, this tract was approximately 170 acres in size. The
applicant has since subdivided the property, and sold the other portions. For the boat
manufacturing facility which the 6/02/98 permit addressed, this 27.67 acre tract was retained.
This is the portion of the property which had been utilized by previous occupants, and contains
the buildings, etc., described in the 4/02/98 field report.
The project site averages 6' above mean high water in elevation, and is primarily cleared. A
previous occupant of the site has removed the top layer of soil from the cleared portion of the
tract, and replaced it with a combination of sand and gravel, and compacted the surface for
industrial traffic. Consequently, the entire cleared area is largely impervious. The property has
an extensive ditch system draining to both Core and Eastman Creeks, lined by Groundsel Bush.
Coastal wetlands border the property on the northwest side. The existing basin is approximately
300' x 100', and is stabilized by a steel sheetpile bulkhead to the south and east, and riprap to the
north. There is an existing boat ramp on the southwest side of the basin extending into Core
Creek. The applicant has constructed the smaller of the two travel lifts authorized under the last
permit in the northeast corner of the basin. They have installed the wash down basin, placed
pilings against the rip rap, and are currently renovating the main buildings.
There are three manufacturing/office buildings on the site. Together these total 60,000 square
feet of space. Asphalt parking is provided around the brick building on the north side of the
property. There is an non-potable well and water tank existing for the purpose of fire prevention,
A
and an onsite wastewater system that is no longer functional.
The waters of Core Creek are classified SA by the
designated as Primary Nursery by the Division of M
taking of shellfish for consumption, with occasional
Land Use Plan classifies this area as Rural, with all a
Concern classified as Conservation. County zoning
Division of Archives and History has determined
historical, or archaeological significance on the site (c
sion of Water Quality; the area is not
Fisheries; the waters are closed to the
(itional openings. The Carteret County
within CAMA Areas of Environmental
this tract is Industrial Wholesale. The
there is no resource of architectural,
rnentation on file).
The facility is currently utilizing an authorized temporary pump and haul system for their
wastewater treatment. The Town of Beaufort has received a Community Development Block
Grant (CDBG) from the Department of Commerce in the amount of $885,750 for an extension of
the municipal sewer line out Highway 101 to the site. The applicant has supplied another
$290,000 for the project. The town is in the process of obtaining the necessary permits for the
project. These monies will also be used to extend the existing water line out Steel Tank Road
from its current terminus on Highway 101. The facility is currently utilizing an approved
existing well for its potable water supply.
The applicant is proposing to increase the size of the boat basin in the south east corner by
excavating into high ground 100' eastward, for a width of approximately 33'. There is a 200 ton
travel lift authorized for this point in the basin. The applicant wishes to provide a safe area for
the lift, and keep a larger portion of the main basin open for ingress and egress. The basin would
be excavated to a depth of -7' nlw in the landward end, grading to -8.25' where it connects to the
existing basin, which is authorized for a finished depth of -12' nlw. This basin has been recently
maintained to water depths of approximately -7' at the landward end, -8' to -10' at the middle, and
-12' at the end. The basin extension design has rounded landward corners to encourage flushing.
The sides of the basin will be stabilized by 258' of steel or concrete sheetpile bulkhead.
Approximately 1707 cubic yards of material will have to be excavated for the creation of this
feature. Of this, approximately 956 square feet will be from below the high water contour. The
basin is to be expanded by dragline and backhoe.
Included in this request is a slight modification to the existing dredge authorization. The original
application for excavation requested that the water depths be "stepped" down from the -7
minimum to the -12' maximum at increments. Without changing the excavation footprint or the
amount of cubic yardage removed, the applicant is requesting to move the -7' to the end of the
new basin extension, and grade consistently through the basin to the finished connecting water
depth of -12' nlw.
Because of the tendency for flushing to be reduced with each additional length and reduction in
width of a basin, the Division of Water Quality requested a water quality model for the project
site. Submitted with the application are the results of this model compiled and averaged for the
months of June through August 13, 1998. An addendum is attached to the initial report to
include the results of the September 03 and September 18 testing. Sampling is expected to
continue through mid-October, and results submitted to the Division of Water Quality.
In an abbreviated form, the results show that the marina basin and each ambient site met or
exceeded the state requirements of 5 mg/l of dissolved oxygen on all sampled dates except July
02, 1998. On this date, each site resulted in DO levels below required.
In addition to the basin expansion, the applicant is proposing to grade approximately 13,402
square feet of high ground area along the north side of the basin for an office and service building
and associated parking. Twenty nine parking spaces are proposed for delineation on a stone
surface. The service building will be approximately 100' x 28' in size, and will be surrounded
with approximately 15,351 square feet of high ground open decking.
There is a walkway proposed along the north side of the basin that is 10' in width for the 332'
distance along the basin, with 4' over high ground, and 6' extending over the existing rip rap.
The structure narrows to 6' as it extends 80' into the waters of Core Creek. At this point of land,
there is a fuel dispensing facility proposed for the servicing of vessels manufactured or
maintained. This feature is not for public use. At this same point of land, there is a 27' x 20'
deck proposed on high ground at the edge of Core Creek, with a 12' x 6' accessway over water to
connect to a proposed dock, addressed below.
Lastly, the applicant proposes to construct nine (9) boat slips in Core Creek. The docking facility
will have a main pier, 150' x 6', extending over mixed coastal wetlands from the deck around the
office building. Access to the dock will also be available from the two areas addressed above.
The dock itself is proposed for 200' in length and 6' in width, supporting nine (9) finger docks of
20' x 3'. The space between the finger docks is approximately 19', with lengths varying from 42'
to 60'. There are nine (9) mooring pilings requested waterward of these fingers. The required
setback from the AIWW in Core Creek is 80'. In order to meet this setback, the applicant has
reduced the length of the proposed slips to the north to 42' as stated. Soundings at the waterward
edge of the dock indicate approximately -10' at normal low water. The intent of the docking
system is for in-water servicing of vessels and temporary dockage of vessels awaiting testing.
10. ANTICIPATED IMPACTS:
As proposed, the project will incorporate approximately 14,700 square feet of open water Public
Trust Area within Core Creek. Approximately 29,293 square feet of high ground area will be
disturbed for the service building, parking lot, and 16,360 square feet of open decking. The total
impervious area within the 75' estuarine shoreline, including the present gravel substrate, will be
approximately 2.6%. Another 3,584 square feet of high ground will be excavated for the basin
extension. The additional length of the basin can be expected to alter circulation patterns and
affect flushing within the basin. Turbidity impacts can be expected during construction of the
additional basin area and driving of the pilings for the dock system. The accessway from the
service building to the main docking system will shade approximately 900 square feet of mixed
coastal wetlands.
It is expected that the business will employ 120 people initially, and 200 people within 5 years.
September 28, 1998 T. Barrett Morehead City
Form DCM-MP-1
APPLICATION SE? ?.
? 0 3 19?a
(To be completed by all applicants) '
1. APPLICANT
a. Landowner:
Name Jarrett Bay Group, LLC
Address 1290 Marshallberg Road
City Marshallbera State NC
Zip 78553 Day Phone( 2r,2) 729-1 661
or(252)728-2690
Fax (7-,?) 7?9_1 442
or [phone]
b. Authorized Agent:
Name Randall C. Ramsey
Address 1290 Marshallbera Road
b. Cityty, town, community or M mark
6.5 miles North of Beaufort, NC
c. Street address or secondary road number
aF 1242, S30 S nsat-i on Weigh
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Adams Creek,
Eastman 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.
- High ground excavation of
City Martha 1 1 hPrg State NC
Zip 28553 Day Phone ( 252) 729-1 661
or (252 72 -
Fax (2q2)72Q_1442
or [phone]
c. Project name (if any) Core Creek Proi ect
NOTE: Permit will be issued in name of mdamwr(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County _Carteret County
- zuixneaa lmprovemenLs
- Boardwalk and pier construction
- 28' x100' service building
b. Is the proposed activity maintenance of an existing
project, new work, or both?New work inside
an existing basin Ref. Permit #8-9(
c. Will the project be for public, private or commercial
use? Commercial
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Purpose of the proj ect is
to: (1) Expand the existing high
ground basin 100'x32' to service a
200 on rave i , Provide
parking and service store adjacent
to the basin, and (3) Provide a
boar wa and 9 s iDS to accomo ate
service. Consult the project
iarrative for details.
Revised 03/9-
Form DCM-MP-1
SEP 0 3 1933
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 Rhue, Doy Ra
Address 18b W ave creex xoaa
Phone Beauf ort, NC [phone]
map N o.6399034 28940
Name White Water Development Grou.p,L
Address. 1 804 Arendell St.,
Phone Moreh ead City, NC 5 -2690
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. 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
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of195&. E
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers, Print Name Randall C. Ramse
permittee, and issuing dates. CAMA Permi t # 210 - 8 5 ,
12/10/85; Morehead precast/LAMA Permit Signature
#8-96, 1/17/96; AW+1 corporation/LAMA
Permit #8-96 major modification;Jarre tt Bay $`t?i•'9Sb ;'O"?`$Ct$`'Stormwater Permitt
SW8980409 5/26/98; DWQ/CAMA general Permit #018667-C,5/26/98; Jarrett Bay
Boatworks, Inc./DWQ Temporary Pump & Haul No.: WQ0015333
• A check for $250 made payable to the Department of Please indicate attachments pertaining to your proposed
Environment, Health, and Natural Resources project.
(DEHNR) to cover the costs of processing the X DCM MP-2 Excavation and Fill Information
application. X DCM MP-3 Upland Development
• A signed AEC hazard notice for projects in X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
oceanfront and inlet areas. DCM MP-6 Marina Development
• A statement of compliance with the N.C. NOTE. Please sign and date each attachment in the
Environmental Policy Act (N.C.G.S. 113A - 1 to space provided at the bottom of each form.
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.
Furm DCNI :1ViP-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
If yes, ?c.C-q
(1) Amount of material to be placed in the
water NA
(2) Dimensions of fill area NA
(3) Purpose of fill
b. Will fill * material be placed in coastal
3. SHORELINE STABILIZATION (marsh), SAVs or other wetlands?
Yes X No
If yes,
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 258'
c. Average distance waterward of MHW or NWL
0, bulkhead defines NWL
d. Maximum distance waterward of MHW or NWL
Bulkhead defines NWL
e. Shoreline erosion during preceding 12 months
NA
(Source of information)
f. Type of bulkhead :r riprap material Steel sheet
pile or concrete
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap 0 Cy
(2) Bulkhead backfill 0 Cy
No placement of fill
h. Type of fill material NA
i. Source of fill material NA
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
(1) Dimensions of fill area NA
(2) Purpose of fill NA
5. GENERAL
a. K)w will excavated or fill material be ke t, on
?ime
d
d si e
n' atio
se
ar
and erosion controlled? Stan
control practices will be exer cised
(turbitity curtain/sediment c o h/et
an p ug during cons ruc ion
reduce sediment will
dity
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydra ulic
dredge)?
dragline/crane and backhoe
c. Will wetlands be crDssed in transporting equip ment
to project site? Yes X No
If yes, explain steps that will be taken to le ssen
environmental impacts. NA
Jarrett Bay Group, LLC
Core Creek Project
Applicant or Project Name
Signature
A_V,
Date
F 1 A 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
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 1 Building ( 100 'x28') , 29
parking spaces, loading area, and deco.
around building.
b. Number of lots or parcels one single parcel
c. Density (givp the number of residential units and the
units per acre) NA
k.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Parking-10,602 SF+/-
D+V Bldg.-2,800 SF+/-, Deck-15,351 SF+/-
11"XZo` DiC%4, wi;5*f of LOA61VAWAO 00
2? If the proposed project will disturb more than one pVe R
acre of land, the Division of Land Resources must Rz p
\ receive an erosion and sedimentation control plan at 1"i
least 30 days before land disturbing activity begins. V0 two ,
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land "V
Resources? Yes X No 0l
If yes, date submitted NA M.

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 X No
If yes, date submitted To be submitted by
Stroud Eng: (Bill Foreman)
Describe proposed method of sewage disposal.
Municipal disposal to the
Town of Beau or
Have the facilities described in Item
received state or local approval? Both
(Anach appropriate documentation)
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/stormwater runoff
in order with existing stormwater
pollution prevention
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Municipal supply (public system)
Will water be impounded? Yes X No
If yes, how many acres?
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n. If the project is a oceanfront develop Nennt, when
CRUSH & run, ABC stone was the lot(s) platted and recorded?
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. 12 . 3%
Jarrett Bay Group LLC
Core Creek Project.
Applicant or ?ect Name
Signature
1-3 -Ifs
Date
above
Revised 03/95
Form DCM-MP4
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)
e. Mooring buoys
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(1) -X- Commerci 1 -Community _ Private
(2) Number 1-t PA 0C- -I (ZZ
I
(3) Length 200' , 150' , 25' t L
(4) Width 61 J
(5) Finger Piers X Yes No
(i) Number 9
(ii) Length 20'
(iii) Width 3
(6) Platform(s) X Yes No
(i) Number 1
(ii) Length 412'
(iii) Width 6
(7) Number of slips proposed 9
8 P 'm't of structure to ad'acent ri an
f

(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline _
be placed beyond
Mooring structure (boatlift, mooring pilings, tc.)
(1) Commercial _ o Private
(2) Number gyp.
(3) Length w
(4) Width (ZZ-
g. Other (Give complete description)
() roxi i y j p
property lines 400' from North Line 300' from South property line
(9) Width of water body 500' Adams Creek, 1 00' wi e basin
(10) Water depth at waterward end of pier at
MLW or NWL -1 0' below NWL
b.
Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Jarrett Bay Group, LLC
Core Creek Project
Applicant or Project Name
Signature
Date
• xe
Ij P
u I ? ? I II
II
i ? I II
II
YII I I, r tl
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I, I u
I' it
tl _
reek
a I) I'? Ei m ?.8
Barg 'Landing 1
1 •?
I?asir ? C
A l
I O i) ?
? II
' D
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..? 1 I
s _m 1 - I
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1
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II
-11
0 3 1908
II
---- - -- -- -?-LI&hL - F -//y -?
9 - of
v.,
.n? Mid ?
I \I
CORE CREEK QUADRANGLE
NORTH CAROLINA
- ------- - 7.5 MINUTE SERIES (TOPOGRAPHIC)
SCALE 1.24 000
0 1 MILE
1 2
1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
1 5 0 1 KILOMETER
CONTOUR INTERVAL 5 FEET
1158 NATIONAL GEODETIC VERTICAL DATUM OF 1929
SHORELINE SHOWN REPRESENTS THE APPROXIMATE LINE OF MEAN HIGH WATER
THE AVERAGE RANGE OF TIDE IS APPROXIMATELY 2.5 FEET
r
11.1
1•

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: Jarrett Bay Boatworks, LLC/Randall Ramsey
2
LOCATION OF PROJECT SITE: Adjacent to Core Creek at 530 Sensation Weigh, off of State Road
1162 (Steel Tank Rd.) off of Highway 101, approximately 6.5 miles north of Beaufort.
Photo Index - 1995: #559, grid 18,19 - O,P 1984:141-11, grid 6 - N,O; 7 - O
State Plane Coordinates - X: 2695000 - 2695600 Y: 392400 - 392800
3.
4.
5.
6.
INVESTIGATION TYPE: CAMA/ D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/18/98; 7/09/98; 8/05/98
Was Applicant Present - Yes, Yes, Yes
PROCESSING PROCEDURE: Application Received - cc: 9/22/98
;.,..-
Office -Morehead City i r• • , •?
SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret Co.
Land Classification From LUP - Rural/Conservation
(B) AEC(s) Involved: ES, EW, PT 1AUA1c-?T t r
(C) Water Dependent: Yes W•+T
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Abandoned Septic
Planned - Temporary pump and haul, eventual Beaufort sewer line
extension.
(F) Type of Structures: Existing -2 Steel and 1 brick manufacturing buildings w/ offices, travel
lift, wash down basin.
Planned - Docking system, Basin extension, Service building
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED INCORP
(A) Vegetated Wetlands
Mixed Coastal Wetlands 900 sf
(C) Other
Open Water 14, 700 sf
High Ground 3, 584 sf 12, 933 sf 16, 360 sf
(D) Total Area Disturbed: 1.1 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA
Open: No - Conditional openings
8. PROJECT SUMMARY: Applicant proposes to expand the existing boat basin into high ground and to
construct a docking facility in Core Creek for in-water maintenance and trial operation of manufactured
vessels.
FIELD INVESTIGATION REPORT:
Jarrett Bay Boatworks, LLC
PAGE #2
9. NARRATIVE DESCRIPTION:
The project site consists of a 27.67 acre site on the south side of State Road 1162 (Steel Tank
Road), off of Highway 101. This is approximately 6.5 miles north of Beaufort, South of the Core
Creek Bridge. The property fronts Core Creek to the west.
In 1971, General Steel was issued Dredge and Fill Permit #414 to construct a barge basin into
this property, 400' x 80'. In 1985, Morehead City Precast Company was issued State Permit
#210-85 for the maintenance excavation of the basin. This company dealt with the manufacture
and shipment of concrete and steel products. The current permit, #8-96, was issued to AWH
Corporation/Hopeman Brothers for the same type of industry in 1996. This permit authorizes the
maintenance excavation of the basin to -12' normal low water, and is set to expire on 12/31/99. It
was transferred into the name of the new property owner, Jarrett Bay Boatworks, Inc. on 4/17/98.
On 5/19/98, there was a one time change to permit conditions to allow for a change in method of
dredging; a major modification was issued for the renovation of the facility into a boat
manufacturing plant on 6/02/98; on 8/24/98, a Letter of Refinement was authorized to allow for
the placement of 3 pilings adjacent to the rip rap to protect vessels during the staging process;
after Hurricane Bonnie, the applicant recognized the need for a bumper system of sorts to protect
vessels being staged for quick removal from the jagged iron bulkhead along the south side of the
basin. Subsequently, the applicant applied for a Minor Modification to place pilings along this
wall to keep the currents from pushing boats against it. This request is in process. The present
request is for another modification to the permit to allow for the high ground expansion of the
existing boat basin, and construction of a docking system in Core Creek.
When the last application was reviewed, this tract was approximately 170 acres in size. The
applicant has since subdivided the property, and sold the other portions. For the boat
manufacturing facility which the 6/02/98 permit addressed, this 27.67 acre tract was retained.
This is the portion of the property which had been utilized by previous occupants, and contains
the buildings, etc., described in the 4/02/98 field report.
The project site averages 6' above mean high water in elevation, and is primarily cleared. A
previous occupant of the site has removed the top layer of soil from the cleared portion of the
tract, and replaced it with a combination of sand and gravel, and compacted the surface for
industrial traffic. Consequently, the entire cleared area is largely impervious. The property has
an extensive ditch system draining to both Core and Eastman Creeks, lined by Groundsel Bush.
Coastal wetlands border the property on the northwest side. The existing basin is approximately
300' x 100', and is stabilized by a steel sheetpile bulkhead to the south and east, and riprap to the
north. There is an existing boat ramp on the southwest side of the basin extending into Core
Creek. The applicant has constructed the smaller of the two travel lifts authorized under the last
permit in the northeast corner of the basin. They have installed the wash down basin, placed
pilings against the rip rap, and are currently renovating the main buildings.
There are three manufacturing/office buildings on the site. Together these total 60,000 square
feet of space. Asphalt parking is provided around the brick building on the north side of the
property. There is an non-potable well and water tank existing for the purpose of fire prevention,
and an onsite wastewater system that is no longer functional.
The waters of Core Creek are classified SA by the Division of Water Quality; the area is not
designated as Primary Nursery by the Division of Marine Fisheries; the waters are closed to the
taking of shellfish for consumption, with occasional conditional openings. The Carteret County
Land Use Plan classifies this area as Rural, with all areas within CAMA Areas of Environmental
Concern classified as Conservation. County zoning for this tract is Industrial Wholesale. The
Division of Archives and History has determined that there is no resource of architectural,
historical, or archaeological significance on the site (documentation on file).
The facility is currently utilizing an authorized temporary pump and haul system for their
wastewater treatment. The Town of Beaufort has received a Community Development Block
Grant (CDBG) from the Department of Commerce in the amount of $885,750 for an extension of
the municipal sewer line out Highway 101 to the site. The applicant has supplied another
$290,000 for the project. The town is in the process of obtaining the necessary permits for the
project. These monies will also be used to extend the existing water line out Steel Tank Road
from its current terminus on Highway 101. The facility is currently utilizing an approved
existing well for its potable water supply.
The applicant is proposing to increase the size of the boat basin in the south east corner by
excavating into high ground 100' eastward, for a width of approximately 33'. There is a 200 ton
travel lift authorized for this point in the basin. The applicant wishes to provide a safe area for
the lift, and keep a larger portion of the main basin open for ingress and egress. The basin would
be excavated to a depth of -7 nlw in the landward end, grading to -8.25' where it connects to the
existing basin, which is authorized for a finished depth of -12' nlw. This basin has been recently
maintained to water depths of approximately -Tat the landward end, -8' to -10' at the middle, and
-12' at the end. The basin extension design has rounded landward corners to encourage flushing.
The sides of the basin will be stabilized by 258' of steel or concrete sheetpile bulkhead.
Approximately 1707 cubic yards of material will have to be excavated for the creation of this
feature. Of this, approximately 956 square feet will be from below the high water contour. The
basin is to be expanded by dragline and backhoe.
Included in this request is a slight modification to the existing dredge authorization. The original
application for excavation requested that the water depths be "stepped" down from the -7'
minimum to the -12' maximum at increments. Without changing the excavation footprint or the
amount of cubic yardage removed, the applicant is requesting to move the -7' to the end of the
new basin extension, and grade consistently through the basin to the finished connecting water
depth of -12' nlw.
Because of the tendency for flushing to be reduced with each additional length and reduction in
width of a basin, the Division of Water Quality requested a water quality model for the project
site. Submitted with the application are the results of this model compiled and averaged for the
months of June through August 13, 1998. An addendum is attached to the initial report to
include the results of the September 03 and September 18 testing. Sampling is expected to
continue through mid-October, and results submitted to the Division of Water Quality.
In an abbreviated form, the results show that the marina basin and each ambient site met or
exceeded the state requirements of 5 mg/1 of dissolved oxygen on all sampled dates except July
02, 1998. On this date, each site resulted in DO levels below required.
In addition to the basin expansion, the applicant is proposing to grade approximately 13,402
square feet of high ground area along the north side of the basin for an office and service building
and associated parking. Twenty nine parking spaces are proposed for delineation on a stone
surface. The service building will be approximately 100' x 28' in size, and will be surrounded
with approximately 15,351 square feet of high ground open decking.
There is a walkway proposed along the north side of the basin that is 10' in width for the 332'
distance along the basin, with 4' over high ground, and 6' extending over the existing rip rap.
The structure narrows to 6' as it extends 80' into the waters of Core Creek. At this point of land,
there is a fuel dispensing facility proposed for the servicing of vessels manufactured or
maintained. This feature is not for public use. At this same point of land, there is a 27' x 20'
deck proposed on high ground at the edge of Core Creek, with a 12' x 6' accessway over water to
connect to a proposed dock, addressed below.
Lastly, the applicant proposes to construct nine (9) boat slips in Core Creek. The docking facility
will have a main pier, 150'x 6, extending over mixed coastal wetlands from the deck around the
office building. Access to the dock will also be available from the two areas addressed above.
The dock itself is proposed for 200' in length and 6' in width, supporting nine (9) finger docks of
20'x 3'. The space between the finger docks is approximately 19', with lengths varying from 42'
to 60'. There are nine (9) mooring pilings requested waterward of these fingers. The required
setback from the AIWW in Core Creek is 80'. In order to meet this setback, the applicant has
reduced the length of the proposed slips to the north to 42' as stated. Soundings at the waterward
edge of the dock indicate approximately -10' at normal low water. The intent of the docking
system is for in-water servicing of vessels and temporary dockage of vessels awaiting testing.
10. ANTICIPATED IMPACTS:
As proposed, the project will incorporate approximately 14,700 square feet of open water Public
Trust Area within Core Creek. Approximately 29,293 square feet of high ground area will be
disturbed for the service building, parking lot, and 16,360 square feet of open decking. The total
impervious area within the 75' estuarine shoreline, including the present gravel substrate, will be
approximately 2.6%. Another 3,584 square feet of high ground will be excavated for the basin
extension. The additional length of the basin can be expected to alter circulation patterns and
affect flushing within the basin. Turbidity impacts can be expected during construction of the
additional basin area and driving of the pilings for the dock system. The accessway from the
service building to the main docking system will shade approximately 900 square feet of mixed
coastal wetlands.
It is expected that the business will employ 120 people initially, and 200 people within 5 years.
September 28, 1998 T. Barrett Morehead City
Jarret
Boatworks, Inc.
SEP d 3 1998
September, 1 1998
Custom Sportfishermen
CORE CREEK PROJECT CAMA PERMIT NARRATIVE
On March 3e, 1998 Jarrett Bay Group, LLC purchased a 170.65 acre tract of land along the Core Creek stretch
of the Intracoastal Waterway. This site is located South of Steel Tank Road (NCSR 1162) west of NC Hwy
101, approximately 6.5 miles North of the Town of Beaufort. The Core Creek site is ideal for commercial
marine industry and offers almost unlimited potential relative to its size, existing high ground boat basin,
proximity to the Intracoastal Waterway and existing buildings. Therefore, 142.98 Acres have been sold to
facilitate the development of a Marine Industrial Park. Jarrett Bay Group, LLC retained 27.67 acres of the
original land purchase for the purpose of expanding all boat manufacture and repair operations from its existing
location in Marshallberg. This CAMA permit is a request for development around the existing high ground
basin to service boats in the water, and stage large boats to haul onto the yard via a 200 ton Marine Travel Lift.
Jarrett Bay Group, LLC will invest $ 3 million in both the purchase and cost of improvements to the Core Creek
site. The Company will increase its boat building facility by an order of magnitude and repair operations will
almost triple with a 20+ acre yard facility. Not only will the 68 employees in Marshallberg be retained, an
additional 52 employees will be hired, Jarrett Bay Boatworks, Inc. (JBBW) will host a workforce of 120 at the
Core Creek facility. If growth continues as expected, the workforce is anticipated to reach 200 within five
years. The facility will provide a wide range of employment opportunities for the citizens of Carteret County.
The Core Creek facility (26.67 AC +/-) hosts three manufacturing buildings that total 60,000 square feet. Each
building will be completely renovated prior to relocation. Equipment to be purchased by JBBW includes a new
50 ton travel lift and a 200 ton travel lift that will haul extremely large vessels, including: tugs, barges, large
yachts, Coast Guard vessels, and trawlers. The existing boat basin is 300' x 100' and can be dredged to 12'
below mean low water, matching the depth of the adjoining Intracoastal Waterway. An existing CAMA Major
Permit (#8-96, issued 1/17/96, expires 12/31/99) to dredge the high ground basin (4,500 cubic yards of material)
has been transferred to Jarrett Bay Group, LLC. A major modification to Permit #8-96 has been secured
(6/2/98) by Jarrett Bay Group, LLC and utilized to build piers for the 50 ton travel lift (presently in-service on
the Core Creek facility). The CAMA Major Permit Application, attached to this narrative is for the construction
of a travel lift bay (100' x 32') to service the 200 ton travel lift. This high ground expansion is considerably
less expensive than constructing large piers with a marine contractor. The proposed high ground expansion will
keep the basin area open and allow large boats (>100') to stage along the Southern bulkhead of the existing
basin. The water quality implications of the proposed high ground expansion have been addressed by a
consulting firm (Quaternary Environmental Consultants, Inc.) who are in the process of actively running the
Dissolved Oxygen Marina Model and collecting water quality data. Their final report will be forwarded, feel
P.O. BOX 280 - MARSHALLBERG, NC 28553-0280 - PHONE [phone] - FAX [phone]
SEP 0 3 1998
free to contact either Stephen Glenn or Allison Reed (QEC [phone]). Outside of grading activities
(13,402 SQ./FT) for the construction of a service store and parking lot, JBBW will not engage in any other land
disturbing activities. Decking (15,351 SG./FT.) is proposed around the office/service building and a single pier
will extend across vegetated marsh to access nine (9) boat slips. The site is situated on the Intracoastal
Waterway in such a manner that all nine (9) slips extend waterward of the MHW line to 6' inside the 80'
USACE set back (Ref. Map file 105-98-7, 4/14/98, AIWW NORBFT). The proposed slips will be utilized for
service of vessels that do not need to be hauled on-shore, and for the purpose of vessel sea trial.
The proposed location of the nine (9) boat slips is such that no new dredging is required and no wetland
environments will be impacted. A proposed AST for Diesel fuel will be utilized to fuel vessels that Jarrett Bay
Boatworks, Inc. service. The intent of all proposed improvements are to extend the service capabilities of our
existing facility to the waters edge. The company is not interested in the pursuit of a marina type business that
would typically service daily boaters. The intent of the proposed improvements are to service clients with large
vessels (>50') that do not require a haul-out onto our yard facility.
CDB GRANT APPROVAL
The Core Creek facility was at one time served by an on-site well and septic system, but they no longer meet
regulatory standards. To compensate for this, $1.25 million dollars of CDB grant funds will be spent to extend
water and sewer service 6.5 miles from the Town of Beaufort, to the Core Creek site. At present this CDB
Grant project has been awarded and engineering work has been completed. Construction on the utility
extensions should commence in late spring. Enclosed for review are documents that outline the municipal
sewer extension agreement between Jarrett Bay, Carteret County, and the Department of Commerce.
WETLAND DELINEATION
Wetland environments on the subject site have been delineated by Larry Baldwin (Land Management Group,
Inc.) and approved by the USACOE (Mickey Sugg, 6/12/98).
Form LCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Jarrett Bay Group, LLC
Address 1290 Marshallberg Road
City Marshal lberg State NC
Zip 985.5.3-_ Day Phone( 252) 72a-1 661
or(252)728-2690
Fax ( 252) 724-1 442
or [phone]
b. Authorized Agent:
Name Randall C. Ramsey
Address 1290 Marshallberg Road
City Martha 1 1 herg State NC
Zip 28553 Day Phone ( 252) 729-1 661
or (252 72 - =
Fax (?52)729-1442
or [phone]
c. Project name (if any) Core Creek Pro! ect
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret County
SEP 0 3 1998
b. City, town, community or 1 dmark
6.?5 miles North of Beaufort, NC
c. Street address or secondary road number
Sjt 1242P 530 S nsa ion W i gh
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Adams Creek,
Eastman 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.
- High ground excavation of
existing garage basin
- Bulkhead Improvements
- Boardwalk and pier construction
- 28' x100' service building
b. Is the proposed activity maintenance of an existing
project, new work, or both?New work inside
an existing basin (Ref. Permit #8-!
c. Will the project be for public, private or commercial
use? Commercial
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. Purpose of the proj ect
to: (1) Expand the existing high
ground basin 100'x32' to service a
200 on rave i , rove e
parking and service store adjacent
to the basin, an 3 Provide a
boardwalk and 9 slips to accomo a e
vessels that Jarrett Bay Boatworks
service. Consult the oroiect
narrative for details.
Revised 03/9-5
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 27.67 AC +/-
one single lot to
b. Size of individual lot(s)spr i cP Jarrp_tt Bay
Boatworks, Inc.
c. Approximate elevation of tract above MHW or
NwL +8' above M+/W
d. Soil type(s) and texture(s) of tract
Altavista and Tomotley. Sandy gravel
fill/sandy clay loam/moltted clay
e. Vegetation on tractwooded pine and costal
marsh
f.
m. Describe existing wastewater treatment facilities.
Temporary basis: Pump-Haul permit
permit No. WQ0015333
Permanent basis: Municipal Sewer
own o eau or ,
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.) rmw t r ar
surface runoff. No industrial
commercial effluent dischaF-ge and
power was water is retained on-sit
o. Describe existing drinking water supply source.
On-site well (approved by Carteret
County Health Dept.) future water
supply will be supplied by Town of
Beaufort municipal service extensic
to the parcel.
Man-made features now on tract 3 buildings that
total @60.000 SQ.FT/paved parking lot 5. ADDITIONAL INFORMATION
gravel fill open yard existing high
g WhgFognghPaEXR1A Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
IW (Industrial Wholesale)
i. Is the proposed project consistent with the applicable
zoning? x_ Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?Information on project
been forwarded to Mark Mathis.
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
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 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
has detailed description.)
Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? The 404
(Attach documentation, if available)j u r i s d i c t i o n a 1
boundary has been delineated by USACOE
rep. Mickey Sugg on 6/12/98.
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
Form DCM-MP-1
SEP 0 3 1998
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.
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 Rhue, Doy Ray I certify that I am authorized to grant, and do in fact,
Address 186,Wave Creek Road grant permission to representatives of state and federal
Phone Beaufort, NC (252) 7 2 8 - 5 3 8 0 review agencies to enter on the aforementioned lands in
map No . 6 9 9 0 3 4 8 9 4 0 connection with evaluating information related to this
Name White Water Development Group,LL5ermit application and follow-up monitoring of the
Address . 1 804 Arendel l St., project.
Phone Morehead City, NC 25 72 -2690
Name
Address
Phone
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the _; day of , 19?.
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers, Print Name Randall C. Ramse
permittee, and issuing dates. CAMA Permit #21 0-85,
12/10/85;Morehead precast/CAMA Permit Signature
#8-96, 1/17/96; AW+1 corporation/CAMA
Permit #8-96 major modification; Jarrett Bay Mb ;OrtAcIi J'Stormwater Permit
SW8980409 5/26/98; DWQ/CAMA general Permit #018667-C,5/26/98; Jarrett Bay
Boatworks, Inc./DWQ Temporary Pump & Haul No.: WQ0015333
• 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.
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each anachment in the
space provided at the bottom of each form.
Form DCNI-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
If yes, nn q
(1) Amount of ma4gtO &1dl8ed in the
water NA
(2) Dimensions of fill area NA
(3) Purpose of fill NA
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Piprap
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If Yes,
(1) Dimensions of fill area NA
(2) Purpose of fill NA
b. Length 258'
c. Average distance waterward of MHW or NWL
0, bulkhead defines NWL
5. GENERAL
d. Maximum distance waterward of MHW or NWL
Bulkhead defines NWL
a. How will excavated or fill material be ke t.on si e
ti
d
e. Shoreline erosion during preceding 12 months ,
sealmen a
and erosion controlled? standar
NA control practices will be exercised
(source of informarion) (turbitity curtain/sediment c o h/e
an plug during construction will
f. Type of bulkhead .,r riprap material Steel sheet re uce sediment dit
pile or concrete b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
g. Amount of fill in cubic yards to be placed below dredge)?
water level dragline/crane and backhoe
(1) Riprap 0 Cy
(2) Bulkhead backfill 0 Cy
No placement of fill c. Will wetlands be crDssed in transporting equipment
h. Type of fill material NA to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts. NA
I . Source of fill material NA
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
Jarrett Bay Group, LLC
Core Creek Project
Applicant or Project Name
Signature
9-1-SfS
Date
R ° A 03195
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
Emoting Project
Uneth Width Depth Death
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

Land -7 to
100' 2'7" +6' -8.25

:w.

1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 9 5 6 CY
(751 CY above NWL)
b. Type of material to be excavated Gravel fill/
sandy clay and overburden organic
ricn sana.
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 1 , 707
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area on-site disposal
into existing dredge spoil site
b. Dimensions of disposal area 200' x 350' x 12'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal • area be available for future
maintenance? X Yes : No
If yes, where? on-site
Re%Lwd 03195
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h
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 1 Building ( 100 'x28') , 29
parking spaces, loading area, and deck
around building.
b. Number of lots or parcels one single parcel
c. Density (givp the number of residential units and the
units per acre) NA
SEP 0 3 1998
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 X No
If yes, date submitted To be submitted by
Stroud Eng: (Bill Foreman)
Describe proposed method of sewage disposal.
Municipal disposal to the
Town o Beaufort
j. Have the facilities described
received state or local approval?
(Attach appropriate documentation)
in Item i. above
Both
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/stormwater runoff
k.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Parking-1 0,602 SF+/-
O?I Bldg.-2,800 SF+/-, Deck-15,351 SF+/-
l/ 2 'X Zo` DEeJ, wi'f OF LOA61ulkwAo Nee k
If the proposed project will disturb more than one pVe tR
acre of land, the Division of Land Resources must IZ P '
\ receive an erosion and sedimentation control plan at 'RAP,
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 X No pII?M.
If yes, date submitted NA f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
CRUSH & run, ABC stone
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,
impervious and/or built-upon
pavement, buildings, rooftops,
vehicular driveways or parking.
to be covered by
surfaces, such as
or to be used for
12.3%
in order with existing stormwater
pollution prevention
Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Municipal supply (public system)
Will water be impounded?
If yes, how many acres? -
Yes X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? NA
Jarrett Bay Group LLC
Core Creek Project
Applicant or ect Name
Signature
y-3 -Sfs
Date
Revised 03/95
Form DCM-MP4
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.
Dock(s) and/or Pier(s)
(1) _X_ Commerci _Communit _ Private
(2) Number b L 41
(3) Length 200', 150', 25' / t'L
(4) Width 6'
(5) Finger Piers _
(i) Number
(ii) Length
(iii) Width
(6)
(7)
(8)
X Yes No
9
20
3'
SEP 0 3 1998
e. Mooring buoys
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
IV
Platform(s) X Yes No
(i) Number 1
(ii) Length 412'
(iii) Width 6
Number of slips proposed 9
Proximity of structure to adjacent riparian
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, tc.)
(1) Commercial _ o Private
(2) umber
(3) Length
(4) Width q (Z Z
g. Other (Give complete description)

property lines 400' from North Line 30014:L om South property line
(9) Width of water body 500' Adams Creek, 100' wide basin
(10) Water depth at waterward end of pier at
MLW or N'WL -10 'below NWL
b. Boathouse (including covered lifts)
(1) Commercial Private Jarrett Bay Group, LLC
(2) Length Core Creek Project
(3) Width Applicant or Project Name
c. Groin (e.g. wood, sheetpile, etc.) Signature
(1) Number L/I
(2) Length(s) -79
Date
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
I. I ' u / II
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CORE CREEK QUADRAN GLE
NORTH CAROLINA
II a 1
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?i • "Barg Landing
,?/ ?• 11pa511 J
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(1159 n Il
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10
7.5 MINUTE. SERIES (TOPOGRAPHIC)
SCALE 1.24 000
I 0 1 MILE
1 7 -
100p 0 1000 2000 3000 40&0 5000 6000 7000 FEET
CT-
1 0 1 KILOMETER
= CONTOUR INTERVAL 5 FEET
1158 NATIONAL GEODETIC VERTICAL DATUM OF 1929
SHORELINE SHOWN REPRESENTS THE APPROXIMATE LINE OF MEAN HIGH WATER
THE AVERAGE RANGE OF TIDE IS APPROXIMATELY 2.5 FEET
' h I I ?
,I .
t1 ra
t D&WN'G, 6 PnT 07DR i
1 6 sT80Iczw „ CURVE DATA 0
I I CURVE RADIUS TANGENT LENGTH DELTA DEGREE CHORD CH.8EARING
C-1 910.00' 87.04' 170.41' 28049'04" 18'61'08" 148.64' S 36'57'48'B i I C-2 280.00' 37.09' 73.75' 16•o5'Aw 20'27'44" 73.54' S 42'44'36"a
f I' 9 C-3 20.00' O.M. 15.71' 40100'00" 244°28 44" 15.91' N 88.59'47"?
9yj 1 Sp j 102 II G~~ I L C-4 75.00' 149.14' 185.73' 128'84'IT' 74'28'40" 134.01' S 86.38'22"w
E -v ~1~~111 C-5 340.00' 40.61' 80.63' 13'96'17" 18'61'08" 80.44' S 14.48'97"E i -
SITE D - SR 1162, STEBL TANK ROAD

l y - - EW' S 87.11'45"E
° I * dal 2387.05' TIE LINE CAR 61°N 1992 T
1 ~N M olio d O M 1 1
V • saaaR LINN rNS !I ~ ` :ROUP LLCI
dASa W SUAJMT'd Q I: l1VYlSTYiRT GROUP LLC (u AID 29 PG 376 376
RNUE
VICINITY MAP SECTION C - c' 1*5?6poTI oel~ ~ 1
Scats: V'= 2' ti 8 s 65010'ixa ` I~ ! X SRIF 9d 746 6 PG PG 59? OB .'4f . G G 593
DIGITIZED FROM AERIAL, NO SCALE e~'. 4Qp~~'a 556.00' a ~I' 2n 68R MB 28 PG 68P
D
rn
BASIN IMPROVEMENTS DETAIL; r~- I I (7cale 1 j 1 A Ac - i
' / ECM VA - M0 W" Al tE MaMI1EMT - EXOT E70<IM /IOM AIaE 214
rya 11~ S. 1"= 501 Er - own w won rre
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1 MARSH I 6 N '75 PG .b 7TS PG 93 ~
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D
I o r r EXISTING POLEItWA6H BASH
U MANSH AS PER CMA1 PERMIT N 6-9E 2
y~ I VEGETATION r; dE1d1' ry\~'" • 1 N d9'o1'd1"I J• I
S)SR~~ 15MI SF-,,l- DECKING AROUND BUILDING ; (AYE f~~ OFFI1j, LNG ` f ' ~G r' t z
, 5ILW 3 ~
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y 0 0 00 0 J J
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WHIPS HATER DEVELOPMENT GROUP LLC
_ 61NAll 3'z NO 29 P6 374 ;
f
I m a BATHYMETRN: CONTOURS Lys - - - ' - - 5 YERTVA DATUM LED 1EA IEYEL "1R
• _ ...m t-,-_ E715RNG IBC STONE SURFACE U
r _ REFERENCES
Iti EXISTING HIGH GROUND i~ AV see PC as j
BASIN 50 ,E i ~ YB 29 PC 999
L~ WMFd IATIR
IV y - DSFA'LOp"NF CROUP LLC t
A6 29 PG 374 1FlPpMPY EARTHEN PLUM TO REMAIN N ORDER TO 12 NEW PAS REDUCE SEDIMENT V1LUK AND TURBIDITY DURING CONSTRUCTION AREA 11' BY DMD
ENIg7yN, B
94NFE4D 7p BE ISiA JARRETT BAY GROUP LLC - 27.87 AC+/-
UrLIZEU ~fl ST4GW NEW BEET PILE LMGE VESSELS a , ' 7 ENTER PROPOSED 200 TOM B TO 14AW;j
` 1,205,238 SF+/-
THE 20 Tqy IRAL'TL LFT BAY. ENPq 9AY S
0' i
E)(I61NIG PAW EXISTING IBC STONE SURFACE 1 t f a
ROUND CORNERS
EXTENT OF ID' RADIUS TYP. VEL t - - - - - - - - - . _(CRUSH a 1 URF,ICE f r
RbW 1 r
6.0'MSl r
3Y'T' WIDE la EXISTING IBC STONE SURFACE 1 ( Iti,
n 1/ 40 NOTES:
aw
n ~ Y UNDISTURBED BOTTOM 2 1.~ r 1) PROPOSED HIGH GROUND EXPANSION IS A DESIGN BASED ON NCDEHNR,
Y NORTH CAROLINA COASTAL MARINAS: WATER QUALITY ASSESSMENT,
` JANUARY 1990, REPORT NO. 90-01
_i - ALL SETTING AND DESIGN CONSIDERATIONS ARE BASED ON THIS DOCUMENT.
SECTION A - A' ' DESIGN CONSIDERATIONS
A) BASIN DEPTH < ICII W DEPTH.
Scale: P= 20' B) BASIN DEPTH INCREASES TOWARD OPEN HATER.
r
- A~ - C) ROUNDIOVAL CORNERS. SEP 0 3 1998
I10 FEET N LENGTH 6.0'MSL D) ONE CENTRAL ENTRANCE. S
YEN! SEA LEVEL - - PROPOSED EXCAVATION . 751 CY 2) NEW IMPERVIOUS SURFACE TOTALS: A) PARKING --10,802 SF+/-
n PROPOSED EXCAVATION - 956 CY n a u ew / B) BUILDING - 2,800 SF+/-
N-- UNDISTURBED BOTTOM u / / 200 0 200 400 800 C) DECK MM SF+/-
NEn BDrtaM SLOPES FROM r TO azs AT MWIN of uFr &Y, AND CONTINUES ro H' BELOW MEAN SEA LEVEL AT MOUTH OF BASIN ¢ I
GRAPHIC SCALE - FEET
SECTION B - B' - -
SURVEY FOR CAMA PERMIT APPLICATION
Scale: 1"= 20' JARRETT BAY CROUP LLC
I AR
,a •'N ti, CORE CREEK PROJECT, BEAUFORT, INC V's S7EWN A POWRS CER7FY 7fMT 7ha SURVEY IS OF AN EX$rM PARCEL Or L".
PROPOSED EXPANSION i n~/Tr~'• qnnvaura fKAI ICroT Mtlvwv. r•e~rnrt OT~I.l. u~tu n•nti ,u•
EXISTING BASIN .4110' l i o..+.... vvvn... ..r~,cnc. s.a4m. n~,n .mmn ,nn ¢ 4 STEW# D. POKER.£ CERTFY "HT 7MW HAT WAS DRAW UNDER MY .S7FEAWAft FRDM AN AM14 SI WWY
iv EXISTING GRADE TRAVEL LN T BAY i. } SE A~ 49W UA:ER MY SU^ERMM (DEED DESCRPWN REMWED w BO[K4Ig@V F ~1: MNr nt~oARKs CLJaN7: wnETT BAY Bd17~aiut8, wG 1L11'E: 9:2188 SCALE: 1 • , ZOp Apr saweYED ARE azwY NGCA7m As DRAM FRAM owvmu7KAY FD/AID N ~ B.PAOE 33 ADDRSSS: 530 SENSATION WEIGH PROJj'(.7`. BAODI JOB: 98001
PROPOSED GRADE L-2994 q rmr PE RA7A7 6 PREcom AS CACIXLAzo 7S /:l t• ymr 7HS HAT NNS AmPmED N
= f; "~y „~~y0: Jf} ~ccamw~ae 7H 7W AWAVED. DAY OF W7AESS MY Owbw ~ r AD- M 7N~ ROWA BEAUFORT, NC 28616 f.1Y PARCtL eDaeo~62 t2aa star. s32oes f~ SURY,,`,,.'~Gj /Y RED/57RA
PROFILE OF BASIN AND PROPOSED TRAVEL LIFT BAY PHOM1: 25t-728-2680 PLOW am w IL NAY smm ofto c 6,1W65
Scale: I"= 50' "~•~n,P+?•`' s .POKER -coat
OFFICE: 252-728-2202 PO BOX 261, JVZAMD NC =81 FAV M-728-5140

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