8-96 MM 12/1998 Jarrett Bay Group LLC

Permit Class Permit Number
MODIFICATION/MAJOR 8-96
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and.
Coastal Resources Commission
X Major DgveJ
pu`rssuua t� t
X Ex�dV n t
Issued to Jarrett Bay GroupJarrett Bay LLC,"530�
authorizing development in Carteret
hermit
for
it in an Area of Environmental Concern
113A-118
off of SRL162 , as requested in the pen -
Dlan drawines ...., "Core Creek Proiect" .... dated
uant to NCGS 113-229
i4eaufort, NC 28516
0Co e Creek AI , N. Of Eastman Creek,
e� lic o dated 9/3/98 including attached work
F8 Elated'
Narrative" dated 9/l/98.
This permit, issued on \-2). — \\ , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) This permit modification authorizes: a) Travel Lift Bay expansion w/bulkheading, b) additional
parking, c) nine (9) boat docking and other amenities as depicted in the work plan dated 9/2/98.
2) This permit should be attached to the Transfer of Permit No.. 8-96 dated 4/17/98, the major
modification dated 6/2/98, the minor modification dated 9/28/98, the minor modification dated
10/27/98 and any subsequent letters of refinement. All conditions and stipulations of the listed
authorizations remain in force under this major modification unless altered herein.
(See attached sheet for Additional Conditions)
This permiLaction may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be. y
This permit must be accessible on -site to Department -
personnel when the project is inspected for compliance.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
o
m H
Any maintenance work or project modification not
covered hereunder requires further Departmental approval. a o
All work must cease when the permit expires on M c��ttis�
December 31, 1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program. —7G
of Coastal Management
its conditions are hereby accepted.
Signature of Permittee

Jarrett Bay Group, LLC
ADDITIONAL CONDITIONS
Permit #8-96
Page 2 of 4
3) An earthen plug will be le en the are to be excavated and the existing basin and a 24 hour
period after completion o Ebo
cavatiop will lapse prior to plug removal to prevent unnecessary
siltation into the adjacent way r
4) The bulkhead must be structurally, tt t soras ;t6.pr7vent eepage of backfill materials through the
structure.
5) The bulkhead must be solid and constructed of tr agel.
concrete slabs, metal sheet piles, or
other suitable materials approved by Department pNo excavation is permitted landward
of the permitted bulkhead, except for that which may be required for the construction of the
bulkhead wall, riprap, deadmen cables, etc.
6) 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 work plans.
NOTE: It is strongly recommended that the pemrittee 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.
Docking Facility Construction
7) An Easement from the Department of Administration is required for construction of the docking
facility in public trust water. Contact is the State Property Office at 919/733-4346.
8) 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.
9) 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.
10) 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.

e
Jarrett Bay Group, LLC
ADDITIO
11) No portion of the structures will be locat
channel. An as built survey mu
itt completion of the permed work in r
Permit #8-96
Page 3 of 4
CONDITIONS
than 80 feet to the near bottom edge of the AIW W
to^ Corps of Engineers within 30 days of the
ure g6mpliance with this permit condition.
�1
LocKtngNat�ili�Petation ,
/
12) No sewage, whether treated or untreated, shalI is
l b disc : ge time from boats using ,the
docking facility. Any sewage discharge at the'docking facil _ considered a violation of this
permit foi.*hich the pemiittee is responsible. This pro ' `i shall'be`applied and enforced'
throughout the entire existence of the permitted structure".
13) 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 or injury to the authorized structure
or work which may be caused from existing or future operations undertaken by the United States in
the public interest.
14) No attempt will be made by the pemuttee to prevent the full and free_ use by the public of all
navigable' at or adjacent to the public's right to free navigation on all navigable waters of the
United States.
e 15) Approval of the project was based on our determination that there would be no obstruction to
navigation. Under conditions existing in the Atlantic Intracoastal Waterway (AIW W), a possibility
exists that the project may be damaged by wave wash from passing vessels. Unreasonable slowing
down of vessel traffic cannot be required because it nullifies the navigational benefits on which the
AIW W was justified. Issuance of this permit should not be considered as relieving the permittee of
taking proper steps to insure the structure and moored boats will not be damaged by wave wash
normally to be expected in the AIW W.
NOTE: It_is strongly recommended that the permittee install and maintain operable ;
for the life of the project a sewage pumpo'ut facility to service boats with
y holding tanks.. - -
Upland Development
16) The Division of Water Quality authorized this project under Stormwater Management Permit
(SWMP) No. SW8980409 Modification on December 8, 1998. Any violation of this SWMP will
be considered a violation of this CAMA permit.

Jarrett Bay Group, LLC Permit #8-96
Page 4 of 4
A,IAL CONDITIONS
NOTE: An Erosion and Sedimentlio on of will be required for this project.
This plan must be filed at le ti 8fy ) da ' s prior the beginning of any land- .
disturbing activity. Submit tlu to I)ep ent of Environment and
Natural Resources, Land Quality Se tiop;127 azdinal Drive Ext., Wilmington,
NC 28405-3845.>`
NOTE:.. The fill in wetlands, .or waters, delineated ' e r Ian was authorized by the
Division of Water Quality on October 26, der General Water Quality
Certification No. 3112.

JAMES B. HUNTJR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
December 11, 1998
Jarrett Bay Group, LLC
530 Sensation Weigh
Beaufort, NC 28516
Dear Sirs:
The enclosed permit constitutes authorization underthe Coastal AreaManagementAct, andwhereapplicable,
the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is
retained by you and it must be available on site when the project is inspected for compliance. Please sign both the
original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding
means you have waived your right of appeal described below.
Ifyou object to the permit or any ofthe conditions, you may request a hearing pursuant to NCGS 113A-121.1
or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of
Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27611, [phone] within twenty (20) days ofthis
decision on your permit. You should also be aware that if another qualified party submits a valid objection to the
issuance ofthis permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal
Resources Commission makes the final decision on any appeal.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work must be
carried out in accordance with your application. Modifications, time extensions, and future maintenance require
additional approval. Please read your permit carefully prior to starting work and review all project plans, as
approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully
understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we request
that you complete and mail the enclosed Notice Cardjust prior to work initiation. However, if questions arise
concerning permit conditions, environmental safeguards, or problem areas, you may contact Departmempersonnel at
any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally
important coastal resources.
Very sincerely,
John .Parker, Jr. r
Major Permits Processing Coordinator
JRPJr/amw
Enclosure
P.O. BOX 27667, RALEIGH, NC 27611-7687 /2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONC 919-733-2293 FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -SO%RECYCLED/109e' POST -CONSUMER PAPER

v
Permit Class
MODIFICATION/MAJOR
STATE OF NORTH CAROLINA
Department of Environment and Naiural Resources
and
Coastal Resources Commission
hermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling.pursuant to NCGS 113-229
Permit Number
8-96
Issued to Jarrett Bay Group, LLC, 530 Sensation Weigh, Beaufort, NC 28516
authorizing development in Carteret County at Core Creek (AIWVV), N. Of Eastman Creek,
off of SR1162 as requested in the permittee's application dated 9/3/98 including attached work
plan drawings ...., "Core Creek Project' .... dated 9/2/98 and "Project Narrative" dated 9/1/98.
This permit, issued on — \\ —'�W , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void.
1) This permit modification authorizes: a) Travel Lift Bay expansion w/bulkheading, b) additional
parking, c) nine (9) boat docking and other amenities as depicted in the work plan dated 9/2/98.
2) This permit should be attached to the Transfer of Permit No. 8-96 dated 4/17/98, the major
modification dated 6/2/98, the minor modification dated 9/28/98, the minor modification dated
10/27/98 and any subsequent letters of refinement. All conditions and stipulations of the listed
authorizations remain in force under this major modification unless altered herein.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the
issuing date. An appeal requires resolution prior to work
initiation or continuance, as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not
covered hereunder requires further Departmental approval.
All work must cease when the permit expires on
December 31,1999
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina
Coastal Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
—� Donna D.Moffitt,Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Pemittee

Jarrett Bay Group, LLC
ADDITIONAL CONDITIONS
Travel Lift Basin
Permit #8-96
Page 2 of 4
3) 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.
4) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the
structure.
5) 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 landward
of the permitted bulkhead, except for that which may be required for the construction of the
bulkhead wall, riprap, deadmen cables, etc.
6) 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 work plans.
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.
Docking Facility Construction
7) An Easement from the Department of Administration is required for construction of the docking
facility in public trust water. Contact is the State Property Office at 919/733-4346.
8) 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.
9) 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.
10) 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.

Jarrett Bay Group, LLC - Permit #8-96
Page 3 of 4
ADDITIONAL CONDITIONS
11) No portion of the structures will be located closer than 80 feet to the near bottom edge of the AIW W
channel. An as built survey must be submitted to the Corps of Engineers within 30 days of the
completion of the permitted work in order to assure "compliance with this permit condition.
Docking Facility Operation
12) No sewage; whether treated of untreated, shall be discharged at any time from boats using the
docking facility. Any sewage discharge at the docking facility shall 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.
13) 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 or injury to the authorized structure
or work which may be caused from existing or future operations undertaken by the United States in
the public interest.
14) 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 public's right to free navigation on all navigable waters of the
United States.
15) Approval of the project was based on our determination that there would be no obstruction to
navigation: Under conditions existing in the Atlantic Intracoastal Waterway (AIW W), a possibility
exists that the project may be damaged by wave wash from passing vessels. Unreasonable slowing
down of vessel traffic cannot be required because it nullifies the navigational benefits on which the
AIW W was justified. Issuance of this permit should not be considered as relieving the permittee of
taking proper steps to insure the structure and moored boats will not be damaged by wave wash
normally to be expected in the AIW W.
NOTE: It is strongly recommended that the permittee install and maintain operable
for the life of the project a sewage pumpout facility to service boats with
holding tanks.
Upland Development
16) The Division of Water Quality authorized this project under Stormwater Management Permit
(SWMP) No. SW8980409 Modification on December'8, 1998. Any violation of this SWMP will
be considered a violation of this CAMA permit.
C

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. 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: CAMA/ 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]
DREDGED FHT-F.D TNCORP
(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.

I
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 manufacturingtoffice 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 -T 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

Boatworks
Custom Sporyishermen
September, 1 1998
CORE CREEK PROJECT CAMA PERMIT NARRATIVE
Inc.
SEP 0 3 1998
On March 30'", 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. Then final report will be forwarded, feel
P.O. BOX 280 • MARSHALLBERG, NC 28553-0280 • PHONE [phone] • FAX [phone]

SFP 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 Lary Baldwin (Land Management Group,
Inc.) and approved by the USACOE (Mickey Sugg, 6/12/98).

Form LC1v1-MP-1
APPLICATION SEP 0 3 1998
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Jarrett Bay Group, LLC
Address 1290 Marshallberg Road
City Marshallberg State NC
Zip 7gu1 Day Phone( 252)v2c)_1661
or(252)728-2690
Fax (952) 724_1 442
or [phone]
b. Authorized Agent:
Name Randall C. Ramsey
Address 1 290 Marshallberg Road
City marshal lherg State NC
Zip 28553 Day Phone ( 252) 729-1 661
or [phone]
(252)724_1442
or [phone]
c. Project name (if any) core Creek Project
NOTE: Perrrut %VJ be issued in name of lanrdo er(s), and/or
project Mme.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret County
I -
City, town, community or f Beaufort 6. miles North o , NC
c. Street address or secondary road number
$g 1242, 530 Sensation Weiah
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 Barclge Basin
- Bulkhead s
- 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 #8-91
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 project is
to: (1) Expand the existing high
ground basin 100'x32'
to service a
200 ton
travel litt,rove
e
parking
and service store adjacent
to the basin, an 3
Provi e a
boardwalk15oardwalk
and 9 slips
to accomoclate
vessels
that Jarrett
Bay Boatworks
service.
Consult the
Droject
narrative for details.
Revised 03/95

Form DCM-MP-1
4. LAND AND RATER
CHARACTERISTICS
a. Size of entire tract 27.67 AC +/-
one single lot to
b. Size of individual lot(s)cPrvi re .Tarret_t Bay
Boatworks, Inc.
c. _ Approximate elevation of tract above MHW or
NWL +8' above M+/W
in. Describe existing wastewater treatment facilities.
Temporary basis: Pump -Haul permit
permit No. WO0015333
Permanent basis: Municipal Sewer
Town of Beaufort, NC
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.) S tormwater and
surface runoff. No industrial
commercial effluent disc arge and
d. Soil type(s) and iexture(s) of tract n•
Altavista and Tomotley. Sandy gravel
fill/sandy clay loam/moltted clay
e. Vegetation on tracfdooded pine and costal
marsh
f.
Power wash water is re acne on -site
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 ex ension
to the parcel.
Man-made features now on tract 3 buildings that
total @60, 000 S4.FT/paved parking lot 5. ADDITIONAL INFORMATION
gravel fill open yard existing high
g wi ogriglrebaF-AA Land Use Plan land
classification of the site? (Contuu the local !md axe per.)
Conservation
Developed
X Rural
Transitional
Community
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
(Anach zoning conpliance certificate, ifapplimble)
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 Mat is.
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 7I.0203 for a
has detailed description.)
1. Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other
If yes, has a delineation been conducted? The 404
(Anach documenmion, ifavailable)j urisdictional
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
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 PERNIISSION
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 ;n 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 Wave Creek Roact
grant permission to representatives of state and federal
Phone Beaufort, NC [phone]
review agencies to enter on the aforementioned lands in
map No.639903428940
connection with evaluating information related to this
Name White Water Development Group,LLCermit application and follow-up monitoring of the
Address _ 1 804 Arendell St.,
P ro ect.
Phone Morehead City, NC [phone]
I further certify that the information provided in this
Name
application is truthful to the best of my knowledge.
Address
Phone
This is the day of St�19�.
,
• A list of previous state or federal permits issued for
_
work on the project tract. Include permit numbers,
Print Name Randall C. Ramsey,
permittee, and issuing dates. CAMA Permit #210-85,
12/10/85;Morehead precast/LAMA Permit
M
Signature 114
28-96, 1 /96; AW+1 corporation/CAMA
Permit #8-96 major modification;Jarrett
,/,3
Bay a,0tVb h,0n`$dmtormwater Permith
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 U land Develo ment
• 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.
P P
X DCM MP -I Structures Information
_ DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.

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 completeall
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.
Access
channel
'(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Average F W
Existing Project
Length Width Depth Depth
100'
217"
Land
+6'
_7 to
_8.25
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 956 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 :
a. Location of disposal area on —site disposal
into existing dredge spoil site
b. Dimensions of disposal area200' x 350' x 1 2'
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
Revised 03195

Form DCh1-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, 0 n ,�'�
(1) Amount of material'to be placed in the
water NA
(2) Dimensions of fill area NA
(3) Purpose of fill NA
b.
Will fill material be placed in coastal wetlands
3.
SHORELINE STABILIZATION
(marsh), SAVs or other wetlands?
Yes X No
If yes,
a.
Type of shoreline stabilization
(1) Dimensions of fill area NA
x Bulkhead Riprap
(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.
fiow will excavated or fill material be ke t.on si e
e.
Shoreline erosion during preceding 12 months
and erosion controlled? Standard seaimenVatiot
NA
control practices will be exercised
(Source of information)
(turbitity curtain sediment c o h/etl
an plug during cons ruc ion will
f.
Type of bulkhead . r riprap material Steel sheet
reduce sectiment influx arid turbtdity
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-T-5fS
Date

Form DCDI-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
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 buildings, facilities, units or
structures proposed 1 Building (100' x28' ) , 29
parkin s aces, 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
k.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. Parking-10, 602 SF+/—
Otj Bldcr.-2,800 SF+/—, Deck-15,351 SF+/-
2-41cZo` DkeA, wi:W of uAAIuKwAD Ago
If the proposed project will disturb more than one OLVIL
acre of land, the Division of Land Resources must 14 P —
receive an erosion and sedimentation control plan at gyp/
least 30 days before land disturbing activity begins. V 10.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No pll�
If yes, date submitted NA In.
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, 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%
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.
pal Municidisposal to the
Town o Beau or
Have the facilities described in Item i. above
received state or local approval? Both
(Anach appropnme 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 dischar es).
Surface runoff/stormwatrr runoff
in order with existing s ormwa er
poiIution 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 Proiec�
Applirmt or Pryyect N�
Signature
I1
1-3 -19
Date
Revised 03/95

Form DCNI-1fP4
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- Commerci —Community Private
(2) Number OL q27-
(3) Length 200' , 150 , 25' CL
(4) Width 6'
(5) Finger Piers X yes _No
(i) Number 9
(ii) Length 20
(iii) Width 31
(6)
(7)
(8)
e. Mooring buoys
1✓
tV
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
10
SEP 0 3 1998
(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
Mooring structure (boatlift, ooring pilings, tc.)
(1) Commercial _ o Private
(2) umber
(3) Length
(4) Width q (ZZ
g. Other (Give complete description)
ro ert li 400' from North Line 300'f S th ro ert line
p p y nes
(9) Width of water body _500' Adams Creek,
rom ou p p y
1 00' wide basin
(10) Water depth at waterward end of pier at
MLW or NWL -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
(2) Length(s)
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

SEP.-16'98STUE) 14.1U UEHNK GU51AL MUM' I1L:919 130 141jJ r.UUI
ATTACHIWhTi' A
PRQiFCT DESCRIPTION -Jarrett Bay Boat Works, Inc -
The project calls for the installation trailer mounted pumpout system Exstar Sani-Station model
S8300TG (Changes in equipment/model/design subject to mutual agreement between the
Department and Contractor). The pumpout will discharge to the City of Beaufort wastewater
treatment system, be available Monday through Saturday from 8-.00 am - 5:00 pm with a $5.00 fee
for use.
RoBt-it° Fax Note r671
S fi

11
pIII x it a i
II 11it
y p 11 i it �i
11
u It n
II
11 11 11 II
yh 11 5 i1 0� ry
p
err �I s IY=--
SE Q 3 1999
a o
11 x li
If
x Core
If 7
FiOA
aN � W
♦ 11 p• 11 �B` •B /O x
11 \\\ 'I• BargLanding ,
NFS tl
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it
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If
n
iti
�£ --
e
s1 'IA •� `'• IDIf
li
c of 19
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x as I F i-
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it
°I c:9.r D I Mud # ldl
a.
B-�
all "
LE CORE CREEK QUADRANGLE
i•
� NORTH CAROLINA
7.5 MINUTE -SERIES (TOPOGRAPHIC)
SCALE 1:24 000 0 1 MILE
1000 0 10_DO 2000 3D00 4000 5000� FEET
0 1 KILOMETER -
Ak I_
CONTOUR INTERVAL 5 FEET
NATIONAL xe 1156 — SHORELINE SHOWN REPRESENTS THE APPROXIMATE LINE OF MEAN HIGH 1165
GEODETIC VERTICAL DATUM OF 1929
1 WATER
THE AVERAGE RANGE OF TIDE IS APPROXIMATELY 2.5 FEET
_ • ` _'�_ — j „ at
W � 9
H 4

RECEIVED DIVISION OF COASTAL MANAGEMENT
S"p 2 9 1998 �NATTPPLICATION TRANSMITTAL AND PROCESSING RECORD
' A)AP . iiett Bay Boatworks, LLC/Randall Ramsey County: Carteret
LOCATION OF PROJECT: 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.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: September 22, 1998
FIELD RECOMMENDATION: Attached: Y To Be Forwarded: N
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE: Tere Barrett DISTRICT OFFICE: Morehead\
DISTRICT MANAGER REVIEW:
B) DATE APPLICATION RECEIVED IN RALEIGH: 9 _ a 9-92' FEE REC'D:$ =.Eo
PUBLIC NOTICE REC'D: END OF NOTICE DATE: \ 0 _a.-D
ADJ. RIP. PROP NOTICES REC'D: V DEED REC'D:�
APPLICATION ASSIGNED TO: ON: \ o
C) 75 DAY DEADLINE: d 150 DAY DEADLINE:
MAIL OUT DATE: /D — -/ STATE DUE DATE: �� ' g �—
FEDERAL DUE DATE: %] — �} FED COMMENTS REC'D:
PERMIT FINAL ACTION: ISSUE DENY DRAFT ON
AGENCY
DATE COWENn
RMURNED
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
—
Division of Community Assistance
Q —�
Land Quality Section
Division of Water Quality
Storm Water Management (DWQ)
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Division. of Water Resou
h
Division of Marine Fisheries
p
— — q I
Submerged Lands MF
ILLL—L

Please use this card to schedule a pre -construction
conference immediately BEFORE you begin work on
your permitted project.
The pre -construction meeting will give you the
opportunity to discuss permit conditions, construction
techniques and any questions you may have with a
Coastal Management representative. This will enable
you to proceed with your project as quickly and
smoothly as possible.
When you are ready to begin construction, fill out this
card and mail it to the Division of Coastal
Management at the address on the reverse side.
Thank you. q
Permit number: 00,
(f,/
Expiration
Issued to:
Contact F
Telephone number: wL -z ' lis -
Project starting date: (7 it,
I l i 1) I

J4 Si -A
a
Builder & Broker of Fine Sportfishing Bo#s p •1
r n ul
Z — v
December, 15 1998
co
Dan Sams z
-i l7
127 North Cardinal Drive
Wilmington, NC 28405-3845
Dear Dan,
Jarrett Bay Group, LLC was issued a major modification to CAMA Permit #8-96 on December 111b'
1998_ This modification to the existing permit was for development consisting of : high ground expansion (110'
x 327), nine (9) boat slips, 286' boardwalk (6' wide), and a 2,800 SQ. FT. building with 29 parking spaces. The
entire footprint of all proposed development totals 14,829 sQ. FT_ (well less than one acre). I have enclosed a
copy of the site plan for your review.
I have also enclosed a copy of the CAMA Major Modification to Permit 98-96. Note page 4 of the
permit; note number one of the additional comments states that an Erosion and Sedimentation Control Plan will
be required for this project Please clarify the need for such a plan, and don't hesitate to call with questions or
request for additional information.
Sincerely,
Mason Cox
Environmental Project Manager
Copy to: John Parker
530 SENSATION WEIGH • BEAUFORT, NC 28516 • PHONE [phone] • FAX [phone]
WEB SITE wJarrettbaycom • E-MAIL [e-mail]

12/09/1998 10:38 910-350-2004 NCDEH PAGE 02
State"of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. Randy Ramsey, President
Jarrett Bay Boatworks
530 Sensation Weigh Road
Beaufort, NC 28516
Dear Mr. Ramsey:
t4QFtTH CARoLlNA DEPARTIENT OF
ENVIRONMENT AND NATURAL RESOURCf=5
December 8, 1998
Subject: Permit No. SW8 980409 Modification
Jarrett Bay Boatworks
Redevelopment Stormwater Permit
Carteret County
The Wilmington Regional Office received the modification to the Stormwater Management Permit Application for Jarrett
Bay Boatworks on November 18, 1998, with final information, received on December 3, 1998. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title 15A NCAC 2II .1000. We are forwarding Permit No. SW8 980409 Modification, dated December 8, 1998, for the
construction of Jarrett Bay Boatworks.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed with u;e
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made tni;
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either me or Linda Lewis
at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\980409.DEC
cc: Ron Cullipber. Y.E.
Katrina Marshall. Carteret County Inspections
Wilmington Regional Office
Central Files
Linda Lcwis
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone[phone] FAAX910-350.2004
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post.consumer paper

12/09/1998 10:38 910-350-2004 NCDEH PAGE 03
State Stormwater Management Systems
Permit No W8 980409�jv odidutiM
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
REDEVELOPMENT PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Randy Ramsey, President
Jarrett Bay Boatworks
Carteret County
FOR THE
redevelopment of existing impervious surfaces in compliance with the provisions of 15A NCAC 211.1000
(hereafter referred to as the "stormwater rules") and the approved storm,water management plans and
specifications, and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for Jarrett Bay Boatworks.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the followirb
specific conditions and limitations:
1. DESIGN STANDARDS
1. The proposed built -upon area is 16,681 acres, which is less than the 16.685 acres that previously existed.
2. All redeveloped areas of the site must be located within the existing impervious area footprint. This
includes the powerwash facility.
3. The new impervious area created by the parking lot and building for the ship's store by the marina must
be offset by a removal of a portion of the existing gravel area in the vicinity totalling approximately
15,760 square feet, as shown on the approved plan.
4. Approved plans and specifications for projects covered by this permit are incorporated by reference and
are enforceable parts of the permit.
2

12/e9/1999 10:39 910-350-2994 NCDEH PAGE 04
State Stormwater Management Systems
PermitNo SW8 980109 Modification
II. SCHEDULE OF COMPLIANCE
The permittee shall at all times provide adequate erosion control measures in conformance with the
approved Erosion Control Plan.
2. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
The permittee shall construct the stormwater control measures as shown on the approved plans.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the pernlitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semi-annual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Debris removal and unclogging of outlet structure, orifice device, catch basins and piping.
The following items will require a modification to the permit:
a. Aay revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
The Director may determine that other revisions to the project should require a modification to the permit.
The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified is the notice, the permittee shall submit a
written time schedule to the Director for modifying the site to meet minimum requirements. The penmittee
shall provide copies of revised plans and certification in writing to the Director that the changes have been
made.
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division of Water Quality, in accordance with North Carolina General
Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for
a permit modification, revocation and reissuanee, or termination does not stay any permit condition.

12/09/1998 10:38 512-350-2004 NCDEH PAGE 05
State Stormwater Management Systems
Permit N9,5W8 980409 odific to ion
4. The issuance of this permit does not prohibit the Director from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 15A of the North Carolina Administrative Code, Subchapter 211.1000; and North
Carolina General Statute 143-215.1 et, al.
The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any additions, deletions or redesign of the
previously permitted amount of built -upon area proposed regardless of the size of the modification.
6. The permit is not transferable to any person except after notice to and approval by the Director. The
Director may require modification or revocation and reissuance of the permit to change the name and
incorporate such other requirements as may be necessary. A formal permit request must be submitted to
the Division of Water Quality accompanied by the appropriate fee, documentation from both parties
involved, and other supporting materials as may be appropriate. The approval of this request will be
considered on its merits, and may or may not be approved.
7. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state and
federal) which have jurisdiction.
8. The permittee grants permission to DENR Staff to enter the premises for purposes of inspecting the
facility.
Permit issued this the 8th day of December, 1998.
NORTH CAROLINA ENVIRONMENTAL- MANAGEMENT COMMLSSION
----------------
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980409 Modification

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 1, 1998
Regulatory Division
Action ID No. 199900251
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
RF CEI E®
,041998
COASTALMANAGEMENT
Reference the application of Jarrett Bay Boatworks for a Department of
the Army permit to expand an existing boat basin and construct piers, in
addition to previously requested work, on the Intracoastal Waterway (Core
Creek) north of Beaufort, Carteret County, North Carolina.
The Federal agencies have completed review of the proposal as presented
by the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization: - -
1. All work authorized by this permit must be performed in strict
compliance with the permit plans.
2. No excavated or fill materials will be placed at any time, including
temporarily, in any vegetated wetlands or waters.
3. 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 or injury to the authorized structure or work which
may be caused from existing or future operations undertaken by the United
States in the public interest.
4. 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. Use of the permitted activity must not interfere with the
public's right to free navigation on all navigable waters of the United
States.
S. Approval of the project was based on our determination that there
would be no obstruction to navigation. Under conditions existing in the
Atlantic Intracoastal Waterway (AIWW), a possibility exists that the project
may be damaged by wave wash from passing vessels. Unreasonable slowing down
of vessel traffic cannot be required because it nullifies the navigational
benefits on which the AIWW was justified. Issuance of this permit should not
be construed as relieving the permittee of taking proper steps to insure the
structure and moored boats will not be damaged by wave wash normally to be
expected in the AIWW.
6. No portion of the structures will be located closer than 80 feet to
the near bottom edge of the AIWW channel. An as built survey must be
submitted to the Corps of Engineers within 30 days of the completion of the
permitted work in order to assure compliance with this permit condition.

Questions or comments may be addressed to the undersigned at telephone
[phone].
Sincerely,
aKRich
Project Manager
Wilmington Field Office
Copies Furnished:
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. John Hefner, Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
Atlanta Federal Center
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. M. Ted Tyndall, District Manager
Morehead City Regional Office
North Carolina Division of
Coastal Management
Hestron Plaza Two
151-B Highway 24
Morehead City, North Carolina 28557
2

SENT BY:Wilmington District
y
;11-30-98 ; 16:39 ; USACE-Reg. 8ranch� 919 733 1495;9 t
Regulatory Division
Action ID No. 199900251
November 30, 1998
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Poet Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker;
Reference the application Jarrett
the Army permit to expand existst Bay Boatworka for a Department of
addition to previously reqveing boat basin and construct piers, in
Creek) north of Beaufort, atefl work, on the Intracoastal Waterway (Core
Carteret County, North Carolina.
The Federal agencies have completed review of the proposal as presented
by the application and your field investigation report,
We Commend that the followin authorizations
g o nD ditions be included in the state
�a 1, All work authorized by this permit muat compliance with the permit plane. be performed in
k
!g
)S
strict
2. No excavated or fill materials will be placed at any time,
temporarily, in any vegetated wetlands or waters. including
proposed 3. This permit dose not authorize the Federal tinterference with any existing or
and
compensationfor damageorthe permittee will not be entitled to
may be caused from existing or futuretoperathon®autZundertakenby ror work which
Staten in the public interest.
ted
4. No attempt will be made by the permittee to prevent the full and
free use by the public of all navigable water9 at or adjacent to the
authorised work. Use of the permitted activity must not interfere with the
publics right to free navigation on all navigable waters of the United
States.
S. Approval of the project was based on our determination that there
would be no obstruction to navigation. Under Conditions existing in the
Atlantic Intracoastal Waterway (AIWW), a Possibility exists that the project
may be damaged by wave wash from passing vessels. of vessel traffic cannot be required because Unreasonable slowing down
which the AIWW was justified. it nullifies the navigational
be construeue
benefits Issuance of this permit should not
d as relieving the permittee of taking proper steps to insure the
Structure l not be d
and moored boats will expected in the AIWW, by wave wash normally to be
I) 6• No portion of the structures will be located closer than BO feet to

btN1 dY;Wilmington Uistrict
ill-du-H ; lb;�; USRUh-K09, drancny y1y '13J 14y5;A 6
the near bottom edge of the AIWW channel, An as
submitted tq the corps of Engineers within 0
of
Permitted work i built survey must be
n order to assure compliance with9thisthe
completion Of
Questions or comments permit condition,
the
(S10) 2g1a4636, y be addressed to t
may
he undersi
Copies Furnished;
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creak Road
Raleigh, North Carolina 27607
Mr. John Hefner, Field Supervisor
U.B. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726 Raleigh, North Carolina 27636-3726
Mr, Larry Hardy
National Marine PivQrs Fisheries service
Island
Beaufort, North Carolina 28516
Mr, William L, Cox, Chief Wetlands Section - Region IV
Water Management Division
Atla
tl, Environmental Protection Agency
nta Federal center
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. M, Ted Tyndall, District
Morehead City Regionl Office
Manager
a North Carolina Division of
Coastal Management
HBetron Plaza Two
151-8 Highway 24
Morehead City, North Carolina 28557
gned at telephone
Sincerely,
Jeffrey H. Richter
Project Manager
Wilmington Field Office

Dec 07 98 04:02p Jarrett Bag Boatworks
1-252-728-2607 p.2
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
November 25, 1998
Mr. Ron Cullipher, P.E.
Stroud Engineering
151-A Highway 24
Morehead City, NC 28557
NCDENR
NORTH CAROWNA DEPARTME"T 0-
ENVIRONMENTANON¢TtJRA�.F.E5.-,
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
— .—..-- Stormwater-Project No. SW8 980409 Modification
Jarrett Bay Boatworks
Carteret County
Dear Mr. Cullipher:
The Wilmington Regional Office received a modification to the Stormwater Management Permit Application
for Jarrett Bay Boatworks on November 18, 1998. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
The previous application listed 17.03 acres as the existing development. Now, it appears that 1€ Fc
acres is existing. Please explain this discrepancy. Revise the application as necessary to indicate -,
total existing built -upon area,(existing-17.03 acres? 16.865 acres?) and what will be the total bui1-
upon area when the project is done (proposed-17.0255 acres? 16,861 acres?). The manipulation of
numbers to achieve compliance is not an acceptable policy.
2. Please provide existing and proposed spot elevations and contours for the new parking area.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to December 28, 1998, or the application will be returned as
incomplete, The return of a project will necessitate resubmittal of all required items, including the application fee. The
Division is allowed 90 days from the receipt of a completed application to issue the permit. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
�6KO;�'
Ms, Linda Lewis
Environmental Engineer
RSS/art: S:\WQS\STORMWAT\ADDINPO\980409.NOV
cc: Linda Lewis
Randy Ramsey
Central Files
127 Cardinal Dr. F,Yr

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
November 16, 1998
IN REPLY REFER M
Regulatory Division
Action ID No. 199900251
Mr. Randall Ramsey
Jarrett Bay Boatworks
1290 Marshallberg Road
Marshallberg, North Carolina 28553
Dear Mr. Ramsey:
NOV 16 1998
COASTAL MANAGEMENT
On February 11, 1991,-we renewed general permit No. 198000291 (copy
enclosed), which provides Federal authorization for construction activities
that receive authorization from the State of North Carolina.
A review of your application received November 6, 1998, for Department
of the Army authorization to expand an existing boat basin and construct
piers, in addition to previously requested work, on the Intracoastal Waterway
north of Beaufort, Carteret County, North Carolina, indicates it to be a
candidate for Federal authorization under this general permit. Accordingly,
the administrative processing of your application will be accomplished by the
North Carolina Division of Coastal Management. Comments from Federal review
agencies will be furnished to the State.
If your application must be withdrawn from this general permit process
for any reason, you will be informed regarding its further management. If
there are no unresolved differences in State -Federal positions or policies,
the final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act,
has been assigned Action ID No. 199900251. It will be coordinated by the
undersigned available at telephone [phone].
Sincerely,
Jeffrey H. Richter
Project Manager
Wilmington Field Office
Enclosure

Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Mr. John Hefner, Field Supervisor
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Cox, Chief
Wetlands Section - Region Iv
Water Management Division
U.S. Environmental Protection Agency
Atlanta Federal Center
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. M. Ted Tyndall, District Manager
Morehead City Regional office
North Carolina Division of
Coastal Management
Hestron Plaza Two
151-B Highway 24
Morehead City, North Carolina 28557

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
November 16, 1998
IN REPLY REFER To
Regulatory Division
Action ID No. 199900251
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
RFCF_IVED
NOV 16 1998
;OASTALMANAGEMENT
Reference the application of Jarrett Bay Boatworks for Department of the
Army authorization and a State Water Quality Certification to expand an
existing boat basin and construct piers, in addition to previously requested
work, on the Intracoastal Waterway north of 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
10 of the Rivers and Harbors Act, but due to the proposed excavation, 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 January 5, 1999, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned at telephone
[phone].
Sincerely,
Jeffrey 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

f
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
1/l sZ y e''' 1 i•
.JAM ES B. HUNT Jrt?�+L'
DIVISION OF COASTAL MANAGEMENT
vvober 5, 1998
VkV 90* �
MEMORANDUII� P�MANPG1,0
G0
TO: Ms. Linda Sewall, Director
Division of Environmental Health
FROM: John Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Jarrett Bay Boatworks, LLC/Randall Ramsey
PROJECT LOCATION: 530 Sensation Weigh, off SR1162, Carteret Co.
PROPOSED PROJECT: To expand the existing boat basin and construct docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 26, 1998. If you have any questions regarding the proposed project,
please contact John Parker at 733-2293. When appropriate, in-depth comments with
supporting data are requested.
REPLY This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
P.O. Box 27667, RALEIGH, NC 27611-7687 / 2728 CAPITAL BLVo., RALEIGH, NC 27604
PHONE [phone] FA% 919.733-1495
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER - SOX RECYCLED/10% POST -CONSUMER PAPER

MEMORANDUM
To: John Parker
From: Gina Brookst
Subject: CAMA Appplication Permit Review -Jarrett Bay Boatworks,
LLURanda,I Ramsey
Date: November 17, 1998
The subject project is located in an area which is normally closed to shellfishing °
but under favorable conditions, is opened on a temporary basis to the taking of
shellfish. The nine slip docking facility, as proposed, would not cause closures in
accordance the 15A NCAC 18A MARINAS: DOCKING FACILITIES: OTHER
MOORING AREAS; however dockage at the facility could exceed 10 boats. If this
was to occur, closure would be recommended in accordance with DEH rules. In
addition, it is the recommendation of this division that no overnight live aboards be
permitted at the docking facility and that the staging area not be used as a mooring
area.
cc: George Gilbert
0

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
October 5, 1998
MEMORANDUM LSHELLFISH
u u - 7 1998 TO: Ms. Linda Sewall, Director SANI7A710N
Division of Environmental Health
FROM: John Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Jarrett Bay Boatworks, LLC/Randall Ramsey
PROJECT LOCATION: 530 Sensation Weigh, off SR1162, Carteret Co.
PROPOSED PROJECT: To expand the existing boat basin and construct docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 26, 1998. If you have any questions regarding the proposed project,
please contact John Parker at 733-2293. When appropriate, in-depth comments with
supporting data are requested.
REPLY Thus 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 L�'� 4 x //Ch �'/ Date
P.O. Box 27687, RALEIGH, NC 27611-7687 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -50% RECYCLED/I % POST -CONSUMER PAPER

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
November 6, 1998
U-1
NOV 091998�
Regulatory Division
Action ID.: 199900251 Applicant: Jarrett Bay Boatworks County: Carteret
Waterway: Adams Creek and Eastman Creek Work: Expand Boat Basin, Piers
Mr. Larry Hardy
National Marine Fisheries
Service. NOAA
Pivers Island
Beaufort, North Carolina 28516
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
Atlanta Federal Center
61 Forsyth Street, SW
Atlanta, Georgia 30303
Gentlemen:
Mr. John Hefner, Field Supervisor
Fish and Wildlife Enhancement
U.S. Fish and Wildlife Service
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Pursuant to Action ID No. 198000291, the CAMA-Corps general permit/processing
agreement, a State Field Investigation Report is enclosed. Your comments and/or
recommendations would be appreciated on or before November 30, 1998.
Questions or comments may be addressed to the undersigned at
telephone [phone].
Enclosure
Copy Furnished (without encl):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7689
Sincerely,
H. Richter
Project Manager
Wilmington Field Office
v Mr. M. Ted Tyndall, District Manager
Morehead City Regional Office
North Carolina Division of
Coastal Management
Hestron Plaza Two
151-B Highway 24
Morehead City, North Carolina 28557

Author: "Alida Lewis" <linda [e-mail]> at Internet
Date: 11/5/98 4:00 PM
Priority: Normal
TO: John Parker at NROBA03P
Subject: q%jrrett Bay,
------------------------------- Message Contents ----- -------------------
<bold><bigger>Dear John:
Rick and I met with Mason Cox and the engineers
for the new goings on at Jarrett Bay on October 20.
There will be a new low density subdivision. A
portion of that land area has already been sold off,
so we required two separate permit applications.
The applications have not been received.
Linda </bold><smaller>
<nofill>

NCDENR
= JAMES B. HUNTJR.
GOVERNOR
b`
�CDEVITY
SECRETARY
4'
TO:
FROM:
SUBJECT:
Applicant:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
September 28, 1998
Kathy B. Vinson, District Planner
Division of Coastal Management
John R. Parker, Jr.
Major Permits Processing Coordinator
RECEIVED
NOV 18 1998
COAMM "AkNT
CAMA/DREDGE & FILL Permit Application Review
Jarrett Bay Boatworks, LLC/Randall Ramsey
Project Location: 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.
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 19, 1998. If you have any questions regarding the proposed project,
please contact Tere Barrett at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This office has no objection to the project as proposed.
& h.� cep.
This office has no comment on the proposed project.
This office approves of the project only if the recommended changes
are incorporated. See attached.
This office objects to the project for reasons described in the attached
comments.
SIGNED c wEyl �/*�t�.,� I DATE ZZ �g
MOREHEAD CITY OFFICE
HESTRON PLAZA II 151-B HIGHWAY 24 MO REHEAD CITY NC 28557
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -50%RECYCLED/10 POST -CONSUMER PAPER

MEMO
To: John Parker
From: Kathy Vinson
Subject: Consistency Determination, Major Permit Application, Jarrett Bay Boatworks,
LLC/Randall Ramsey
Date: November 5, 1998
The Jarrett Bay Boatworks project site is located adjacent to Core Creek, off of SR 1162 (Steel Tank
Road), off of Highway 101, approximately 6.5 miles north of the Town of Beaufort, Carteret County. The
applicant proposes to expand an 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. Proposed high
ground development includes construction of an office and service building and associated parking.
Areas of Environmental Concern (AECs) impacted by the proposed work include the Estuarine Shoreline,
Estuarine Waters and Public Trust Areas. Waters at the project site are classified as SA and are closed to
the harvesting of shellfish with occasional conditional openings. The area is not a Primary Nursery Area
I have reviewed this proposal for consistency with the 1991 Carteret County Land Use Plan (LUP)
Update, as amended September 24, 1993 and offer the following comments.
The general area of the project is classified as Limited Transition, while the AECs impacted by the
proposed work are classified as Conservation.
In general, Carteret County allows development in Estuarine Waters and Public Trust Areas which is
consistent with the 7H Use Standards. A few exceptions are found in the Marine Resource Areas policies
of the Land Use Plan, but none of these more restrictive local policies appear to be applicable to this
project.
Policies for Residential, Commercial, and Industrial Development impacts on Resources restrict
commercial and industrial uses in the Estuarine Shoreline to those that are water dependent and which
cannot function elsewhere. The Land Use Plan provides examples of uses which meet this local
requirement. Boat repair and construction facilities are specifically listed in these policies as being
acceptable uses. The Carteret County Planning Office has stated that since the general purpose of the
facility is boat repair and construction, the proposed office and service building can be located within
the Estuarine Shoreline AEC, even if this particular building is not used for boat construction or repair.
The Land Use Plan also informs the reader that zoning exists in portions of Carteret County and that all
uses in the Estuarine Shoreline must be consistent with any established zoning.
Provided all local, state and federal requirements can be satisfied, this proposal appears to be consistent
with the amended 1991 Carteret County Land Use Plan Update.
cc: Charles Jones
Ted Tyndall
Tere Barrett
Katrina Marshall

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:
4�•
1�..i•�� ft
NCDENR
NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 26, 1998
Carteret County
WQC 401 Project # 981012
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 in Core Creek, as you described in your application
dated October 12, 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 specified 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 NCAC 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 Denney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Mr. John Domey
Central Files
John Parker; DCM
p',
n Howard, Jr. P.E.
RECEIVED
140V 0 31998
COASTAL MANAGEMEW
981012.ltr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
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F?1. 4
�MIEVC1!IK
1:•:Ji:i]. :[tom
JAMES B. HUNTJ,_
MEMORANDUM
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
October 5, 1998
TO: Ms. Renee Gledhill -Early
Environmental Review Coordinator
Division of Archives and History
FROM: John Parker, Jr.
Major Permits Processing Coordinator
RECEIVED
OCT 2 71998
COASTAL MANAGEMENT
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Jarrett Bay Boatworks, LLC/Randall Ramsey
PROJECT LOCATION: 530 Sensation Weigh, off SR1162, Carteret Co.
PROPOSED PROJECT: To expand the existing boat basin and construct docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by October 26, 1998. If you have any questions regarding the proposed project, please
contact John Parker at 733-2293 when appropriate, in-depth comments with supporting data are
requested.
REPLY This agency has no objection to the project as proposed.
V_ 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.
SignedL�� JJA Date /d ZG
P.O. Box 27687, RALEIGH, NC 27611-7687 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]D6
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
©1�► September 28, 1998
NCDENR RECEIVED
MEMORANDUM: OCT 2 8 1998
JAMEs B. HUNTJR.
GOVERNOR TO: Mr. A. Preston Howard, P.E.; Director COASTAL MANAGEMENT
Division of Water Quality
FROM: John R. Parker, Jr.
WAYNE MCDEVITT Major Permits Processing Coordinator
SECRETARY
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
DONNA D. MOFFITT Applicant: Jarrett Bay Boatworks, LLC/Randall Ramsey
DIRECTOR
Project Location: 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.
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 19, 1998. If you have any questions regarding the proposed project,
please contact Tere Barrett at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments. e p
SIGNED _09 DATE r6
M OR EHEAD CITY OFFICE
HESTRON PLAZA II 151-B HIGHWAY 24 MOREHEAD CITY NC 28557
PHONE [phone] FAX 2S2-247-3330
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' To: John Dorney
Environmental Sciences Branch
DIVISION OF WATER QUALITY
MMIT APPLICATION REVIEW
REVIEWER: STEENHULST"
WQ SUPERVISOR: SHIVER
DATE: October 20, 1998
WETLAND INFORMATION FOR CENTRAL OFFICE. TR ACUINf
PERMIT YR: 98 PERMIT NO.: 981012 COUNTY: Carteret
PROJECT NAME: Jarrett Bay Boatworks, LLC/Randall 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:
C�1
h
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 DISPOSAT.
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/WE
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

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.)
RECDAIM II MED CONDMONS OR PERM FS 7 TIONS• 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-Tere Barrett
John Parker

State of North Carolina
Department of Environment
and Natural Resources
Division of Marine Fisheries
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Preston P. Pate, Jr., Director
October 16, 1998
MEMORANDUM
A1P
. ten►
NCDENR
NJ T-.. C�AROLINA DEPARTMENT OF
✓:NVMONNIf:N2 ANL) NAm.FAL RLSOURCt5
TO: John Parker, Jr.
Major Permits Processing Coordinator
FROM: P.A. Wojciechowski-/�A
SUBJECT: CAMA/DREDGE AND FILL PERMIT
Jarrett Bay Boatworks, LLC/Randall Ramsey - Carteret County
Attached is the Division's reply for the above referenced project. If you have any questions,
please don't hesitate to contact me.
PAW /bc
permit.\adminVPcpver.It,
P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

GOVERNOR
Ty
r
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
October 6, 1998
MEMORANDUM
TO: P. A. "Ski" Wojciechowski
Submerged Lands Program Director
Division of Marine Fisheries
�No� i4 UI
OCT - 7 W8 l�
ReCEII/El)
OCT 19 1998
FROM: John Parker COASTAL MANAGEMEN7
Major Permits Processing Coordinator
SUBJECT: CAMA/Dredge and Fill Permit Application Review
APPLICANT: Jarrett Bay Boatworks, LLC/Randall Ramsey
LOCATION: 530 Sensation Weigh, off SR1162 (Steel Tank Rd.), adj. Core Creek, Beaufort Co.
PROPOSED PROJECT: To expand the existing boat basin and construct a docking facility.
Please indicate below your agency's position or findings on the proposed project as it relates to
matters of public trust. If you have any questions regarding the proposed project, contact John
Parker at 733-2293 or the DCM field representative for the project. This form should be used
only for tracking and intra-agency commenting.
REPLY L.-The instrument attached to the application covers the project area.
/ tThe instrument is a valid document which conveys property rights.
✓There are no known public trust conflicts. D MIA —
There appears to be public trust conflicts.
It is recommended that changes be made to the project to eliminate
or reduce public trust conflicts as discussed in the attached
memorandum or on the reverse side of this reply.
Signed ✓`" Date �y
P.O. Box 27687, RALEIGH, NC 27611-7687 /2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FA% 919-733-1498
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/,OK POST -CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Marine Fisheries
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Preston P. Pate, Jr., Director
MEMO
To: John R. Parker, Jr.
Major Permits Processing Coordinator
From: David Taylorte
Acting Section Chief of Fisheries Management
Subject: CAMA/DREDGE & FILL Permit Application Review
Jarrett Bay Boatworks, LLC/Randall Ramsey
Date: October 15, 1998
��, ��'rr
NCDENR
Nr. TY CAROL INA IJFTARTMFNT OF
EOPROWENT AND NI,II WM {HESW'iCE9
The North Carolina Division of Marine Fisheries (NCDMF) has reviewed the application for
work proposed by the Jarrett Bay Boatworks and reviewed the Comments and Recommendations of
T. Barrett of CAMA. This agency agrees with these recommendations, especially pertaining to the
prevention_of amend blasting residue and/or other facility waste from entering the adjacent waters due
to the occasional opening of this area to shellfish harvest. This agency recommends aproval of this
project if measures to prevent facility waste runoff are used.

V MAtis'H
\.% g4e f- ,t-
L!}i✓of ai4sT ail /d20?iiC-/•C1a
Z 0"j- Sift �l0 /"if �cc7 i ✓ P Alf r-e

e.J
NCDENR
JAMES B. HUNTJR.
GOVERNOR
WAYNE MCDEv1Tf
SECRETARY
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
September 28, 1998
Mr. Preston P. Pate, Jr., Director
Division of Marine Fisheries
John R. Parker, Jr.
Major Permits Processing Coordinator
r, -SIP 1219 = �'.
DhIF 41-AB ! LT
CAMA/DREDGE & FILL Permit Application Review
Jarrett Bay Boatworks, LLC/Randall Ramsey
Project Location: 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.
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 19, 1998. If you have any questions regarding the proposed project,
please contact Tere Barrett at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED 1t%%V1_ , DATE /0-isV
MOREHEAD CITY OFFICE
HESTRON PLAZA 11 151-B HIGHWAY 24 MOREHEAD CITY NC 28557
PHONE [phone] FAX [phone]
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James B. Hunt Jr., Governor
North Carolina
Department of Commerce
March 18, 1998 SEP 0 3 1998
The Honorable Sam Steil, Chairman
Carteret County Board of Commissioners
Courthouse Square
Beaufort, North Carolina 28516
Dear Chairman Steil:
SUBJECT: Grant Agreement
CDBG Project #97-E-0479
Jarrett Bay Boatworks, Inc.
Itis my pleasure to notify you that Carteret County has been awarded a
Community Development Block Gram (CDBG) program award to assist the Jarrett Bay
Boatworks, Inc. project. The award totals $885,750 and, based on your application of
February 2, 1998, will be used for the installation of a water line and sewer force main,
allowing the company to relocate and expand its facilities within the County. The
company will retain its 68 current employees, as well as create a minimum of 52 jobs as a
result of the project. At least sixty percent (60%) of the new jobs will be provided to low
and moderate income persons.
Under CDBG regulations, no project activities can begin and no CDBG funds may
be obligated or spent until the following conditions are fulfilled:
1. The Grant Agreement is accepted as offered or amended.
2. The Funding Approval is approved and returned to us.
3. Three signatory forms are executed.
4. A State Electronic Payment System form is completed and returned.
5. A mutually acceptable Legally Binding Commitment is executed by both the
county and the company.
3Ct North Wilmi:--ton Spec; • ? O. 50X 29571 • RaItIgh. North Carolina 27626-0571
Teh (919) 73.3.4%2 - Fas: (919? 733-8356
1

om K—.o—ao .<:-. I ¢ a r 2
Chairman Stell SEP 0 3 1998
March 18, 1998
Page 2
6. The appropriate time period is allowed for public comment concerning the
Request for Release for Funds.
One executed copy of the Grant Agreement, Funding Approval document and
Electronic Payments form must be returned to the Commerce Finance Center. Two
copies of the completed Signatory form must also be returned. When these and any other
grant award conditions are met, we will encumber the federal funds and notify you so that
the County can proceed to incur, obligate and expend project funds as proposed. No
CDBG funds will be disbursed by this office until a Release of Funds Letter is issued
to the County.
Please note on the attached Funding Approval the following special condition that
is included for this grant:
Prior to construction, the County must adequately address the Environmental
Review concerns and obtain the proper permits required by the Division of Water
Quality, the Division of Coastal Management, and the Division of Emergency
Management-NFIP.
Everyone involved in the County's proposal is to be commended for the success of
your application and we look forward to working with you as needed. If you have any
questions regarding this grant offer, please call the Commerce Finance Center at (9I9)
733-5297.
Sincerely,
��V�� _
Rick Carlisle
Acting Secretary
enclosures

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
October 5, 1998
MEMORANDUM
TO: Mr. Charles R. Fullwood, Jr., Director
Wildlife Resources Commission
Attn: Habitat Conservation Program
FROM: John R. Parker
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Jarret Bay Boatworks, LLC/Randall Ramsey
PROJECT LOCATION: 530 Sensation Weigh, off SR1162, Carteret Co.
PROPOSED PROJECT: To expand the existing boat basin and construct docking facility.
Please indicate below your agency's position or viewpoint on the proposed and return this form
by October 26, 1998. If you have any questions regarding the proposed project, please contact
John Parker at 733-2293. When appropriate, in-depth comments with supporting data are
requested.
REPLY This agency has no objection to the project as proposed.
✓/ This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
�� /j�] memo./� r /►
Signed Wes, IitA2dsBr'(ors� ( Date 10-16 —qe
P.O. Box 27687, RALEIGHo NC 27611-7687 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSVMER PAPER

JAMES B. HUNTJR
MEMORANDUM
TO:
FROM:
SUBJECT:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
October 5, 1998
Mr. Joseph H. Henderson, Director
State Property Office
Department of Administration
�os%Nxv
r,o olAll
John Parker, Jr.
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
APPLICANT: Jarrett Bay Boatworks, LLC/Randall Ramsey
PROJECT LOCATION: 530 Sensation Weigh, off SR1162, Carteret Co.
PROPOSED PROJECT: To expand the existing boat basin and construct docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 26, 1998. If you have any questions regarding the proposed project,
please contact John Parker at 733-2293 when appropriate, in-depth comments with supporting
data are requested.
REPLY _ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project, only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
f co ts.
Signed L6�_ Date
P.O. BOX 27687, RALEIGH, NC 27611-7667 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 O% POST -CONSUMER PAPER

Y" f-��.LLyy^S SM1 iW
ry
r.
NCDENR
JFME56. HUNTJR
GOVERNOR
RECEIVED
OCT 13 1998
COASTAL MANAGEMENT
MEMORANDUM
TO:
FROM:
SUBJECT:
1, .
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
October 5, 1998
Mr. L. A. Sanderson, P.E.
Highway Administrator
Division of Highways
John Parker, Jr.
Major Permits Processing Coordinator
OCT 13 1998
COASTAL MANAGEMENT
CAMA/DREDGE & FELL Permit Application Review
APPLICANT: Jarrett Bay Boatworks, LLC/Randall Ramsey
PROJECT LOCATION: 530 Sensation Weigh, off SR1162, Carteret Co.
PROPOSED PROJECT: To expand the existing boat basin and construct docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 26, 1998. If you have any questions regarding the proposed project,
please contact John Parker at 733-2293. When appropriate, in-depth comments with supporting
data are requested.
REPLY / This agency has no objection to the project as proposed.
V 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 D
P.O. 90X 27697, RALEI O H, NC 27611-7667 / 272S CAPITAL 9LVD., RALEION, NC 27604
PHONE [phone] FAX OID-733-1495
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -50% RECYCLED110% POST -CONSUMER PAPER

Dissolved Oxygen Model
Final Report
for
Jarrett Bay Boatworks
Core Creek Facility
P.O. Box 280
Marshallberg, NC 28553
Prepared by
Quaternary Environmental Consultants, Inc.
P.O. Box 423
Carrboro, NC 27510

ernary Environmental Consultants, Inc.
P.O. Box 1601 Carrboro NC 27510
Dissolved Oxygen Model Final Report
October 9, 1998
Quaternary Environmental Consultants, Inc. (QEC) is pleased to present the results for
the Dissolved Oxygen Marina Model assessment of Jarrett Bay Boatworks' Core Creek
facility. Results from the study indicate that dissolved oxygen (DO) concentrations in the
proposed expansion will satisfy state requirements and should not pose an environmental
threat.
Background
The NC Division of Environmental Management conducted a comprehensive study of the
water quality of coastal marinas. Dissolved oxygen (DO) levels were found to pose the
largest water quality threat due to water stagnation and poor flushing, particularly in two -
segment marinas. To address these concerns, a model was developed by NC DEHNR to
predict DO levels in proposed marinas.
Plans for Jarrett Bay Boatworks' new Core Creek Facility include a 3400 ft2 expansion to
an existing 32,000 f12 basin, located along the intercoastal waterway. To comply with NC
Division of Water Quality requirements, Jarrett Bay Boatworks, in association with
Quaternary Environmental Consultants, Inc., collected water quality data to input into the
Two -Segment DO model. Measurements of DO, salinity, conductivity, temperature, pH,
and turbidity were collected by Jarrett Bay personnel at 5 sample locations (see Figure 1)
every two weeks for the duration of the study (June 4, 1998 to October 2, 1998).
' Model Inputs
Although five sites were monitored, only the measurements from the ambient site closest
to the Core Creek basin (Site A3) were used to run the model. The remaining ambient
sites (A 1, A2, A4) were used as up and down stream controls, and the site located within
the basin (M1) was used as a check for the model predictions.
I Phone: [phone] FAX: [phone]

r�
I
r—
I
ID
I
In addition to measured dissolved oxygen levels, the model requires saturated dissolved
oxygen (SDO) and sediment oxygen demand (SOD) values. SDO values were
determined using an oxygen solubility table (see Attachment 2) based on measured
temperature and salinity values, and an atmospheric pressure of 760 Torr. A SOD value
of 1.0 was used in all of the model runs. This value was extracted from the data by
comparing results from the One -Segment Model and the measured results in the basin.
The One -Segment Model most closely predicts the measured DO value in the"basin when
a SOD value of 1.0 is used (see example - Attachment 3).
Results
Results indicate that DO concentrations in the proposed expansion will satisfy state
requirements and should not pose an environmental threat. During all but one sampling
period, the DO concentrations predicted by the model were at or above 5.0 mg/L
(Attachment 4). The only sample below 5.0mg/L was within 0.2 mg/L for both the
marina and channel. These predictions are consistent with the measurements collected at
the sample site located within the basin (MI), as evident in Figure 2. In addition, the
measured DO values from within the existing basin were highly consistent with the
adjacent ambient values measured at site AI (Figure 3).
�1

I
1
Figure 1
Sample Locations

--' - --_ - _ i
i
i
0
M1
0 0 0
Al
A3 A4
0
A2
OSample Location
------ Proposed Expansion
Not to Scale

I
I
Figure 2
Comparison of DO Values for
the Existing Basin and the Model

8.0
i
7.5
k
R 4 = .,hx L ? .ii L .R : : ' 3J? t rt = � k ♦ ' k SE3 3E :.
7.0 \ > l \ k
.... 6.5
6.0
3 _ < \> b ..k _ : ♦ . >. Q �}� t 3 is
O
5.5
= R „k L f isi 3 3 Y F \ RY n 1 3Yt et"'i 311 .'S
yid )Y 3 S -_ � S � � R =,.k � .k k > .'3 L`m �• = l _ k k Q! A \S= �=�„3 k..i`kS
5.0
1> S Y f S 1 ^,
4. 5 t 1 x f
?
4.0
Date
�- Basin Model (Channel) -+- Model (Marina)

! Figure 3
1 Comparison of DO Values for
1i the Existing Basin and Site A3
i

m
7.5
7.0
6.5
6.0
5.5
5.0
SM
6/18/98 7/2/98 7/16/98 7/30/98 8/13/98 8/27/98 9/10/98 9/24/98
Date
Basin Samples -*-Ambient 3 Samples

Attachment 1
IField Measurements

r--,
Marina Site
.- Date Depth DO (mg/L) Conductivity Salinity Cl- Temp pH Turbidity (NTU) ( meter SDO mg/L
NTUmeter) (760 torr)
I
f
6/4198
Averages:
surface
0.5m
1.Om
5.2
5.1
5.2
5.2
44.8
44.9
45.0
44.9
27.3
27.4
27.5
27.4
15.1
15.2
15.2
15.2
27.7
27.6
27.6
27.6
7.6
7.6 10.50
8.83
6118198
Averages:
suface
0.5m
5.9
5.8
5.9
43.2
44.1
43.6
25.6
26.0
25.8
14.2
14.4
14.3
28.9
28.9
28.9
7.7
7.7 0.93
6.62
712/98
Averages:
surface
0.5m
1.Om
4.9
4.9
4.8
4.9
46.B
47.4
46.9
47.0
27.0
27.4
27.3
27.2
14.9
15.2
15.1
15.1
30.4
30.4
30.4
30.4
7.7
7.7 10.25 0.558
6.42
7116198
Averages:
surface
0.5m
1.Om
6.2
6.1
6.1
6.1
48.5
48.4
48.4
48.4
29.0
29.0
29.1
29.0
16.0
16.0
16.1
16.1
29.2
29.2
29.2
29.2
7.8
7.8 9.3 1
=6.47
Averages DO (mg/L) Conductivity Salinity CI- emp pH
Turbidity
5.9 39.4 23.3 12.9 28.5 7.9 10.9SO.851 SD 6.80

i
!Ql Ambient 1 Site
Conductivity Temp Turbidity Seccl SDO mg/L
Date/Depth Depth DO (mglL) (MS) Salinity CI- (degree C) pH (NTU) (meter) (760 Corr)
6I4I98 surlacD 5.3 44.2 27.1 15.0 27.3
D.5 m 5.3 44.5 27.2 15.1 27.3
1m 5.3 44.4 27.3 15.1 27.3
I Averages: 5.3 44.4 27.2 15.1 27.3 7.6 5.75
6118198 surface 5.7 45.8 27.7 15.3 28.4
0.5 m 5.7 45.8 27.6 15.3 28.4
1 m 5.7 45.8 27.5 15.2 28.4
1.5m 5.7 45.6 27.6 15.3 28.4
2m 5.6 45.4 27.3 15.1 28.4
Averages: 5.7 45.7 27.5 15.2 28.4 7.7 1
i
712/98 surface 4.7 51.0 24.8 13.7 30.0
0.5 m 4.6 52.4 31.0 17.2 29.9
lm 4.6 52.5 31.0 17.2 30.0
- 1.5m 4.5 52.4 31.0 17.2 30.0
7116198 surface
6.3
48.3
28.7
15.9
29.2
0.5 m
6.2
48.3
28.8
15.9
29.1
lm
6.2
48.3
28.8
15.9
29.1
1.5m
6.1
48.4
28.9
16.0
29.1
2m
6.1
48.5
28.9
16.0
29.1
2.5m
6.1
48.7
28.8
15.9
29.1
3m
6.1
48.7
29.1
16.1
29.1
Averages:
6.1
49.4
28.9
16.0
25.5 7.8 10.0 1
7130198 surface
6.4
35.7
20.3
11.2
30.0
0.5 m
6.3
35.8
20.3
11.2
30.0
lm
6.3
35.8
20.4
11.3
30.0
1.5m
6.3
35.9
20.4
11.3
30.0
Averages:
6.3
35.8
20.4
11.3
30.0 8 8.06 1.09
8113198 surlace
5.6
37.2
20.5
11.3
29.3
0.5 m
5.6
40.3
23.5
13.0
29.4
lm
5.8
40.2
24.3
13.4
29.4
1.5m
5.4
46.8
27.3
15.1
29.5
2m
5.5
46.8
27.5
15.2
29.4
Averages:
5.6
42.3
24.6
13.6
29.4 7.8 10 1
913190 surface
5.3
29.4
17.0
9.4
28.0
0.5 m
5.2
29.4
17.0
9.4
28.0
1m
4.8
33.1
18.7
10.3
28.1
1.5m
5.3
35.3
20.5
11.5
28.1
2m
5.2
37.1
22.0
12.2
28.1
2.5m
5.1
38.0
22.4
12.4
28.2
Averages:
5.1
33.7
19.7
10.9
28.1 7.6 7.3 0.585
9118198 surface
6.0
43.3
26.8
14.8
26.7
0.5 m
6.0
43.5
27.0
14.9
26.7
1 m
6.0
43.5
27.0
14.9
26.7
1.5m
6.0
43.5
27.0
14.9
26.7
2m
6.0
43.6
27.0
14.9
26.7
2.5m
6.0
43.6
27.0
14.9
26.7
Averages:
6.0
43.5
27.0
14.9
26.7 8 25.5 0.736
1012198 surlace
8.0
19.1
11.2
6.2
25.4
0.5 m
8.0
19.2
11.3
6.2
25.4
lm
7.9
19.2
11.3
6.2
25.4
' 1.5m
7.8
19.2
11.3
6.2
25.4
Averages:
7.9
19.2
11.3
6.2
25.4 0.2 0.711

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�• O.p1A Wlmyll OBIds as ty m Tx pH IMTUI 1e.1x1 (IN 1.1
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wl.0
S5
455
27.5
15.3
27.6
1.6
O.Sm
5.5
45.3
21.6
155
21.5
Im
5.4
453
27.6
155
27.8
1.5m
0.5
452
21.6
155
27A
Zm
5.6
45.3
21,6
155
22.8
2.1
5.6
45.4
27.6
152
27.5
3m
56
45.4
27.6
152
27.8
3.5m
5.5
45.4
27.6
155
27.8
Avx• .:
5.5
45.3
27.6
153
27.2
T.6
15.00
6.675
M856
mrte
6.0
43.0
25.5
14.1
28.6
7.7
1.2
O.S.
5.9
62.9
2S.5
14.1
26.6
tm
5.9
42.0
25A
14.1
25.6
ISm
5.9
42.8
235
14.1
2516
7m
5.9
42.6
25A
14.1
25.6
2.Sm
6.0
42.8
25,4
I4.1
20.6
]m
59
42.6
25.5
14.1
25.7
3.5m
6.0
42.4
25A
13.5
25.6
Arx. f:
5.9
42.8
25,4
14.1
20.6
7.7
1.20
6A9
iI2IBY
.W.0
4.9
465
261
14.3
J0.5
7.0
0.5m
A.6
465
27.0
140
30.2
Im
4.7
46.9
27.3
15A
30.2
1.60
4.7
482
282
158
J0.2
2m
4.6
51.7
MA
161
302
25m
A2
31.1
30.5
164
J02
Jm
4.6
51.6
"A
16A
00.2
3.5m
4.6
51.s
305
169
W.2
Arx f:
4.7
49.3
22.9
16.0
30.2
7.1
2.40
1.00
95A
1/16M
w1.ce
6.2
49.5
29.0
160
29.2
7.8
U m
6.2
0.6
30.0
16.0
29.2
1m
62
AS.S
29.1
161
29,2
LSm
6.2
40.6
SJO
ISO
292
2m
6.2
46.S
290
160
29.2
2.5m
62
456
290
ISO
39.2
]m
6.2
45.6
29.0
16.0
292
J.Yn
61
A80
29.0
160
29.2
A f:
8.2
45.6
29.0
16.1
29.2
2.2
9.50
1.00
6.AT
7WH
xnfce
6.5
35.2
198
US
J0.0
5
O.S.
6.4
3.9.A
20.0
MI
30.0
lm
62
05.5
20.1
11.1
00.0
1.s01
6.2
37.5
21.4
Me
29.9
2m
6.1
J8.2
21.9
12.1
29.9
2.5m
55
399
230
127
MIS
]m
5.7
40.0
23.2
US
29.2
3.Sn
5.6
40A
MA
129
29.7
4.0m
56
61.0
M.T
Ill
MI
Arx.... :
6.0
U.1
21.1
12.1
29.9
8
7.79
1.07
5.51
ML9t
wl.ca
52
32.0
17.7
8.8
29.3
05m
54
37.4
211
120
29.5
tm
50
37.7
21.9
12.1
M5
1.5m
5.2
42.2
245
13.4
29.5
2m
5.1
44.0
262
14.5
M5
2.Sm
5A
44.9
26A
115
29.5
]m
5.3
45.2
26.1
16.8
29.4
35m
54
46.2
27.2
15A
"A
4.0 n
5.4
46.2
27.3
15.1
29.4
Avx f:
52
11.1
24A
13.5
21A
7.9
10.50
1.00
9.62
9195
w1.ce
50
29.6
11.0
9.4
28.0
0.5m
53
29.4
17.1
9.5
28.1
Im
52
9d
188
104
25.1
1.5m
50
35.0
202
115
282
]m
5.8
370
220
122
28.1
2.5m
s0
35.0
22.s
124
28.2
A,.".:
5A
33.7
19.7
109
28.1
7.9
8.13
O.s56
9.975
MhS5
wl.xe
59
43,2
NA
14.7
27.0
0.5m
55
q]
N9
14.9
25.6
tm
58
43.2
27.3
15.1
W.T
1.Sm
5.9
44.0
27.3
15.1
26.7
2m
5.9
44.1
21A
152
26.7
2.5m
60
44.1
27.4
152
26.7
]m
6.0
44.1
2M
15.2
26.2
3.Sm
6.0
44.1
27.4
15.2
26.7
Am
6.0
4I.1
27.4
152
26.7
4.5m
50
44.1
21.A
152
26.7
5.2
41.0
27,3
15.1
26.7
61
26.1
O.IJ6
6.905
IOMS8
w4ce
7.8
20.0
11.3
6.2
25.3
0.5 m
7.9
20.0
11.2
6.2
25.4
Im
7.0
20.0
11.3
6.2
25.3
1.5m
7.9
20.0
IIA
6.3
25.4
2m
7.0
19.9
11.3
6.2
25A
2.Sm
7.9
20.0
11.2
6.2
25.4
3111
60
19.7
11.3
6.2
SA
].Sm
79
20.0
IM
65
25.A
Arx
7.9
19.9
11.3
6.2
25.4
61
0.835
7.77

i
'.J
Ambient Site
DO Conductivity Temp Turbidity Seccl SDO mg/L
Date Depth (mg1L) (MS) Salinity Cl. (degree C) pH (NTU) (meter) (760 torr)
6/4198 surface 5.5 45.3 27.6 15.3 27.8
0.5 m 5.4 45.3 27.6 15.3 27.8
1 m 5.4 45.3 27.6 15.3 27.8
1.5m 5.4 45.3 27.6 15.3 27.8
2m 5.4 45.3 27.6 15.3 27.8
' Averages: 5.4 45.3 27.6 15.3 27.8 7.60 8.6
9118198 surface 5.9 43.2 27.0 14.9 26.9
0.5 m 5.8 43.7 27.1 15.0 26.8
Averages: 5.8 43.5 27.1 15.0 26.9 8.1 26.6 0.838
1012/98 surface 8.0 20.0, 11.3 6.2 25.3
0.5 m 8.0 19.7 11.2 6.2 25.3
im 8.0 19.9 11.2 6.2 25.4
1.5m 7.8 19.8 11.3 6.2 25.3
9 Averages: 8.0 19.8 11.3 6.2 25.3 8.2 0.609
DO Conductivity Salinity Cl- Temp pH Turbidity Seccl SDO mg/L
Averages 5.9 39.7 23.5 13.0 28.5 7.77 10.83 0.85
1 '

q-
Marina Site 1
C�
Water Depth
Surface
0.5 m
11.0 m
11.5m
2.Om
2.5m
3.0m
3.5m
4.0m
4.5m
C ssolved O en m
. t
5. 0^
Ia t
Condudivit
5'4:,8
uc( -FG
e-IS • OU
S2linit t -2-7•3
� -1
Tem C -;1-?.�
a� . G �C.
H
�•6
Transmissivi
f 0,
Ambient 1
Water De th
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.0m
4.5m
Dissolved Ox en 'm /I
, i;
O -7
1s, 3�
Conductivity
u. 7
Oq, of/S
Tr
Salinit t
z 7. l
a7.2
-27. 3
TernC
7, L
a 7.3'c
27.3�
H
WL.0
Transmissivit
. 7
Ambient 2
Water Ce th
Surface
0.5 m
1.0 m
1.5m
i2.Orn
12.5m
3.0m
3.5m
4.Om
14.5m
Dissolved Oxygen m it
S
5 .
. s4
3�
S• 3�
Conductivitya;.
r -
(4LI • �
Li 2 _ ;
Salinity t
1• i
+'7. 1
ai.
ZZT. I
al •S
'1. 3
0�7. Li
Tern(C)
C
7 _ c! ° G
-7
-7.6.
H
r
1
fransmissivity
���_
�
�
Ambient 3
Water 0e th
Surla e
0.5 m
1.0 m
1.5m 12.Om
2.5m
3.0m
3.5m
4.0m
4.5m
Dissolved Oxygen 'm l)
, u
c
-
13
Conductivityy:
_ z0
!✓
"�
CJ I
Salinit ! t
�_
,
f
,
Temn (CIr2.'
,
FH
I
Transmissivit
'
Ambient 4
Water Depth
Surface
0.5 m 11.0
m !
1.5m i
2.Om
2.5m 13.0rn
13.5m
14.Om
14.5m
Dissolved Oxygen (rnqIQ
s-(
-) t
<,
Conductivity
-, " O
Salinity i t
,
Temp (C)
H
J
Mansmissivily

7
IL
: Ip
LO
j
N .
iT
G
Q
i
L�
Jarrett Bav Bealworks. Inc.
Marina Site 1
Water Depth:
Dissolved Oxygen m /I
Conductivit (mS)tt3.�3
Saline (ppt)
Temp C
H:
-Care Creek
Surface
S•.-I S
water r�uaur� n�xaanicn
0.5 m 1.0 m
S $
OS
1 Turbidi NTU)::::
1.Sm 2.Om
_ ...
2.5m
Secchi Disk m :
1.Om
9
3.5m
4.Om
4.5n,
Ambient 1
Water Depth'
Surface
v.b m 1.0 m
r-t. 7
7'
y V
s' > , * . Turbidi 'NTU :
1.5m
9'.0
Lf
2-7.
g .
2.Om
2.5m
Sec chi Disk m :
3.Om
--
( O .-
3.5m
..
rS+
4.Om
:<
4.5m
Dissolved Oxygen (mg/l}
Conduct ve mS)
.(,k
.'do
�i.7.
$ . `+
7
Salinil . (ppt)
Tem C)
H:
Ambient 2
Surface
303
0.5 m
(
oS
G
1.0 m
S• b
UPI •CJ o
�.�
2 Q J
Turbidi (NTU):
t.5m
S • r«
�3.91
4•
8 '
2.0in 2.Sm
S.
3.•7Y t-! .71
( G, _
Secchi Disk. (M)II.-
3.Om
5$UG
•
CC
3.5m
t-
4.Om
4.5m
-
Water De. the
Dissolved Oxygen (mg!p
Conduciivit (MS)
Uc(.DY
o`�6•
'%•"1
Salinity (PP0
Temp (Cj
F1:
Ambient 3
_
0.5 m
ro�
�t 1 -
U 10
��
t.0 m
Turbidit (NTU
1.5m
y
2•
2.Om
9
`12•'t
;Secchi
2.5m
a
:v
S-.
Disk m):
3.0m
70
2 O
i . .^
3.5.n
.t1b
�S
4.Om
4.5m -
Wat=_t Depth:
Dissolved O cYgen (.my+l)
Conductivity (mS}
Surface
(
.(�
G
Salinity (PPt)
Temp (C)
H:
6
;: N• 'r `"
%'
°
Ambient 4
Water Depth:
Surface
G-
t,
0.5 m
0
L.i
1.D m
3
G(
L
Turbidity +;NTU):
1.5m
0
�v •S 3
5
2.Om
:+
2.5m
Secchi Disk (m):
3.0m
3.5m
4.0m
4.5m
Dissolved Oxygen m !I
Conductivity (MS)
Satinil (rpl)^
Tom (C
j�
PH
?k"
1 ` Ott-� 4 L( r - ` 0(�
Lv� -

f --- I- - I - I I, - I, - " I - 1--, 1
3rrCtt DaVi3pativork-s. Inc. - COTC Creck
Marina Site I
Wafer De
m CO
Dissolved
LT.
Conductivi
Salini (p
oil
7—111
7 —.;>-- 7�
ate dw Jw M I
pth: Surface
Ox en m /I e7
ms)
0.5 m
1.0 m 1.5m
I
m 12 5
ISO. Lf
pH: 7, 7
�,'�NTurbidily
(N-ri I I !
:Secchi Disk (ml-
Ami—bient 3
LLA �atc r Oepth:
�q Dissolved Oxygen
f2oncluOvily (mS)
Tem
w 4.0
U:
tj
w
Lt
pH:j f.g
me-
re
I
I I
2.Om 2.5m
3.Orn
12.5m
14.0m 14.5m
ecc i isk(m):1
iw.11i
n nu - j, i
I
I
I
13.Om
13.5in 14.Om
�4 5m
10 L
0 L
12W.5m
- _S7
IC7
E7
S-1. -1
-
3
Im

on »
zCc
-y
Ja H3' 1303mworks- Inc. - Core Creek Water Quality Assessment
ut
m
r�
na Site 9
epth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.Dm
4.5rn
Ox anm /f
RDissolved
vi mS(pt
O
,(
H:
•'1• A
x <x: ° °• b
Turbidi NTU):
p
a Y `°
Secchi Dlsk m :
'2 11
�V
�1
r1
nr
T
w
x
LL
w <
w,
rl
Ambient 1
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.Om
.4.5m
Dissolved Oxygen (mall)
C. f
Cn . t 9
U710
L. t0
_la
Conductivi mS
ci 7
14 4'- 3-
16
0-4. TT
zk.<\
Salinity (ppt)
Ck Z
!D�x•
0-1..\
Temp C
ti.
2"t,
t 1
n.
2s
, \O
2)L t
H:
TurbidityNTU:
10.k
Secchi Disk m :
"
Ambient 2
Water Depth:
Surface
0.5 m
1.0 m
I 1.5m
2.Om
12.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen (rngli)
C 2S
2 5
Conductivity (mS)
tk •L
t4((.7
GC1.d
5
4,G
Salinity (ppt)
`I.O
9 O
o�`t- l
05,
�°�.
u•(1
1.
1.7
Ternp (C)
�0.z
9. z
a °7.
pH:l
Tbidit(NT
i
Secchi Disk m
."
Ambient 3
Watei Depth:
Surface
0.5 m
1.0 m
1.5m
3.0m
3.5rn
4.Om
4.5m
Dissolved Oxygen (marl)
cc?, '
O
"2.Oni2.5in
Conductivity (rnS)
'�
�/ SS
r/ . 53SS
(o
Salinity (pl)D
U
Temp (C)
9. 07
H;
r1.
'.� F �„�.,;;. `±,
Turbidit • NTU):
v�. S6
�:r�: •^, "=
Secchi Disk m :
<>�'^ y.�x.
tbw ;+"n.
= ° �,�'
Ambient 4
Waler Depth:
Surface
O.5 m
1.0 m
1.5m
12.Om
2.5m
3.Om
13.5m
4.Om
4.5m
Dissolved Oxygen m /I
Gib
1
Conductivity (mS)
9.(00
Salini) (rpt
'� $•°j
1:Y
9 • `1
Temp(C
t.
I H:
_Turbidit
• (NTU):
3 S
Secchi Disk (m):
a,. ,:.
::�� .>„ '•
__i _:.

hom WM RM I - - Iwo iwAffiwl
-
Jarrett Bal. 1303twOrks, hic' -Core Cmck IVaterQualitI. Assessmcilt
Marina Site I
Water Depth: Surface 0.5 M 1.0 M 1.5m 2.Om 2.5rn 3.Om 3.5m
Dissolved Ox en rn q)
CDnduclivil MS .*7 q Co. E-C. 4.0m 4.5m
Salinj (ppf 4 '7.'Z 4
Tem C 710.
H:
Ambient I Secchi Disk (rri)- f.
Water De : Surface 0.5 M 1.0 M 1.5m 2.Om
Dissolved Ox ? en (Mg/1) , .-IS-7
. 2.5m
Canductivit mS) -7 .SZ5 3.Om 3.5m
4.0u 4.5m
Salifli (PPI) )ST.
Tem (C 0. p0.0
H:
�M�ELZN-'Z,', Turbidity (NLUJ): . r. . . . . . SecchiDisk (m):
Ambient 2
i7b Y aler De the Surface 0.5 M 1.0 M 1.5m Dissolved Oxygen (mail) r � 2.0m 2.5m
jCon uctivi (ms 2 1 -7 .73 UM 3.5rn 4.Om 4.5rn
-6 1 -Tqz- L �e " !;- C K- r-1,
Ambient 3
ved Oxvnrn
Ambient-4
ni 11.0 rn
cchi
IN

w
s
U S
w �•
s
0 1 �
.�.r ��� ® ■® ~ / - tl A� � C�O,I��t® r 1fEM
Marina Site 1
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
Dissolved Oxygen m /1)
.10
i• {1
<'.1A
V
. t''
•19
Conductivil mS
33.7i,
�,42
3-Z. M
142.-17
Oct S8
45.4DL
Salinity (p t)
At. H
Zro- 1
26-5-
TernpC
a_) . y
h
q . S^
H:
-7. P
=-wu``::;k>
Turbidity NTU :
r .'S
)isk (m):1
(.w
Ambient 1
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen (mg/1)
f 6;I
r. uo
S
Conductivity (mS
Z,a(l
` fo o
z(b. o
t! �F
0
Salinity (ppt)
4v S
1.27.
7- z5
a-?- S-
Temp C
H:
a4 3
7 . y
a5 .
•, x, =
Turbidi (NTU :
erg. S
YD.0
at
T
Secchi Disk m):
1 ,
s�R ,°
i Wit? �
`•
Ambient 2
Nlaler Depth:
ISurface
0.5 m
1.0 m
11.5m
2.Om
2.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen (mg/I)
0
7
�• Y
f. 3S
5.37
S 3 O
t:
�. SS
3'. 5
Conductivity (ms)
3S.7 7
3C,. 37
r1 L. le 1
S 0
4.8 0
4S YY
�f
9
S 9
Salinity (ppt)
2O•G
.20.4
2`F.3
7
a7-b
9,1-f
�7.0
��• f
!
Temp (C)
pH:
9,1- 3
7.
9. 7
':: _'
0 °I.
Turbidi (NTU):
[ .1
2i.Y
`t.
Secchi Disk (ml:
'a9.
a 9. y
P 9 Y
Ambient 3
Water Depth:
Surface
0.5 rrl
1.0 m
1.5m
2.0m
2.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen (mgll)
2S
S•YO
.O t
r.1.5-
S, lY
.70
Si'(
Conductivity (mS)
3-oa
T7.
37.7Y
q2 .(7
y y- 9
rlY. o
4f . l7
6./7
L16 1
Salinity (ppt)
17•
r• 7
a t- 9
Y. 3
a .1
aC.
-7. 2
o`t 711
Temp(C)
aH,
2-2 5
a
H:
7•
, z' ..
Turbidity (NTU :
, ,�' , ti.
Secchi Disk m :
)e ,
x t
Ambient 4
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen m 1l
L L
S So
Conductivity (mS)
1.Y
7
L4 r 9y
L(b • Z2
Salinil (p t)
&t.G
�3•n
U-L
7.
R C
Tern(C)
pH:j
-r.9, -(
Ay
:- .
Turbidity (NTU):
o1'i.•!
dl�, �/
_
Secchi Disk (m):
• -
I
cZ� �A`
, Illy-,

'd
r5�
N:36
Fv-w
Jarrett Dav Hoatworks. Inc. - COrc Creek Water Quality• Assessment
Marina Site
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.0m
3.5m
4:Om
4.5m
Dissolved Oxygen A
ttq
C
o
Conductivity mS
2'1.
Salinity (ppt)
TernC
1 ,
-Z
-
H:
7.
<,.: s jf
Turbidity NTU :
y.64
Secchi Disk m :
x t ?
? a '-
Ambient 1
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3 m
3.5m
4.0m
4.5m
Dissolved Oxygen (m 1l)
f (,
M ,t
7
3 1
.
Conductivity mS
f C)
Ck t.3$
0 L
C.
Salinity '(p )
7.
ZO
zb,%
D-2 •a
YZ
H:
7,1s
Turbidity NTU :
3 t)
Secchi Disk (m :
��S
s ;
�� a
TEE
Ambient 2
Water Depth:
ISurface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen (mail)
o .4
S- 0
S• 01.
I
57. I a -
�
Conductivity(mS)
liq.31
a 3
71 .Zl
(, .q
37, si
7
Salinity (pt
J
1
2
9
'! .I
7`_ .3
Temp (C)
1.
-y
'L
H:
7. P
:}
Turbidt" (NTU):
7. 79
Secchi Disk (m :
�1l5 SdS
`?`'
n' ..
nt 3
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.Om
4.5m
y, en (mgJl)
IC. 13
JO
pDissolvedOxy,
mS)
-2q, J-
-Z o
f/,7
7
/
-ap.0
H:
7.
J.i.,.
Turbidit (NTU):
r 7 .
:Secchi
Disk m :
• •
='•'••
Ambient 4
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.0m
2.5m
3.6m
3.5m
4.Om
4.5m
Dissolved Oxygen m N
V, r 7
- v a
7 r,
Conductivity (mS)
7V,
a 9_ p
2. 9 Y
C. fi
Salinity( t
-7
P,
Temp C)
I
.
pH:
7
"•'-'; a :;
Turb dity (NTU :
7, tI
Secchi Disk (m)

/tiw�4��
lJ llf_al 1
Marina Site 1
-
• ♦(uu
Water Depth:
Surface
ma
1.0 m
1.5m
2.Om
2.5m
3.Om
3.5m
4.0m
4.5m
Dissolved Ox en m /i
OLA
,Z
Conductivi mS
2-14
3 .7
LI Z. G
Salini t
. 7
Cc-). t
�.
Tem C
H:
a7. I
Turbidi NTU :
�G•
Secchi Disk m :
Y
Ambient 1
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.0m
2.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen (m !I)
p a
9i
.o
b
�• `7`1
Conductivity ms
3.-3 t
[(S
U. i
S
S 7
Salinity (p t
D
-7.
.2 -7 • a
TernC
H:
_� G -
-2
"" i' , = f< ;Turbidi
7
NTU :
�S • S
sue.
G
Secchi Disk m :
.7.
_:...,
7
Ambient 2
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.0m
3-5m
4.Om
4.5m
Dissolved Oxygen (m /I)
I
S= -
`7
O
43
,I S
7
S- G
Conductivi (mS
�- 7
3.35
�(3.G!
4
ti3.
Salinity (p t
.2
Cr
7-0�7
Temp (C)
9
�/
.2 .
q. l
Secchi Disk m :
_ 7� C
pH:l
-
R
Ambient 3
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.Om
2.5m
3.0m
3.5m
4.Om
4.5m
Dissolved Oxygen m /1)
.)t T
..
S'.9 /
.`74
'C?
Conductivity (mS)
43. rt
y t
u!4 0 7
lE4 .O(a
Salinity (pt)
2 C
aG. 2
D-7.3
? 7. If
?. 4
.2-.Y
Temp (C)
7
2
Lr..-2
x. 7
-7
2•
-f
o� %
2
G •
H:
_
:::Turbidit
NTUt:
=' i<•` ;'<` %';
Secchi Disk m :
:.:
Ambient 4
Water Depth:
Surface
0.5 m
1.0 m
1.5m
2.0m
2.5m
3.Om
3.5m
4.Om
4.5m
Dissolved Oxygen m /1
) .Y
Conductivity (mS)
LG.
T
Salini O
? ,
X-I t
Tern(C)
PH:
1
= 5
2ti=
;...s,",3
Turbidity (NTU):
t .
Secchi Disk (m :
1
.,'�,,..

mom" us= V%wzM ® mom
21
j,jo
Jarrett Bay Boativorks, Inc.
- CoreCrcck
Water
sscssnient
Marina Site 1
10.5
1.0 M
1.5m
2.Oin
2.5m
3.Om
3.5in
4.Orn
4.5m
Water Depth:
Surface
Sul
M
Dissolved Oxygen (mall#17
vA
1 .2
70
-7
'Co-nductivity (mS)
FI I --icl
1--i -I.9
oZV • O 1
of
C3
Salinity (ppt)
Ll .-7
Ternp (C)
iurbidity
Secchi Disk (rn):,=(.O�
C(
pH:l
Y.-,I
I R*i ni
(NTFU):
n;
Ambient 1
Water De the
Surface
0.5 m
1.0 m
1.5m
2.OM
2.5m
3.Om
Dissolved Oxygen (mg/1)
7.S6
-7,VO
I "r,2
Conductivity (MS)
14%. t'%
-4
14. t
Salinity (ppt)
Ternp, (C)
LA
Turbidity (NTU):
I
Secchi Disk i2?IJ
7
pH:j
Ambient 2
0.5
1.0 M-
1.5m
2.Om
2.5m
3.Om
3.5m
4.Orn
4.5m
Water Depth:
Dissolved Oxygen (mg/1)
Surface
-7. -7C'
M
-2. -7 5'
-2
12, y
790
2 1
Conductivity (mS)
15 iz)
/11. P i-
I 7,
Salini (ppt)
.2
%If
X:
11 -
Temp (C)
Turbidity (NTU :
2K- 4
is
Secchi Dlsk (m)7,
-95-
F-- pzS
H:
d
Ambient 3
---
0.5
1.0 M
1.51n
2.Orn
2.5m
3-.OM
.5M
4.Orn
4.5m
Water Depth:
Surface
rn
Dissolved Oxygen (mgll)
7
7. ev
S
. f-T'
Conductivity (rnS)
Q I
19.1s-
' <-- 70
-2-10
Salinity (ppt)
S
//. M,-
2
V, te
7
Temp (C)
(4
5
Secchi Disk (m):
pH:
Turbidity (NTU):l
Ambient 4
Water De the
Surface
M
1.0 M
1.5m
2.Orn
2.5m
3.Om
3.5m
4.Orn
4.5m
Dissolved OxyQen (mqll)
L7, �-
.0.5
-;,---
Conductivity (rnS)
J. 0 4
/9 f 5-
'r- 77
--T
Salinity (ppt)
r.
Temp (C)
3
1 Turbidity (NTU):
'Dr. I
%* -� --
Secchi Disk (Ml
)
pH:
1
1_
M

Attachment 2
Oxygen Solubility Table
From:
Measurements of Dissolved Oxygen
by
M. L. Hitcbman
1
1
1
1

L
PREOOOBE(TCNn)- 760------- ..- .•.-. _ __
TEMP(C) CXLORIDE(0/L)
0 2 4 6 B 10 12 14 16 1B 20
0 14.57 14.24 17.91 17.58 13.26 12.93 12.60 12.27 11.94 11.61 11.29
1 14.17 17.B5 13.54 17.22 12.90 12.59 12.27 11.95 11.63 11.71 11.00
2 13,79 17.4E 13.18 12.67 1Z.56 12.26 11.95 11.64 11.37 11.03 10.72
3 13.47 17.13 12.B3 12.54 12.24 11.94 11,64 11.35 11.05 10.75 10.45
4 17.08 12.79 12.50 12.21 11.93 11.61 11.75 11.06 10.70 10.49 10.20
5 12.74 12.46 12.19 11.91 11.63 11.35 11.07 10,79 10.52 10.24 9.96
6 12.42 12.15 /1.BB 11.61 11.74 11.07 10.90 10.54 10.27 10.00 9.73
7 12.11 11.eS 11.59 11.]] 11.07 t0.B1 10.55 1D.29 10.07 9.77 9.51
B 11.81 11.56 11.71 11.06 10.61 10.55 10.70 tD.05 9.90 9.55 9.30
9 11.53 11.29 11.04 10.80 10.56 10.71 10.07 9.82 9.58 9.74 9.09
j 10 11.26 11.02 10.79 10.55 10.31 10.00 9.84 9.61 9.77 9.14 8.90
- 11 10.99 10.77 10.54 10,31 10.08 9.B5 9.63 9.40 9.17 6.94 0.72
12 10.74 10.52 10.70 10.08 9.66 9.64 9.42 9.20 8.98 0.76 0.54
1] 10.50 10.29 10.07 9.86 9.65 9.4] 9.22 9.01 0.79 6.58 8,77
14 10.27 10.06 9.86 9.65 9.44 9.24 9.03 8.02 8.62 0.41 0.20
15 10.05 9.85 9.65 9.45 9.25 9.05 8.05 8.65 6.45 8.24 8,04
16 9.87 9.64 9.44 9.25 9.06 8.86 8.67 6.47 5.28 5.09 7.09
17 9.63 9.44 9.25 9.06 8.87 8.69 8.50 6.71 8.12 7.97 7.74
10 9.43 9.25 9.06 5.80 6.70 0.52 0.]] 8.15 7.97 7.78 7.60
19 9.24 9.06 B.08 8.71 B.53 8.35 0.17 7.99 7.82 7.64 7.46
20 9.06 B.88 8.71 8.54 8.76 8.19 8.02 7.64 7.67 7.50 7.72
21 8.80 8.71 B.S4 8.37 8.20 8.04 7.87 7.70 7.51 7.36 7.19
{22 8.71 8.55 B.78 8.22 8.05 7.09 7.72 7.56 7.39 7.22 7.06
25' 8.55 8.79 8.22 8.06 7.90 7.74 7.58 7.42 7.25 7.09 6.9]
-- =2�`8.80
79 8.23 8.07 � 7.91 7.76 7.60 7.44 ' 7.28 7.12 -6.96 6.
`25: B.24 B.OB 7.93 7.77 7.61 7.46 7.70 7. 14 6.99 6.87 6.09
26 0.09 7.94 7.78 7.63 7.47 7.72 7.17 7.01 6.86 6.70 6.55
27 7.95 7.80 7.64 7.47 7.74 7.19 7.07 6.88 6.73 6.58 6.42
29 7.B1 7.66 7.51 7.76 7.21 7.05 6.90 6.75 6.60 6.45 6.70
29 '7.68 7.53 7.313 7.23 7.07 6.92 6.77 6.62 6.476.72 6.17
30 7.55 7.40 7.25 7.10 6.95 6.79 6.64 6.49 6.74 6.19 6.04
i
208

LJ
C
LI
I
I
l_l
Attachment 3
One -Segment Model Example
SOD of 1.0
Data from 6-18-98
L

1NE SEGMENT MARINA -TIDAL AMPLITUDE METHOD
aME OF MARINA=Jarrett Bay Core Creek One -Segment Example (6-18-98)
VG MARINA DEPTH (FT)= 9.5
INA SURFACE AREA (FT**2)= 32000
LDAL AMPLITUDE (FT)= 2
EDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
BIENT DO (MG/L)= 5.94
SATURATION DO (MG/L)= 6.49
AV
AERATION COEFFICIENT (1/DAY)= .3
r (HRS) DOM (MG/L)
1216, 5.681863
217 5.691802
218 5.699361
219 5.70213
I220 5.698958
221 5.695658
222 5.691916
1223 5.6875
224 5.682341
225 5.676602
226 5.670691
�227 5.673268
)OMAVG (MG/L)= 5.687821
1228
5.681728
229
5.691675
5.699242
`230
231
5.702015
232
5.698845
233
5.695546
�234
5.691805
235
5.687391
236
5.682233
i237
5.676496
238
5.670586
239
5.673167
tOMAVG (MG/L)= 5.687663
l One Segment Marina Model Program Equations
j Extracted from NC DEHNR Report 90-01 and Data From Joanne'Steenhuis
Written by Stephen Glenn V1 8/22/98
5 LPRINT "ONE SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
-6 LPRINT " "
8 INPUT "NAME OF MARINA="; N$:' BEEP
9 LPRINT "NAME OF MARINA="; N$
0 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
0 LPRINT "AVG MARINA DEPTH (FT)="; HM
5 HM = .3048 * HM
0 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
0 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
5 AM = .0929 * AM
00 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
10 LPRINT "TIDAL AMPLITUDE (FT)="; TA
15 AO = .1524 * TA

Attachment 4
Model Predictions
Data from Sample Site A3

Model Predictions Using Data from Ambient 3 Site
Model
Model
Date
Channel
Marina
4-Jun
5.5
5.3
5.5
5.3
18-Jun
5.7
5.3
5.7
5.3
2-Jul
4.9
4.8
4.9 _
4.8
16-Jul
5.8
5.3
5.8
5.3
30-Jul
5.8
5.4
5.8
5.4
13-Aug
5.3
5.2
5.3
5.2
3-Sep
5.5
5.5
5.5
5.5
18-Sep
5.8
5.5
5.8
5.5
2-Oct
7.4
6.7
7.4
6.7

I
IInputs for the Two -Segment Model
I
1
Average Channel Depth
Average Marina Depth
Channel Surface Area
Marina Surface Area
Tidal Amplitude
Return Flow Factor
Sediment Oxygen Demand
Decay Coefficient
Reaeration Coefficient
Channel Boat Activity
Marina Boat Activity
DO
SDO
*NCDEM Suggested Values
9.5 feet
7 feet
32000 ftxft
3400 ftxft
2ft
0*
1
1 day*
0.3 *
0*
0*
field measurement
Determined from field measurements

) A = AO * SIN(.5236 * T)
SSO ADOT = .5236 * AO * COS(.5236
VC = (HC + A) * AC * 1000
VCDOT = ADOT * AC * 1000
._J VM = (HM + A) * AM * 1000
120 VMDOT = ADOT * AM * 1000
) QA = ADOT * (AC + AM) * 1000
) QB = ADOT * AM * 1000
150 IF ADOT < 0 GOTO 490
- l ADC = QA * ( (1 - B) * DOA + B
) ADM = QB * DOC
tsJ GOTO 510
!09 ADC = QA * DOC - QB * DOM
ADM = QB * DOM
RC = KR * (DOS - DOC) * VC
;20 RM = KR * (DOS - DOC) * VM
) BC = KD * LC * VC
3 BM = KD * LM * VM
i50 NC = ADC + RC - SC - BC
"l NM = ADM + RM - SM - BM
* T)
* DOCAVG) - QB * DOC
) DOC = (NC + (VC - VCDOT) * DOC) / VC
" J DOM = (NM + (VM - VMDOT) * DOM) / VM
i90 T = T + 1
`1 Z = Z + 1
1 X = X + DOC
i20 Y = Y + DOM
IF Z < 12 GOTO 690
DOCAVG = X / 12
;50 DOCAVG = Y / 12
'`f X = 0
)) Y = 0
_J Z = 0
'90 IF T < 216 GOTO 370
l;) LPRINT T, DOC, DOM
) IF T = 227 GOTO 725
20 IF T < 239 GOTO 370
LPRINT " "
LPRINT "DOCAVG (MG/L)="; DOCAVG
0 LPRINT "DOMAVG (MG/L)="; DOCAVG
45 LPRINT " "
IF T < 239 GOTO 370
J END
") SEGMENT MARINA -TIDAL AMPLITUDE METHOD
(ryr;Fk
'mAE OF MARINA=Jarrett Bay Core Creek (6-4-98)
VG CHANNEL DEPTH (FT)= 9.5

�,; MARINA DEPTH (FT)= 7
HANNEL SURFACE AREA (FT**2)= 32000
JIRINA SURFACE AREA (FT**2)= 3400
JAL AMPLITUDE (FT)= 2
RN FLAW FACTOR (DIM)= 0
EDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
'iBIENT DO (MG/L)= 5.5
1 rURATION DO (MG/L)= 6.675
ECAY COEFFICIENT (1/DAY)= 1
JJAERA COEFFICIENT (1/DAY)= .3
W-NNEL BOAT ACTIVITY (BOAT-HOURS/DAY)=
INA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
(HRS)
DOC (MG/L)
DOM (MG/L)
_16
5.494818
5.288154
217
5.495496
5.298834
18
5.496795,
5.307239
,19
5.498424
5.310892
220
5.50011
5.36851
21
5.501093
5.305816
22
5.501155
5.302261
�23
5.500272
5.297403
2.24
5.498679
5.291053
:�25
5.49688
5.283469
26
5.495523
5.275415
227
5.494583
5.27727
,AVG
(MG/L)= 5.498201
OMAVG
(MG/L)= 5.297581
�28
5.49445
5.286156
9
5.495155
5.296963
230
5.496475
5.305463
,,31
5.498117
5.309169
5.499807
5.306791
233
5.50079
5.304101
�_34
5.500848
5_30055
;35
5.499961
5.295695
i36
5.498365
5.28935
'137
5.496565
5.28177
38
5.495212
5.27372
'_39
5.494286
5.275638
`;�AVG (MG/L)= 5.497788
4AVG (MG/L)= 5.29536
n
Two Segment Marina Model Program Equations
Extracted from NC DEHNR Report 90-01
Written by Stephen Glenn V1 6/21/98
*********************************************************************
PRINT
LPRINT'" "
'LPRINT
LPRINT
LPRINT
LPRINT
LPRINT
BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"

i__LPRINT " "
S INPUT "NAME OF MARINA="; N$: BEEP
' LPRINT "NAME OF MARINA="; N$
INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
r LPRINT "AVG CHANNEL DEPTH (FT)="; HC
i HC = .3048 * HC
INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
LPRINT "AVG MARINA DEPTH (FT) ="; HM
i HM = .3048 * HM
''INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
i AC = .0929 * AC
INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
LPRINT "MARINA SURFACE AREA (FT**2)="; AM
AM = .0929 * AM
)0 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
II LPRINT "TIDAL AMPLITUDE (FT)="; TA
�i AO = .1524 * TA
?0 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
,1 LPRINT "RETURN FLOW FACTOR (DIM)="; B
I INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2—DAY)="; SOD: BEEP
�J LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2—DAY)="; SOD
jD INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
LPRINT "AMBIENT DO (MG/L)="; DOA
INPUT "SATURATION DO (MG/L)="; DOS: BEEP
30 LPRINT "SATURATION DO (MG/L)="; DOS
I INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
"II LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
20 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
-1 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
it INPUT "CHANNEL BOAT ACTIVITY (BOAT—HOURS/DAY)="; NBC: BEEP
,?FJ LPRINT "CHANNEL BOAT ACTIVITY (BOAT—HOURS/DAY)="; NBC
50 INPUT "MARINA BOAT ACTIVITY (BOAT—HOURS/DAY)="; NBM: BEEP
LPRINT "MARINA BOAT ACTIVITY (BOAT—HOURS/DAY)="; NBM
4 t LPRINT
75 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
X = 0
iI Y = 0
9 z = o
zr) DOC.= 6
�U DOM = 6
J.! DOCAVG = 6
)0 SC = SOD * AC * 41.67
I SM = SOD * AM * 41.67
I T = 0
30 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 — B))
I LM = LC + 1.135 * NBM / (AO * AM)
+I KD = KD / 24
20 KR = KR / 24
7n A = AO * SIN(.5236 * T)
�I ADOT = .5236 * AO * COS(.5236 * T)
r11 VC = (HC + A) * AC * 1000
)0 VCDOT = ADOT * AC * 1000
' r) VM = (HM + A) * AM * 1000
') VCDOT = ADOT * AM * 1000
30 QA = ADOT * (AC + AM) * 1000
ul QB = ADOT * AM * 1000
.l IF ADOT < 0 GOTO 490
�J ADC = QA * ((1 — B) * DOA + B * DOCAVG) — QB * DOC
70 f ADM = QB * DOC
I

�0 GOTO 510
0 ADC = QA * DOC - QB * DOM
1 0 ADM = QB * DOM
0 RC = KR * (DOS - DOC) * VC
0 RM = KR * (DOS - DOC) * VM
10 BC = KD * LC * VC
0 BM = KD * LM * VM
0 NC = ADC + RC - SC - BC
;0 NM = ADM + RM - SM - BM
0 DOC = (NC + (VC - VCDOT) * DOC) / VC
0 DOM = (NM + (VM - VMDOT) * DOM) / VM
0 T = T + 1
)0 Z = Z + 1
10 X = X + DOC
0 Y '= Y + DOM
i0 IF Z < 12 GOTO 690
I0 DOCAVG ='X / 12
O DOMAVG = Y / 12
30 X = 0
10 Y = 0
0 Z = 0
0 IF T < 216 GOTO 370
)0 LPRINT T, DOC, DOM
10 IF T = 227 GOTO 725
0 IF T < 239 GOTO 370
35 LPRINT " "
0 LPRINT "DOCAVG (MG/L)="; DOCAVG
0 LPRINT "DOMAVG (MG/L)="; DOMAVG
5 LPRINT " If
0 IF T < 239 GOTO 370
F END
1
40 SEGMENT MARINA -TIDAL AMPLITUDE METHOD
E OF MARINA=Jarrett Bay Core Creek (6-18-98)
G CHANNEL DEPTH (FT)= 9.5
/G MARINA DEPTH (FT)= 7
JANNEL SURFACE AREA (FT**2)= 32000
RINA SURFACE AREA (FT**2)= 3400
:DAL AMPLITUDE (FT)= 2
ITURN FLOW FACTOR (DIM)= 0
DIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
BIENT DO (MG/L)= 5.94
ITURATION DO (MG/L)= 6.49
CAY COEFFICIENT (1/DAY)= 1
AERATION COEFFICIENT (1/DAY)= .3
iANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
1
(,-/Iel ec�'

MINA
BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
(HRS)
DOC (MG/L)
DOM (MG/L)
6
U7
5.67411
5.269904
5.68613
5.290806
218
5.69524
5.306524
9
5.698821
5.31201
0
5.69569
5.304811
221
5.691381
5.297359
2
5.685793
5.289113
3
C4
5.679132
5.279634
5.671938
5.268737
5.665031
5.256674
6
E5
5.659265
5.244211
7
5.663236
5.25003
CAVG
(MG/L)=
5.680792
MVG
(MG/L)=
5.28261
178
5.673809
5.268162
,t9
5.68585
5.289176
-30
5.694978
5.304978
231
5.698569
5.31051
U
5.695441
5.303314
5.691132
5.295865
234
5.685541
5.287622
5.678875
5.278147
r5
36
5.671679
5.267252
37
5.664771
5.255193
'.38
5.659008
5.242733
'i39
5.662992
5.248609
OCAVG
(MG/L)=
5.680456
VG
(MG/L)=
5.280673
Two Segment Marina Model Program Equations
Extracted from NC DEHNR Report 90-01
Written by Stephen Glenn V1 6/21/98
LPRINT
;LPRINT
LPRINT
1LPRINT
LPRINT
LPRINT
PRINT
BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
5 LPRINT " "
INPUT "NAME OF MARINA="; N$: BEEP
LPRINT "NAME OF MARINA="; N$
5 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
ILPRINT "AVG CHANNEL DEPTH (FT)="; HC
HC = .3048 * HC
3 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
y LPRINT "AVG MARINA DEPTH (FT)="; HM
4 HM = .3048 * HM
INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
3 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC

AC = .0929 * AC
3 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
LPRINT "MARINA SURFACE AREA (FT**2)="; AM
AM = .0929 * AM
INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
AO = .1524 * TA
INPUT."RETURN FLAW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLAW FACTOR (DIM)="; B
INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
LPRINT "AMBIENT DO (MG/L)="; DOA
INPUT "SATURATION DO (MG/L)="; DOS: BEEP
LPRINT "SATURATION DO (MG/L)="; DOS
200 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
a30 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
`OAC) INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
:J INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
70 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
' LPRINT
i LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
277 X = 0
Y = 0
Z = 0
'2 DOC = 6
m290 DOM = 6
DOCAVG = 6
SC = SOD * AC * 41.67
J10 SM = SOD * AM * 41.67
T = 0
LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 * NBM / (AO * AM)
�'"�0 KD = KD / 24
) KR = KR / 24
;,J A = AO * SIN(.5236 * T)
J80 ADOT = .5236 * AO * COS(.5236 * T)
VC = (HC.+ A) * AC * 1000
VMDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
d 0 VMDOT = ADOT * AM * 1000
,,0 QA = ADOT * (AC + AM) * 1000
440 QB = ADOT * AM * 1000
iiA09 IF ADOT < 0 GOTO 490
+, !) ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
u:J ADM = QB * DOC
80 GOTO 510
ADC = QA * DOC - QB * DOM
, >) ADM = QB * DOM
510 RC = KR * (DOS - DOC) * VC
fRM = KR * (DOS - DOC) * VM
BC = KD * LC * VC
BM = KD * LM * VM
0 NC = ADC + RC - SC - BC
NM = ADM + RM - SM - BM
DOC = (NC + (VC - VCDOT) * DOC) / VC
580 DOM = (NM + (VM - VMDOT) * DOM) / VM
t

1AME OF MARINA=Jarrett Bay Core Creek (7-2-98)
&uG CHANNEL DEPTH (FT)= 9.5
MARINA DEPTH (FT)= 7
_.ANNEL SURFACE AREA (FT**2)= 32000
.Q,RINA SURFACE AREA (FT**2)= 3400
DAL AMPLITUDE (FT)= 2
TURN FLAW FACTOR (DIM)= 0
3EDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
BIENT DO (MG/L)= 4.7
TURATION DO (MG/L)= 6.34
CAY COEFFICIENT (1/DAY)= 1
R.MRATION COEFFICIENT (1/DAY)= .3
JJANN,EL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
INA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
(HRS)
DOC (MG/L)
DOM (MG/L)
16
4.88998
4.835699
Z17
4.882132
4.838354
."16
4.877549
4.840996
19
4.877683
4.843112
a20
4.882942
4.844302
221
4.887863
4.845135
!22
4.892137
4.845058
23
4.895568
4.843625
224
4.898155
4.840647
"}25
4.900158
4.836382
26
4.902069
4.831596
227
4.897428
4.830292
ICAVG (MG/L)=
4.891048
=_MAVG (MG/L)=
4.843425
128
4.889265
4.831976
29
4.881469
4.834866
'230
4.876929
4.837687
+"31
4.877088
4.8399
!'32
4.882354
4.841098
a33
4.887275
4.841938
�34
4.891544
4.841868
35
4.894968
4.840443
36
4.897548
4.837472
237
4.899551
4.833214
1,38
4.901469
4.828436
'39
4.896855
4.827249
(MG/L)=
4.890245
�CAVG
MAVG (MG/L)=
4.83929
Two Segment
Marina
Model Program Equations
Extracted
from
NC DEHNR Report 90-01
Written
by Stephen
Glenn V1 6/21/98
(LPRINT
LPRINT "
LPRINT
,LPRINT
'LPRINT
LPRINT " "

IPRINT " "
0 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
LPRINT
.8 INPUT "NAME OF MARINA="; N$: BEEP
LPRINT "NAME OF MARINA="; N$
INPUT "AVG CHANNEL DEPTH (FT) ="; HC: BEEP
LPRINT "AVG CHANNEL DEPTH (FT)="; HC
HC = .3048 * HC
INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
LPRINT "AVG MARINA DEPTH (FT) ="; HM
;5 HM = .3048 * HM
INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
15 AC = .0929 * AC
INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
LPRINT "MARINA SURFACE AREA (FT**2)="; AM
AM = .0929 * AM
no INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
LPRINT "TIDAL AMPLITUDE (FT)="; TA
AO = .1524 * TA
_20 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
LPRINT "RETURN FLOW FACTOR (DIM)="; B
INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
_50 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
LPRINT "AMBIENT DO (MG/L)="; DOA
INPUT "SATURATION DO (MG/L)="; DOS: BEEP
90 LPRINT "SATURATION DO (MG/L)="; DOS
INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
220 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
I INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
i'::i'i1 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
?FA INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
j ;9 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
-;' LPRINT
!75 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
7 X = 0
3 Y = 0
!79 Z = 0
:-3 DOC = 6
3 DOM = 6
;v2 DOCAVG = 6
1 0 SC = SOD * AC * 41.67
SM = SOD * AM * 41.67
0 T = 0
0 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B) )
0 LM = LC + 1.135 * NBM / (AO * AM)
150 KD = KD / 24
"iD KR = KR / 24
A = AO * SIN(.5236 * T)
0j0 ADOT = .5236 * AO * COS(.5236 * T)
;90 VC = (HC + A) * AC * 1000
10 VCDOT = ADOT * AC * 1000
0 VM = (HM + A) * AM * 1000
:20 VMDOT = ADOT * AM * 1000
10 QA = ADOT * (AC + AM) * 1000

/-Fb
';J SEGMENT MARINA -TIDAL AMPLITUDE METHOD
tE OF MARINA=Jarrett Bay Core Creek (7-16-98)
CHANNEL DEPTH (FT)= 9.5
VG MARINA DEPTH (FT)= 7
-LNNEL SURFACE AREA (FT**2)= 32000
itINA SURFACE AREA (FT**2)= 3400
i.L)AL AMPLITUDE (FT)= 2
FTURN FLOW FACTOR (DIM)= 0
19IMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
._3IENT DO (MG/L)= 6.2
ATURATION DO (MG/L)= 6.47
;AY COEFFICIENT (1/DAY)= 1
'AERATION COEFFICIENT (1/DAY)= .3
3ANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
1'ZINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
l�
-'(HRS) DOC (MG/L) DOM (MG/L)
716 5.817154 5.323729
L7 5.834267 5.349267
18 5.846886 5.368303
219 5.851347 5.374633
?0 5.84606 5.365277
I'?1 5.83938 5.355696
222 5.83126 5.34535
?3 5.82200E 5.333804
1 24 5.812304 5.32087
�25 5.803108 5.306803
226 5.795367 5.292365
�27 5.801545 5.299989
OCAVG (MG/L)= 5.825296
NAVG (MG/L)=,5.337805
L28
5.816922
5.322306
9
5.834052
5.347936
30
5.846684
5.367042
1
5.851153
5.373409
232
5.845868
5.364056
!33
5.839188
5.354477
34
5.831066
5.344133
235
5.821809
5.,332589
5.812102
5.319657
136
37
5.802906
5.305593
38
5.795168
5.291158
5.801355
5.298828
I39
CAVG
(MG/L)= 5.825038
JMAVG
(MG/L)= 5.336222
Two Segment Marina
Model Program Equations
Extracted from
NC DEHNR Report 90-01

Written by Stephen Glenn VI 6/21/98
*********************************************************************
PRINT
PRINT
LPRINT
-,PRINT
,,,PRINT
1,PRINT
J,PRINT
BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
3 LPRINT " "
INPUT "NAME OF MARINA="; N$: BEEP
LPRINT "NAME OF MARINA="; N$
3 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
i LPRINT "AVG CHANNEL DEPTH (FT)="; HC
` HC = .3048 * HC
r INPUT "AVG MARINA DEPTH (FT) ="; HM: BEEP
7 LPRINT "AVG MARINA DEPTH (FT)="; HM
HM = .3048 * HM
INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
0 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
1 AC = .0929 * AC
INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
0 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
AM = .0929 * AM
INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
'mob LPRINT "TIDAL AMPLITUDE (FT)="; TA
15 AO = .1524 * TA
INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
LPRINT "RETURN FLOW FACTOR (DIM)=", B
40 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
-,J LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)=11; SOD
,3 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
10 LPRINT "AMBIENT DO (MG/L)="; DOA
0 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
LPRINT "SATURATION DO (MG/L)="; DOS
0 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
10 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
0 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
),0 LPRINT "REAERATION COEFFICIENT.(1/DAY)="; KR
40 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
70 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
i3O INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
,'0 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
72 LPRINT " "
15 LPRINT 'IT (HRS)", "DOC (MG/L)", "DOM (MG/L)"
7 X = 0
78 Y = 0
19 Z = 0
0 DOC = 6
90 DOM = 6
12 DOCAVG = 6
0 SC = SOD * AC * 41.67
0 SM = SOD * AM * 41.67
20 T = 0
10 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
0 LM = LC + 1.135 * NBM / (AO * AM)
50 KD = KD / 24
10KR=KR/ 24

IA = AO * SIN(.5236 * T)
80 ADOT = .5236 * AO * COS(.5236
VC = (HC + A) * AC * 1000
VCDOT = ADOT * AC * 1000
VM = (HM + A) * AM * 1000
VMDOT = ADOT * AM * 1000
QA = ADOT * (AC + AM) * 1000
QB = ADOT * AM * 1000
50 IF ADOT < 0 GOTO 490
ADC = QA * ((1 - B) * DOA + B
ADM = QB * DOC
80 GOTO 510
1 ADC = QA * DOC - QB * DOM
) ADM = QB * DOM
�J RC = KR * (DOS - DOC) * VC
20 RM = KR * (DOS - DOC) * VM
) BC = KD * LC * VC
) BM = KD * LM * VM
50 NC = ADC + RC - SC - BC
) NM = ADM + RM - SM - BM
* T)
* DOCAVG) - QB * DOC
) DOC = (NC + (VC - VCDOT) * DOC) / VC
80 DOM = (NM + (VM - VMDOT) * DOM) / VM
"7 T = T + 1
J Z = Z + 1
�J X = X + DOC
20 Y = Y + DOM
IF Z < 12 GOTO .690
aD DOCAVG = X / 12
50 DOMAVG = Y / 12
-) X 0
) Y = 0
o0 Z = 0
;q9 IF T < 216 GOTO 370
1 ) LPRINT T, DOC, DOM
IF T = 227 GOTO 725
20 IF T < 239 GOTO 370
LPRINT " it
o LPRINT "DOCAVG (MG/L)="; DOCAVG
40 LPRINT "DOMAVG (MG/L)="; DOMAVG
"5 LPRINT " "
'D IF T < 239 GOTO 370
00 END
i.
I
I
I
10 SEGMENT MARINA -TIDAL AMPLITUDE METHOD
AME OF MARINA=Jarrett bay Core Creek (7-30-98)
1G CHANNEL DEPTH (FT)= 9.5
% �U

LMARINA
DEPTH (FT)= 7
EANNEL
SURFACE AREA (FT**2)=
32000
INA
SURFACE AREA (FT**2)=
3400
JIDAL AMPLITUDE (FT)= 2
TURN
FLOW FACTOR (DIM)= 0
I&DIMENT OXYGEN DEMAND (GM/M**2-DAY)=
1
BIENT
DO (MG/L)= 6.02
ITURATION
DO (MG/L)= 6.64
)ECAY COEFFICIENT (1/DAY)= 1
AERATION
COEFFICIENT (1/DAY)= .3
NANNEL
BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
:ARINA
BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
�(HRS)
DOC (MG/L)
DOM (MG/,L)
16
5.782982
5.399419
5.793756
5.419292
117
18
5.80201
5.434278
19
5.805384
5.439606
220
5.802795
5.43295
21
5.799079
5.426034
22
5.794121
5.418317
223
5.788103
5.409359
5.781533
5.398974
124
25
5.775198
5.387417
26
5.769928
5.375451
227
5.773363
5.380883
ICAVG
(MG/L)= 5.789257
IOMAVG
(MG/L)= 5.411556
128
5.782754
5.398067
229
5.793544
5.418027
5.801812
5.433079
130
31
5.805193
5.438443
32
5.802608
5.431789
233
5.798891
5.424876
134
5.793931
5.417161
35
5.787909
5.408206
236
5.781337
5.397823
5.775001
5.386268
137
38
5.769734
5.374305 .
39
5.773177
5.379781
CAVG
(MG/L)="5.789001
MAVG
(MG/L)= 5.410053
********************************************************************
Two Segment Marina Model Program Equations
Extracted from NC DEHNR Report 90-01
Written by Stephen dlenn V1 6/21/98
LPRINT
LPRINT
LPRINT
LPRINT
LPRINT
LPRINT
LPRINT
0 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"

LPRINT " It
A INPUT "NAME OF MARINA="; N$: BEEP
LPRINT "NAME OF MARINA="; N$
INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
f0 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
HC = .3048 * HC
INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
LPRINT "AVG MARINA DEPTH (FT)="; HM
HM = .3048 * HM
INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
'S AC = .0929 * AC
INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
LPRINT "MARINA SURFACE AREA (FT**2)="; AM
)5 AM = .0929 * AM
^0 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
0 LPRINT "TIDAL AMPLITUDE (FT)="; TA
_�S AO— .1524 * TA
_20 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
0 LPRINT "RETURN FLOW FACTOR (DIM)="; B
0 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
_50 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
!"�0 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
i'0 LPRINT "AMBIENT DO (MG/L)="; DOA
_80 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
0 LPRINT "SATURATION DO (MG/L)="; DOS
j10 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
._0 LPRINT "DECAY COEFFICIENT (1/DAY)=11; KD
f20 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
0 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
,,0 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
150 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
;'0 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
b LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
:1'2 LPRINT " "
'7.5 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
�7 X = 0
18 Y = 0
:79 Z = 0
1 110 DOC = 6
�_}0 DOM = 6
:92 DOCAVG = 6
^0 SC = SOD * AC * 41.67
0 SM = SOD * AM * 41.67
0 T = 0
30 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
10 LM = LC + 1.135 * NBM / (AO * AM)
0 KD = KD / 24
60 KR = KR / 24
�0 A = AO * SIN(,.5236 * T)
0 ADOT = .5236 * AO * COS(.5236 * T)
90 VC = (HC + A) * AC * 1000
0 VCDOT = ADOT * AC * 1000
0 VM = (HM + A) * AM * 1000
0 VMDOT = ADOT * AM * 1000
30 QA = ADOT * (AC + AM) * 1000
10 QB = ADOT * AM * 1000
0 IF ADOT < 0 GOTO 490
60 ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
10 ADM = QB * DOC

LGOTO 510
)0 ADC = QA * DOC - QB * DOM
�0 ADM = QB * DOM
�0 RC = KR * (DOS - DOC) * VC
.0 RM = KR * (DOS - DOC) * VM
0 BC = KD * LC * VC
0 BM = KD * LM * VM
0 NC = ADC + RC - SC - BC
50NM= ADM +RM- SM- BM
'0 DOC = (NC + (VC - VCDOT) * DOC) / VC
0 DOM = (NM + (VM - VMDOT) * DOM) / VM
30 T = T + 1
i0 Z = Z + 1
40X=X+DOC
0 Y = Y + DOM
0 IF Z < 12 GOTO 690
0 DOCAVG = X / 12
0 DOMAVG = Y / 12
50 X = 0
0 Y = O.
0 Z = 0
30 IF T < 216 GOTO 370
10 LPRINT T, DOC, DOM
0 IF T = 227 GOTO 725
0 IF T < 239 GOTO 370
5 LPRINT " "
0 LPRINT "DOCAVG (MG/L)="; DOCAVG
0 LPRINT "DOMAVG (MG/L)="; DOMAVG
45 LPRINT " it
0 IF T < 239 GOTO 370
0 END
WO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
LE OF MARINA=Jarrett Bay Core Creek (8-13-98)
VG CHANNEL DEPTH (FT)= 9.5
E
MARINA DEPTH (FT)= 7
NEL SURFACE AREA (FT**2)= 32000
INA SURFACE AREA (FT**2)= 3400
EDAL AMPLITUDE (FT)= 2.
RN FLOW FACTOR (DIM)= 0
MENT OXYGEN DEMAND (GM/M**2-DAY)= 1
MBIENT DO (MG/L)= 5.24
�TURATION DO (MG/L)= 6.62
CAY COEFFICIENT (1/DAY)= 1
EAERATION COEFFICIENT (1/DAY)= .3
rNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
a -(3

LINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
HRS)
DOC (MG/L)
DOM (MG/L)
6
5.320622
5.i80075
:17
5.317559
5.1873
5.316278
5.193226
k8
9
5.317256
5.196237
0
5.32052
5.195432
5.323239
5.194295
E1
2
5.325156
5.192276
3
5.326172
5.18893
224
5.326419
5.18407
5
5.326296
5.177951
6
5.326382
5.171341
227
5.32382
5.171844
ICAVG
(MG/L)= 5.322958
MAVG
(MG/L)= 5.188608
128
5.320159
5.177618
29
5.31713
5.184998
230
5.315876
5.191043
5.31687
5.194117
131
32
5.320139
5.193317
233
5.322858
5.192185
5.324771
5.19017
134
35
5.325782
5.18683
36
5.326025
5.181974
237
5.325902
5.17586
5.325992
5.169255
138
39
5.323447
5.169836
CAVG (MG/L)= 5.322438
MAVG (MG/L)= 5.185876
Two Segment Marina Model Program Equations
Extracted from NC DEHNR Report 90-01
Written by Stephen Glenn V1 6/21/98
r*********************************************************************
LPRINT
I LPRINT
LPRINT
LPRINT
LPRINT
3 LPRINT " "
LLPRINT
BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
16 LPRINT " "
8 INPUT "NAME OF MARINA="; N$: BEEP
19 LPRINT "NAME OF MARINA="; N$
15 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
0 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
5 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
10 LPRINT "AVG MARINA DEPTH (FT)="; HM
5 HM = .3048 * HM
60 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
10 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC

`l-3
180 GOTO 510
90 ADC = QA * DOC - QB * DOM
�00 ADM = QB * DOM
10 RC = KR * (DOS - DOC) * VC
20 RM = KR * (DOS - DOC) * VM
'30 BC = KD * LC * VC
I40 BM = KD * LM * VM
50 NC = ADC + RC - SC - BC
:60 NM = ADM + RM - SM - BM
70 DOC = (NC + (VC - VCDOT) * DOC) / VC
80 DOM = (NM + (VM - VMDOT) * DOM) / VM
;90 T = T + 1
,00 Z = Z + 1
10 X = X + DOC
.20 Y = Y + DOM
i30 IF Z < 12 GOTO 690
!40 DOCAVG = X / 12
)50 DOMAVG = Y / 12
;60 X = 0
170 Y = 0
80 Z = 0
;90 IF T < 216 GOTO 370
'00 LPRINT T, DOC, DOM
110 IF T = 227 GOTO 725
20 IF T < 239 GOTO 370
'25 LPRINT " if
30 LPRINT "DOCAVG (MG/L)="; DOCAVG
40 LPRINT "DOMAVG (MG/L)="; DOMAVG
'45 LPRINT " it
50 IF T < 239 GOTO 370
60 END
WO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
,AME.OF MARINA=Jarrett Bay Core Creek (9-3-98)
.VG CHANNEL DEPTH (FT)= 9.5
,VG MARINA DEPTH (FT)= 7
HANNEL SURFACE AREA (FT**2)= 32000
ARINA SURFACE AREA (FT**2)= 3400
IDAL AMPLITUDE (FT)= 2
ETURN FLOW FACTOR (DIM)= 0
EDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
MBIENT DO (MG/L)= 5.36
ATURATION DO (MG/L)= 6.975
ECAY COEFFICIENT (1/DAY)= 1
EAERATION COEFFICIENT (1/DAY)= .3
HANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0

LINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
(HRS)
DOC (MG/L)
DOM (MG/L)
216
5.537928
5.468385
217
5.530653
5.472021
5.526477
5.475391
1218
219
5.526746
5.477818
220
5.531829
5.478832
221
5.536538
5.479491
222
1
5.540573
5.479243
223
5.543753
5.477642
224
5.546099
5.474499
5.547895
5.470072
1225
226
5.549646
5.465127
227
5.545265
5.464266
OCAVG (MG/L)= 5.538938
-OMAVG (MG/L)= 5.475239
'228
5.537619
5.466757
229
5.530366
5.470495
230
5.526209
5.473944
231
5.526489
5.476413
1232
5.531575
5.47743
233
5.536283
5.478092
234
5.540316
5.477847
,1235
5.543492
5.47625
236
5.545835
5.47311
237
5.547631
5.468687
238
5.549386
5.463745
239
5.545016
5.462935
^,OCAVG (MG/L)= 5.538591
OMAVG (MG/L)= 5.47343
Two Segment Marina Model Program Equations
Extracted from NC DEHNR Report 90-01
Written by Stephen Glenn V1 6/21/98
LPRINT
ti LPRINT
LPRINT
LPRINT
LPRINT
8 LPRINT
LPRINT
f'O BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
6 LPRINT " "
8 INPUT "NAME OF MARINA="; N$: BEEP
9 LPRINT "NAME OF MARINA="; N$
25 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
0 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
5 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
10 LPRINT "AVG MARINA DEPTH (FT)="; HM
5 HM = .3048 * HM
0 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
10 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC

15 AC = .0929 * AC
80 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
�0 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
5 AM = .0929 * AM
100 INPUT "TIDAL AMPLITUDE (FT)="; TA: .BEEP
410 LPRINT "TIDAL AMPLITUDE (FT)="; TA
15 AO = .1524 * TA
20 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
C40
LPRINT "RETURN FLOW FACTOR (DIM)="; B
INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
80 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
190 LPRINT "SATURATION DO (MG/L)="; DOS
•"00 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
10 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
-20 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
230 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
40 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
50 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
,,70 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
72 LPRINT " "
i75 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
'77 X = 0
78 Y = 0
'- 79 Z = 0
280 DOC = 6
' 90 DOM = 6
92 DOCAVG = 6
300 SC = SOD * AC * 41.67
,10 SM = SOD * AM * 41.67
,20 T = 0
-:,30 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 * NBM / (AO * AM)
i50 KD = KD / 24
!60 KR = KR / 24
370 A = AO * SIN(.5236 * T)
80 ADOT = .5236 * AO * COS(.5236 * T)
90 VC = (HC + A) * AC * 1000
400 VCDOT = ADOT * AC * 1000
'10 VM = (HM + A) * AM * 1000
20 VMDOT = ADOT * AM * 1000
-.30 QA = ADOT * (AC + AM) * 1000
440 QB = ADOT * AM * 1000
150 IF ADOT < 0 GOTO 490
60 ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
470 ADM = QB * DOC
-180 GOTO 510
90 ADC = QA * DOC - QB * DOM
�00 ADM = QB * DOM
C2O
0 RC = KR * (DOS - DOC) * VC
0 RM = KR * (DOS - DOC) * VM
BC = KD * LC * VC
540 BM = KD * LM * VM
150 NC = ADC + RC - SC - BC
60 NM = ADM + RM - SM - BM
570 DOC = (NC + (VC - VCDOT) * DOC) / VC
180 DOM = (NM + (VM - VMDOT) * DOM) / VM

170 A = AO * SIN(.5236 * T)
380 ADOT = .5236 * AO * COS(.5236
190 VC = (HC + A) * AC * 1000
00 VCDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
120 VMDOT = ADOT * AM * 1000
30 QA = ADOT * (AC + AM) * 1000
40 QB = ADOT * AM * 1000
450 IF ADOT < 0 GOTO 490
160 ADC = QA * ( (1 - B) * DOA + B
70 ADM = QB * DOC
480 GOTO 510
190 ADC = QA * DOC - QB * DOM
00 ADM = QB * DOM
10 RC = KR * (DOS - DOC) * VC
ERM = KR * (DOS - DOC) * VM
BC = KD * LC * VC
BM = KD * LM * VM
550 NC = ADC + RC - SC - BC
160 NM = ADM + RM - SM - BM
* T)
* DOCAVG) - QB * DOC
70 DOC = (NC + (VC - VCDOT) * DOC) / VC
580 DOM = (NM + '(VM - VMDOT) * DOM) / VM
90 T = T + 1
00 Z = Z + 1
10 X = X + DOC
620 Y = Y + DOM
130 IF Z < 12 GOTO 690
40 DOCAVG = X / 12
650 DOMAVG = Y / 12
60 X = 0
170 Y = 0
680 Z = 0
190 IF T < 216 GOTO 370
00 LPRINT T, DOC, DOM
10 IF T = 227 GOTO 725
720 IF T < 239 GOTO 370
125 LPRINT " It30 LPRINT "DOCAVG (MG/L)="; DOCAVG
740 LPRINT "DOMAVG (MG/L)="; DOMAVG
145 LPRINT " ' "
50 IF T < 239 GOTO 370
60 END
WO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
AME OF MARINA=Jarrett Bay Core Creek (9-18-98)
VG CHANNEL DEPTH (FT)= 9.5
I

LG
MARINA DEPTH (FT)= 7
-HANNEL
SURFACE AREA (FT**2)=
32000
JkRINA
SURFACE AREA (FT**2)=
3400
IDAL AMPLITUDE,(FT)= 2
;ETURN
FLOW FACTOR (DIM)= 0
DIMENT
OXYGEN DEMAND (GM/M**2-DAY)=
1
BIENT
DO (MG/L)= 5.92
ATURATION
DO (MG/L)= 6.805
)ECAY COEFFICIENT (1/DAY)= 1
JEAERATION
COEFFICIENT (1/DAY)= .3
IHANNEL
BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
1ARINA
BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
(HRS)
DOC (MG/L) DOM (MG/L)
216
5.793305
5.492506
217
5.799285
5.508121
L78
5.80424
5.520066
19
5.806794
5.524649
220
5.806251
5.520038
5.804778
5.515.141
P21
22
5.802214
5.509415
223
5.798643
5.502419
5.794446
5.493965
25
5.790276
5.484309
lf�224
226
5.786878
5.474215
227
5.788238
5.478004
LCAVVG
(MG/L)= 5.798153
IOMAVG
(MG/L)= 5.503117
128
5.793103
5.491327
229
5.799098
5.507018
230
5.804065
5.5190.2
E31
5.806626
5.523634
32
5.806085
5.519024
233
5.804612
5.514131
5.802045
5.508407
E34
35
5.798471
5.501412
236
5.794272
5.49296
37
5.790102
5.483306
38
(39
5.786706
5.473215
5.788074
5.477042
ECAVG
(MG/L)= 5.797928
MAVG
(MG/L)= 5.501806
********************************************************************
Two Segment Marina Model Program Equations
Extracted from NC DEHNR Report 90-01
Written by Stephen Glenn V1 6/21/98
*********************************************************************
LPRINT
l LPRINT
LPRINT
LPRINT
' LPRINT
LPRINT
LPRINT
0 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"

i
6 LPRINT
8 INPUT "NAME OF MARINA="; N$: BEEP
9 LPRINT "NAME OF MARINA="; N$
15 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
0 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
5 HC = .3048 * HC
�0 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
0 LPRINT "AVG MARINA DEPTH (FT)="; HM
i5 HM = .3048 * HM
j0 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
0 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
'5 AC = .0929 * AC
10 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
0 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
5 AM = .0929 * AM
00 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
15 AO = .1524 * TA
L20 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLOW FACTOR (DIM)="; B
40 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
50 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
60 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
�70 LPRINT "AMBIENT DO (MG/L)="; DOA
80 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
L90 LPRINT "SATURATION DO (MG/L)="; DOS
100 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
10 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
?20 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
i50
30 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
40 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
170 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
72 LPRINT " "
?75 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
77 X = 0
178 Y = 0
?79 Z = 0
i80 DOC = 6
90 DOM = 6
92 DOCAVG = 6
300 SC = SOD * AC * 41.67
10 SM = SOD * AM * 41.67
20 T = 0
330 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
140 LM = LC + 1.135 * NBM / (AO * AM)
50 KD = KD / 24
60 KR = KR / 24
170 A = AO * SIN(.5236 * T)
80 ADOT = .5236 * AO * COS(.5236 * T)
90 VC = (HC + A) * AC * 1000
100 VCDOT = ADOT * AC * 1000
10 VM = (HM + A) * AM * 1000
20 VMDOT = ADOT * AM * 1000
i30 QA = ADOT * (AC + AM) * 1000
140 QB = ADOT * AM * 1000
50 IF ADOT < 0 GOTO 490
:60 ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
:70 ADM = QB * DOC

/G - Z
I
WO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
AME OF
MARINA=Jarrett Bay Core Creek (10-2-98)
'.. VG CHANNEL DEPTH (FT)= 9.5
AVG MARINA
DEPTH (FT)= 7
-HANNEL
SURFACE AREA (FT**2)= 32000
'ARINA
SURFACE AREA (FT**2)=
3400
TIDAL AMPLITUDE (FT)= 2
nETURN
FLOW FACTOR (DIM)= 0
EDIMENT
OXYGEN DEMAND (GM/M**2-DAY)=
1
MBIENT
DO (MG/L)= 7.89
SATURATION
DO (MG/L)= 7.77
ECAY COEFFICIENT (1/DAY)= 1
EAERATION
COEFFICIENT (1/DAY)=
.3
CHANNEL
BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
"IARINA
BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
�.n
(HRS)
DOC (MG/L)
DOM (MG/L)
216
7.340895
6.707986
�217
7.365347
6.74116
218
7.383048
6.765722
219
7.388854
6.773715
220
7.380597
6.76139
1�221
7.370613
6.748878
222
7.358938
6.735641
,- 223
7.346035
6.721248
224
7.332799
6.705514
225
7.32041
6.688691
226
7.309957
6.671541
1227
7.319339
6.682264
DOCAVG
(MG/L)= 7.350674
,,OMAVG
I
(MG/L)= 6.721896
228
7.341593
6.711314
_229
7.365994
6.744283
i,230
7.383655
6.768687
-_1231
7.389435
6.776594
232
7.381171
6.764262
233
7.371187
6.751741
234
7.359515
6.738498
235
7.346618
6.724098
-236
7.333388
6.708356
�;237
7.320998
6.691526
238
7.310538
6.674369
239
7.319894
6.684989
iOCAVG (MG/L)= 7.35146
DOMAVG (MG/L)= 6.72559
i
Two Segment Marina Model Program Equations
Extracted from NC DEHNR Report 90-01
,j

Written by Stephen Glenn VI 6/21/98
LPRINT
LPRINT
5 LPRINT
LPRINT
LPRINT
LPRINT
LPRINT
0 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
5 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
fi6 LPRINT " "
8 INPUT "NAME OF MARINA="; N$: BEEP
9 LPRINT "NAME OF MARINA="; N$
5 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
"'0 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
5 HC = .3048 * HC
_0 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
^50 LPRINT "AVG MARINA DEPTH (FT)="; HM
', '5 HM = .3048 * HM
0 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
?'70 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
-5 AC = .0929 * AC
0 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
60 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
�05 AM = .0929 * AM
1 �00 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
10 LPRINT "TIDAL AMPLITUDE (FT)="; TA
J,115 AO = .1524 * TA
120 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
y30 LPRINT "RETURN FLOW FACTOR (DIM)="; B
�140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
60 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
'''70 LPRINT "AMBIENT DO (MG/L)="; DOA
?180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
90 LPRINT "SATURATION DO (MG/L)="; DOS
00 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
-�210 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
-20 INPUT "REAERATION COEFFICIENT (1/DAY)=11; KR: BEEP
30 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
,z40 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
_?50 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
60 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
70 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
'172 LPRINT
i- 75 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
'77 X = 0
>278 Y = 0
`s79 Z = 0
i 80 DOC = 6
,.290 DOM = 6
'CDOCAVG = 6
00 SC = SOD * AC * 41.67
O1SM = SOD * AM * 41.67
320 T = 0
130 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
40 LM = LC + 1.135 * NBM / (AO * AM)
350 KD = KD / 24
160 KR = KR / 24

A*:;p Quaternary Environmental Consultants, Inc.
P.O. Box 1601 Carrboro NC 27510
Dissolved Oxygen Model Initial Report SEP 0 3 1998
August 24, 1998
Quaternary Environmental Consultants, Inc. (QEC) is pleased to present the initial results
for the Dissolved Oxygen Marina Model assessment of Jarrett Bay Boatworks' Core
Creek facility. QEC began working with Jarrett Bay in May of 1998 to perform a water
quality assessment of the Core Creek facility, with particular emphasis on the collection
of data for the NCDEM's Marina Dissolved Oxygen Model, described in Report No. 90-
01.
The purpose of this assessment is to determine the water quality impact of a 3400 ft2
expansion to the existing basin. To obtain the data necessary to run the model,
measurements of dissolved oxygen (DO), salinity, conductivity, temperature, pH, and
turbidity are collected by Jarrett Bay personnel at 5 sample locations (see Figure 1) every
two weeks for the duration of the study. All measurements collected to date are listed in
Attachment 1. This data forms the basis of the inputs into the Two -Segment Marina
Model.
Although four ambient sites are sampled, the model is run using only measurements from
the sample site closest to the Core Creek basin (Sample Site A3). SDO values are
determined using an oxygen solubility table (see Attachment 2) that is based on measured
temperature and salinity values, and assumes an atmospheric pressure of 760 torn.
The sediment oxygen demand (SOD) value was determined by comparing results from
the One -Segment Model and the measured results in the basin. The One -Segment Model
most closely predicts the measured DO value in the basin when a SOD value of 1.0 is
used (see example- Attachment 3).
Results
Initial results indicate that DO concentrations in the proposed expansion will satisfy state
requirements and should not pose an environmental threat. During all but one sampling
period, the DO concentrations predicted by the model were above 5.0 mg/L (Attachment
4). The only sample below 5.Omg/L was within 0.2 mg/L for both the marina and
channel. These predictions are consistent with the measurements collected at the sample
site located within the basin (M1).
Phone: [phone] FAX: [phone]

Figure 1
Sample Locations

0
Jarrett Bay Boatworks, Inc. - Core Creek Water Quality Assessment
O
Sample Location
O
Ml
Cox Property
O Al
0 A3 O
A4
O Az
Not to Scale

Attachment 1
Field Measurements

Marina Site
Turbidity Secci SDO mg/L
Date Depth DO (mg/L) Conductivity Salinity Cl- Temp pH (NTU) (meter) (760 Corr)
614198 surface 5.21
44.78
27.3
15.108
27.7 7.6
0.5m 5.08
44.86
27.4
15.163
27.6
1.0m 5.21
45
27.5
15.219
27.6
Averages: 5.17
44.88
27.40
15.163
27.63 7.60 10.50 6.83
6118198 surface
5.93
43.23
25.6
14.166
28.9 7.7
0.5m
5.83
44.05
26
14.388
28.9
Averages:
5.88
43.64
25.8
14.277
28.9 7.7 0.93 6.62
712198 surface 4.92
46.77
27
14.942
30.4 7.7
0.5m 4.88
47.4
27.4
15.163
30.4
1.0m 4.79
46.9
27.3
15.108
30.4
Averages: 4.86
47.02
27.23
15.071
30.40 7.7 10.25 0.558 6.42
7116198 surface 6.15
48.5
29
16.05
29.2 7.8
0.5m 6.13
48.35
29
16.05
29.2
1.0m 6.14
48.4
29.1
16.105
29.2
Averages: 6.14
48.42
29.03
16.068
29.20 7.8 9.3 1 6.47
7130198 surface
6.79
35.1
19.7
10.898
30.4 8
0.5m
6.76
35.35
19.9
11.008
30.3
1.0m
6.74
36.14
20.4
11.285
30.2
1.5m
6.56
37.31
21.3
11.784
30.1
_
Averages:
6.71
35.98
20.33
11.244
30.25 8 7.24 1.04 6.72
8113198 surface
5.3
33.76
18.2
10.066
29.4 7.8
0.5m
5.42
35.42
20.3
11..23
29.4
1.Om
5.2
32.5
21.4
11.839
29.3
. 1.5m
5.29
42.17
24.5
13.557
29.5
2.Om
5.12
44.58
26.3
14.554
29.4
2.5m
5.14
45.62
26.5
14.665
29.4
Averages:
5.25
39.01
22.87
12.652
29.40 7.8 10.3 1 6.7
5.67 43.16 25.44 14.08 29.30 7.77 7.93

Ambient 1 Site
Conductivity Temp Turbidity Seccl SOO mglL
Dale/Depth Depth DO (mglL) (MS) Salinity Cl. (degree C) pH (NTU) (meter) (760 torr)
614198 surface
5.32
44.23
27.1 14.9972
27.3 7.6 5.75
0.5 an
5.27
44.45
27.2 15.0526
27.3
1m
5.32.
44.41
27.3 15.108
27.3
1.5m
2m
2.5m
3m
3.5m
Averages:
5.30
44.36
27.20 15.0526
27.30 7.6 5.76
6118/96 surface
5.69
45.8
27.7 15.3296
28.4 7.7 1
0.5 m
5.65
45.84
27.6 15.2742
28.4
lm
5.67
45.8
27.5 15.2188
28.4
1.5m
5.68
45.64
27.6 15.2742
28.4
2m
5.59
45.38
27.3 15.108
28.4
2.5m
3m
3.5m
Averages:
5.66
45.69
27.64 15.241
28.40 7.7
712198 surface
4.71
51
24A
13.723
30 7.7 6.68 0.744
0.5 m
4.64
52.4
31
17.1579
29.9
1m
4.61
52.5
31
17.1579
30
1.5m
4.54
52.4
31
17.1579
30
2m
2.5m
3m
3.5m
Averages:
4.63
52.06
29AS
16.2992
29.98 7.7 6.68 0.744
7116198 surface
6.28
48.27
28.7 16.8837
29.2 7.8 10.8 1
0.5 an
6.15
48.32
28.8 15.9391
29.1
1m
6.15
48.3
28.8 15.9391
29.1
1.5m
6.07
48.39
28.9 15.9945
29.1
2m
6.1
48.51
28.9 15.9945
29.1
2.5m
6.1
48.65
28.8 15.9391
29.1
3m
6.1
48.67
29.1 16.1053
29.1
3.5m
Averages:
6.14
48.44
28.86 15.9707
25AS 7.8 10.8 1
7130198 surface
6.37
35.72
20.3
11.2299
30 8 8.06 1.09
0.5 m
6.25
35.8
20.3
11.2299
30
1m
6.3
35.82
20.4
11.2853
30
1.5m
6.31
35.92
20.4
11.2853
30
2m
2.5m
3m
3.5m
Averages:
6.31
35.82
20.35
11.2676
30.00 8 8.06 1.09
8113198 surface
5.6
37.24
20.5 11.3407
29.3 7.8 10 1
0.5 m
5.62
40.3
23.5 13.0028
29.4
lm
5.8
40.2
24.3 13.446
29.4
1.5m
5.4
46.75
27.25 15.0803
29.5
2m
5.45
46.8
27.5 15.2188
29.4
2.5m
3m
3.5m
ever�nec
997
Al19
9A 94 Al a111
90 An 9w 1n 4

Ambient 2 Site
DO Conductivity Temp Turbidity Secci SDO mg/L
Date Depth (mg/L) (MS) Salinity CI- (degree C) pH (NTU) (meter) (760 tort)
614198 surface
5.5
44.15
27.1
14.997
27.4 7.6
0.5 m
5.26
44.23
27.1
14.997
27.4
im
5.25
42.34
27.1
14.997
27.4
1.5m
5.26
44.28
27.1
14.997
27.5
2m
5.35
44.65
27.3
15.108
27.6
2.5m
5.36
44.7
27.3
15.100
27.6
3m
5.36
44.71
27A
15.163
27.6
3.5m
5.36
44.78
27.4
15.163
27.65
Averages:
6.34
44.23
27.23
15.066
27.52 7.60 6.05
6/18/98 surface
5.93
44.09
26.4
14.609
28.5 7.7 1
0.5 an
5.81
44.05
26.3
14.554
28.5
1m
5.85
44
26.3
14.554
28.5
1.5m
5.84
43.91
26.3
14.554
28.5
2m
5.9
43.79
26.1
14A43
28.5
2.5m
5.93
43.71
26.1
14.443
28.5
3m
5.88
43.46
25.9
14.332
28.6
3.5m
Averages:
6.88
43.86
26.20
14A99
28.51 7.7
712/98 surface
4.87
46.13
26.8
14.831
30.2
0.5 m
4.77
48.29
27
14.942
30.2
1m
4.7
47.11
27.5
15.219
30.1
1.5m
4.7
47.83
27.9
15.44
30.1
2m
4.6
52
30.7
16.992
30.1
2.5m
4.6
52
30.6
16.936
30.1
3m
4.6
51.9
30.6
16.936
30.1
3.5m
4.58
51.9
30.6
16.936
30.1
Averages:
4.60
49.40
28.96
16.029
30.13 7.7 8.2 1
7/16198 surface
6.25
48.64
29
16.05
29.2 7.8 10.8 1
0.5 m
6.23
48.7
29
16.05
29.2
1m
6.25
49.01
29.1
16.105
29.2
1.5m
6.26
49.2
29.2
16.161
29.2
2m
6.29
49.5
29.5
16.327
29.2
2.5m
6.26
49.55
29.6
16.382
29.2
3m
6.25
49.58
29.7
16.438
29.2
3.5m
6.28
49.68
29.7
16.438
29.2
Averages:
6.26
49.23
29.35
16.244
29.20 7.8 9.31 1
7/30198 surface
6.25
34.98
19.8
10.953
29.9 8 8.06 1.09
0.5 m
6.15
34.96
19.9
11.008
29.9
1 m
5.97
35.41
20.2
11.175
29.7
1.5m
5.93
36.16
20.3
11.23
29.7
2m
5.77
37.05
21.2
11.729
29.6
2.5m
5.85
37.65
21.5
11.895
29.6
3m
5.65
38.98
22.6
12.504
29.6
3.5m
5.6
39.52
22.8
12.615
29.6
4.Om
5.6
40.55
23.6
13.058
29.6
Averages:
5.86
37.25
21.32
11.796
29.69 8 3.44 1.02
8113198 surface
6.3
35.77
20.6
11.396
29.3 7.8 10 1
0.5 m
5.75
36.37
20.9
11.562
29.4
1 m
5.45
41.87
24.3
13.446
29.5
1.5m
5.35
45.6
26.7
14.776
29.4
2m
5.37
45.8
27
14.942
29.4
2.5m
5.3
45.89
27.1
14.997
29.4
3m
5.36
45.9
27
14.942
29.4
3.5m
5.35
45.93
27.1
14.997
29A
4.Om
5.35
45.94
27.1
14.997
29.4
Averages:
5.51
43.23
45.56
25.224
29.40 7.8 10.9 1
DO(mgl Conductivity Salinity Cl- Temp pH Turbidity Secci SOO
Average 5.59 44.63 29.77 16.48 29.07 7.77 7.58 0.80 0.00

Ambient 3 Site
Turbidity Secci SDO mg1L
Date Depth DO (mglL) Conductivity Salinity Cl- Temp pH (HTU) (meter) (780 Corr)
61419E 5.45
45.3
27.6
15.274238
27.8 7.6
5.48
45.29
27.6
15.274238
27.8
5.44
45.27
27.6
15.274238
27.8
5.45
45.33
27.6
15.274238
27.8
.. 5.55
45.34
27.6
15.274238
27.8 -
5.56
45.36
27.6
15.274238
27.8
5.58
45.39
27.6
16.274238
27.8
5.49
45.39
27.6
15.274238
27.8
Averages: 5.50
45.33
27.60
15.274238
27.80 7.6 13.00 5.675
6118198 5.96
43
25.5
14.110803
28.6 7.7 1.2
5.93
42.9
25.5
14.110803
28.6
5.91
42.93
25.4
14.055402
28.6
5.94
42.75
25.5
14.110803
28.6
5.92
42.78
25.4
14.055402
28.6
5.95
42.8
25.4
14.055402
28.6
5.9
42.6
25.5
14.110803
28.7
6
42.4
25
13.833795
28.6
Averages: 6.94
42.77
25.40
14.055402
28.61 7-7 1.20 6.49
- 712198 4.9
46.26
26.8
14.831025
30.3 7.8 -
4.79
46.45 -
27
14.941828
30.2
4.74
46.9
27.3
15.108033
30.2
4.67
48.15
28.2
15.606648
30.2
4.57
51.7
30.4
16.825485
30.2
4.65
51.7
30.5
16.880886
30.2
4.64
51.6
30.4
16.825485
30.2 -
4.62
51.8
30.5
16.880886
30.2
Averages: 4.70
49.32
28.89
15.987535
30.21 7.8 8.40 1.00 6.34
7116198 surface
6.15
48.5 -
29
16.049861
29.2 7.8
0.5 or
6.2
48.55
29
16.049861
29.2
I
6.21
48.54
29.1.
16.105263
29.2
1.5m
6.2
48.55
29
16.049861
29.2
2m
6.2
48.54
29
16.049861
29.2
2.5m
6.21
48.55
29
16.049861
29.2
3m
6.19
48.6
29
16.049861
29.2
3.5m
6.2
48.59
29
16.049861
29.2
Averages:
6.20
48.55
29.01
16.056787
29.20 7.8 9.50 1.00 6.47
7/30198 surface
6.53
35.15
19.8
10.952909
30 8
0.5 m
6.35
35.38
20
11'.063712
30
1 m
6.3
35.5
20.1
11.119114
30
1.5m
6.2
37.5
21.4
11.839335
29.9
2m
6.1
38.18
21.9
12.116343
29.9
2.5m
5.8
39.94
23
12.725762
29.8
3m
5.65
40.01
23.2
12.836565
29.7
3.5m
5.56
40.42
23.4
12.947368
29.7
4.Om
5.63
41.01
23.7
13.113573
29.8
Averages:
6.01
38.12
21.83
12.079409
29.07 8 7.79 1.07 6.64
- 8113198 surface
5.25
32
17.7
9.7894737
29.3
0.5 or
5.4
37.39
21.7
12.00554
29.5
for
5.01
37.74
21.9
12.116343
29.5
1.5m
5.15
42.17
24.3
13.445983
29.5
2m
SA4
44.59
26.2
14.498615
29.5
2.5m
5.12
44.9
26.4
14.609418
29.5
3m
5.26
45.17
26.7
14.775623
29.4
3.5m
5.4
46.17
27.2
15.052632
29.4
4.Om
5.4
46.18
27.3
15.108033
29.4
Averages:
6.24
41.81
24.38
13.489074
29.44 7.9 10.50 1.00 6.62
Conductivity
5.60 44.32
6.54

Ambient Site
DO Conductivity Temp Turbidity Seccl SDO mg/L
Dale Depth (mglL) (MS) Salinity Cl- (degree C) pH (NTU) (meter) (760 torr)
614198 surface
5.47
45.3
27.6
15.274
27.8 7.6 8.6
0.5 m
5.4
45.28
27.6
15274
27.8
1m
5.4
45.34
27.6
15.274
27.8
1.5m
5.41
45.31
27.6
15.274
27.8
2m
5.38
45.32
27.6
15.274
27.8
2.Sm
3m
3.5m
Averages:
6.41
45.31
27.60
15.274
27.80 7.60 8.6
6118198 surface
6
41.69
24.6
13.612
28.8 7.7 0.94
0.5 m
6.04
41.6
24.6
13.612
28.8
1 m
6.03
41.61
24.6
13.612
28.8
1.5m
6.03
41.53
24.5
13.557
28.8 .
2m
2.5m
3m
3.5m
Averages:
6.03
41.61
24.58
13.598
28.80 7.7 0.94
712198 surface
4.78
45.95
26.6
14.72
30.3
0.5 m
4.8
46.03
26.7
14.776
30.3
1m
4.8
46.69
27.1
14.997
30.2
1.5m
2m
2.5m
3m
3.5m
Averages:
4.79
46.22
26.80
14.831
30.27 7.7 6.73 0.75
7116198 surface
6.18
48.6
28.9
15.994
29.3
0.5 m
6.1
48.6
28.9
15.994
29.3
1m
6.15
49.19
29.5
16.327
29.2
1.5m
5.99
49.85
29.8
16.493
29.2
2m
6.12
50
29.9
16.548
29.2
2.5m
3m
3.5m
Averages:
6.11
49.25
29.40
16.271
29.24 7 9.35 1
MOMS surface
6.78
35.89
20.3
11.23
30.3 8 8.06 1.09
0.5 m
6.61
36.37
20.5
11.341
30.3
1 m
6.72
35.42
20.4
11.285
30.3
1.5m
2m
2.5m
3m
3.Sm
Averages:
6.70
35.89
20.40
11.285
30.30 8 8.27 1.04
8113198 surface
5.59
37.45
21.6
11.95
29.4 7.8 10 1
0.5 m
5.62
40.69
23.1
12.781
29.5
1 m
5.3
41.98
24.6
13.612
29.5
1.5m
5.3
46.22
27.1
14.997
29.4
2m
5.37
46.72
27.6
15.274
29.4
2.5m
3m
3.5m
Averages:
6."
42.61
24.80
13.72
29.44 7.9 8.4 1
DO (mgl Conductivity Salinity Cl- Temp pH Turbidity Secci SOO
Average 5.76 43.48 25.60 14.16 29.31 7.65 8.27 0.95

Attachment 2
Oxygen Solubility Table
From:
Measurements of Dissolved Oxygen
by
M. L. Hitcbman

PBE86UBE(TOgq). 760 "-------------__._.-
TEMP(C)
CBLDRIUE(G/L)
D 2 4 6 B 10 12 14 16 t8 20
0 14.17 13.95 17.91 13.58 13.26 12.97 12.60 12.27 11,94 11.61 11.29
1 13 79 1J.B5 1].54 13.22 12.90 12.58 12.27 11.95 11. 63 11.31 11.DD
7 1J.47 i7. tJ 12.87 12.54 12.56 24 tZ.94 11.64 11. JS 11, 33 11.03 10.72
4 17.08 12.79 12. 50 t2.21 11.93 11, 6q 11,35 11, 06 10.78 10.49 10,20
5 12.74 12.46 12, t9 11, 91 11, 67 11,J5 11, 07 10, 79 10, 52 10.24 9.96
6 12.42 12. 15 it, BB 11.61 11.34 11.07 10.00 10.54 10.27 10.00 9.77
7 12. 11 11.85 11.59 11,33 11, 07 t0,B1 10.55 10. 29 10.0] 9.77 9.51
8 11, 81 11.56 11,31 11.06 10.01 10.55 10.70 10. D5 9.00 9.55 9.30
9 I1, 5J 11,29 11, 04 t0,B0 10.56 10,J1 10.07 9.82 9.58 9.74 9.09
10 11.26 11, 02 t0.79 10,55 10,J1 10.08 9.84 9.61 9,77 9.14 0.90
12 10.50 10.52 10,30 110.08 19.86 9.64 9.42 9.20 8.98 8.76 8.54
iJ 10,50 10.29 10.07 9.86 9.65 9.43 9,22 9.01 8.79 B.SB 8.77
/4 10.27 10, 06 9.06 9.65 9.454 '9. 24 9.03 8.82 8.62 0.41 8.20
15 10.05 9.85 9.65 9,45 9.25 9. OS 8.85 8.65 8.62 8.41 0.20
16 9.83 9.64 9.44 9.25 9.06 8.86 0.67 0.47 8.20 B-09 7.89
17 9.63 9.44 9,25 9,06 8.87 8.69 8.50 B.]1 8. 12 7.97 7,74
10 9.q7 9.25 9.06 B,BB 8.70 8.52 B.J7 8. 15 7.97 7.78 7.60
19 9. 24 9.06 B.BB B.71 8.57 B.JS 8.17 7.99 7.82 7.64 7.46
20 9.06 B.BB B,71 8,54 9.36 8.19 8.02 7,84 7.67 7.50 7.32
21 8.80 8.71 8.54 8.37 8.20 8.04 7.87 7.70 7.53 7.76 7.19
'22' 0.71 0.55 8.78 8.22 8,05 7.89 7.72 7.56 7.79 7.36 7.
_ ;;2] 8.53 8.79 8.22 8.06 7.90 7.74 7.SB 7.42 7.25 7.09 6,97
- `25. 8.24 B.OB 7.97 7.77 7.76 ].60 7.58 ' 7.2e 7.12 6.96 6.00
_ 7.46 7.JD 7.14 6.99 6.83 6.68
26 8.09 7.94 7.78 7.63 7.47 7.32 7.17 7.01 6.86 6.70 6.55
27 7.95 7.00 7.64 7.49 7.34 7.19 7.03 6.80 6.73 6.58 6.42
28 7.8/ 7.66 7.51 7.36 7,21 7,05 6.90 6.75 6.60 6,45 6. 70
JO 7.55 7.40 7.25 7. 10 6.95 6.79 6. 64 6.49 6. i4 6.19 6.04
208

Attachment 3
One -Segment Model Example
SOD of 1.0
Data from 6-18-98

' � 1
380 ADOT='.5236 * AO * COS(.5236 * T)
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT * AM * 1000
440 Q = ADOT * AM * 1000
450 IF ADOT < 0 GOTO 500
470 ADM = Q * DOA
480 GOTO 520
500 ADM = Q * DOM
520 RM = YR * (DOS - DOM) * VM
560 NM = ADM + RM - SM - BM
580 DOM = (NM + (VM - VMDOT) * DOM) / VM
590 T = T + 1
600 Z = Z + 1
620 Y = Y + .DOM
630 IF Z < 12 GOTO 690
650 DOMAVG = Y / 12
670 Y = 0
680 Z = 0
690 IF T < 216 GOTO 370
700 LPRINT T, DOM
710 IF T = 227 GOTO 725
720 IF T < 239 GOTO 370
725 LPRINT " "
740 LPRINT "DOMAVG (MG/L)="; DOMAVG
745 LPRINT " "
750 IF T < 239 GOTO 370
760 END
ONE SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Jarrett Bay Core Creek 1-Segment Example 6-18-98
AVG MARINA DEPTH (FT)= 9.5
MARINA SURFACE AREA (FT**2)= 32000
TIDAL AMPLITUDE (FT)= 2
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
AMBIENT DO (MG/L)= 5.94
SATURATION DO (MG/L)= 6.49
REAERATION COEFFICIENT (1/DAY)= .3
T (HRS)
DOM (MG/L)
216
5.681863
217
5.691802
218
5.699361
219
5.70213
220
5.698958
221
5.695658
222
5.691916
223
5.6875
224
5.682341
225
5.676602
226
5.670691
227
5.673268
DOMAVG (MG/L)= 5.687821

228
5.681728
229
5.691675
230
5.699242
231
5.702015
232
5.698845
233
5.695546
234
5.691805
235
5.687391
236
5.682233
237
5.676496
238
5.670586
239
5.673167
DOMAVG (MG/L)= 5.687663
' One Segment Marina Model Program Equations
' Extracted from NC DEHNR Report 90-01 and Data From Joanne Steenhuis
' Written by Stephen Glenn V1 8/22/98
15 LPRINT "ONE SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
16 LPRINT " "
18 INPUT "NAME OF MARINA=";•N$: BEEP
19 LPRINT "NAME OF MARINA="; N$
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
50 LPRINT "AVG MARINA DEPTH (FT)="; HM
55 HM = .3048 * HM
.80 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
90 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
95 AM = .0929 * AM
'100 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
115 AO = .1524 * TA
140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
150 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
190 LPRINT "SATURATION DO (MG/L)="; DOS
220 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
230 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
272 LPRINT " "
275 LPRINT "T (HRS)", "DOM (MG/L)"
277 X = 0
278 Y = 0
279. Z = 0
290 DOM = 6
310 SM = SOD * AM * 41.67
320 T = 0
360 KR = KR / 24
370 A = AO * SIN(.5236 * T)
380 ADOT = .5236 * AO,* COS(.5236 * T)
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT * AM * 1000
440 Q = ADOT * AM * 1000
450 IF ADOT < 0 GOTO 500
470 ADM = Q * DOA
480 GOTO 520
500 ADM = Q * DOM

Attachment 4
Model Predictions
Data from Sample Site A3

Model Predictions Using Data from Ambient 3 Site
Date
Channel
Marina
4-Jun
5.498
5.297
5.498
5.295
18-Jun
5.681
5.282
5.680
5.280
2-Jul
4.891
4.843
4.890
4.839
16-Jul
5.825
5.338
5.825
5.336
30-Jul
5.789
5.412
5.789
5.410
13-Aug
5.323
5.189
5.322
5.186

Inputs for the Two -Segment Model
Average Channel Depth
Average Marina Depth
Channel Surface Area
Marina Surface Area
Tidal Amplitude
Return Flow Factor
Sediment Oxygen Demand
Decay Coefficient
Reaeration Coefficient
Channel Boat Activity
Marina Boat Activity
DO
SDO
*NCDEM Suggested Values
9.5 feet
7 feet
32000 ftxft
3400 ftxft
2ft
0*
1 day*
0.3 *
0*
0*
field measurement
Determined from field measurements

370
380
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
640
650
660
670
680
690
700
710
720
725
730
740
745
750
760
A'= AO * SIN(.5236 * T)
ADOT = .5236 * AO * COS(.5236
VC = (HC + A) * AC * 1000
VCDOT = ADOT * AC * 1000
VM = (HM + A) * AM * 1000
VMDOT = ADOT * AM * 1000
QA = ADOT * (AC + AM) * 1000
QB = ADOT * AM * 1000
IF ADOT < 0 GOTO 490
ADC = QA * ( (1 - B) * DOA + B
ADM = QB * DOC
GOTO 510
ADC = QA * DOC - QB * DOM
ADM = QB * DOM
RC = KR * (DOS - DOC) * VC
RM = KR * (DOS - DOC) * VM
BC = KD * LC * VC
BM = KD * LM * VM
NC = ADC + RC - SC - BC
NM = ADM + RM - SM - BM
* T)
* DOCAVG) - QB * DOC
DOC = (NC + (VC - VCDOT) * DOC) / VC
DOM = (NM + (VM - VMDOT) * DOM) / VM
T = T + 1
Z = Z + 1
X = X + DOC
Y = Y + DOM
IF Z < 12 GOTO 690
DOCAVG = X / 12
DOCAVG = Y / 12
X = 0
Y = 0
Z = 0
IF T < 216 GOTO 370
LPRINT T, DOC, DOM
IF T = 227 GOTO 725
IF T < 239 GOTO 370
LPRINT " if
LPRINT "DOCAVG (MG/L)="; DOCAVG
LPRINT "DOMAVG (MG/L)="; DOMAVG
LPRINT " of
IF T < 239 GOTO 370
END
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Jarrett Bay Core Creek (6-4-98)
AVG.CHANNEL DEPTH (FT)= 9.5

AVG MARINA -DEPTH (FT)= 7
CHANNEL SURFACE AREA (FT**2)= 32000
MARINA SURFACE AREA (FT**2)= 3400
TIDAL AMPLITUDE (FT)= 2
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
AMBIENT DO (MG/L)= 5.5
SATURATION DO (MG/L)= 6.675
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.494818
5.288154
217
5.495496
5.298834
218
5.496795
5.307239
219
5.498424
5.310892
220
5.50011
5.30851
221
5.501093
5.305816
222
5.501155
5.302261
223
5.500272
5.297403
224
5.498679
5.291053
225
5.49688
5.283469
226
5.495523
5.275415
227
5.494583
5.27727
DOCAVG (MG/L)= 5.498201
DOCAVG (MG/L)= 5.297581
228
5.49445
5.286156
229
5.495155
5.296963
230
5.496475
5.305463
231
5.498117
5.309169
232
5.499807
5.306791
233
5.50079
5.304101
234
5.500848
5.30055
235
5.499961
5.295695
236
5.498365
5.28935
237
5.496565
5.28177
238
5.495212
5.27372
239
5.494286
5.275638
DOCAVG (MG/L)= 5.497788
DOCAVG (MG/L)= 5.29536
Two Segment Marina Model Program Equations
' Extracted from NC DEHNR Report 90-01
' Written by Stephen Glenn V1 6/21/98
3 LPRINT
4 LPRINT
5 LPRINT
6 LPRINT
7 LPRINT
8 LPRINT
9 LPRINT
10 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"

16 LPRINT " It
18 INPUT "NAME OF MARINA="; N$: BEEP
19 LPRINT "NAME OF MARINA=", N$
25 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
30 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
35 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
50 LPRINT "AVG MARINA DEPTH (FT)="; HM
55 HM = .3048 * HM
60 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
70 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
75 AC = .0929 * AC
80 INPUT "MARINA SURFACE AREA (FT**2)=", AM: BEEP
90 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
95 AM = .0929 * AM
100 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
115 AO = .1524 * TA
120 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLOW FACTOR (DIM)="; B
140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2'-DAY)="; SOD: BEEP
150 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
190 LPRINT "SATURATION DO (MG/L)="; DOS
200_INPUT "DECAY COEFFICIENT (1/DAY)=11; KD: BEEP
210 LPRINT "DECAY COEFFICIENT (1/DAY)=11; KD
220 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
230 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
240 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
250 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
270 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
272 LPRINT
275 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
277 X = 0
278 Y = 0
279 Z = 0
280 DOC = 6
290 DOM = 6
292 DOCAVG = 6
300 SC = SOD * AC * 41.67
310 SM = SOD * AM * 41.67
320 T = 0
330 LC = 1.135 * (NBC + NBM) /,(AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 * NBM / (AO * AM)
350 KD = KD / 24
360 KR = KR / 24
370 A = AO * SIN(.5236 * T)
380 ADOT = .5236 * AO * COS(.5236 * T)
390 VC = (HC + A) * AC * 1000
400 VCDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT *,AM * 1000
430 QA = ADOT * (AC + AM) * 1000
440 QB = ADOT * AM * 1000
450 IF ADOT < 0 GOTO 490
460 ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
470 ADM = QB * DOC

480
490
500
510
520
530
540
550
560
570
580
590
600
610
620
630
640
650
660
670
680
690
700
710
720
725
730
740
745
750
760
GOTO 510
ADC = QA * DOC - QB * DOM
ADM = QB * DOM
RC = KR * (DOS - DOC) *
RM = KR * (DOS - DOC) *
BC = KD * LC * VC
BM = KD * LM * VM
NC = ADC + RC - SC - BC
NM = ADM + RM - SM - BM
DOC = (NC + (VC - VCDOT)
DOM = (NM + (VM - VMDOT)
T = T + 1
Z = Z + 1
X = X + DOC
Y = Y + DOM
IF Z < 12 GOTO 690
DOCAVG = X / 12
DOMAVG = Y / 12
X = 0
Y = 0
Z = 0
VC
VM
* DOC) / VC
* DOM) / VM
IF T < 216 GOTO 370
LPRINT T, DOC, DOM
IF T = 227 GOTO 725
IF T < 239 GOTO 370
LPRINT " it
LPRINT "DOCAVG (MG/L)="; DOCAVG
LPRINT "DOMAVG (MG/L)="; DOMAVG
LPRINT " it
IF T < 239 GOTO 370
END
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Jarrett Bay Core Creek (6-18-98)
AVG CHANNEL DEPTH (FT)= 9.5
AVG MARINA DEPTH (FT)= 7
CHANNEL SURFACE AREA (FT**2)= 32000
MARINA SURFACE AREA (FT**2)= 3400
TIDAL AMPLITUDE (FT)= 2
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
AMBIENT DO (MG/L)= 5.94
SATURATION DO (MG/L)= 6.49
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0

MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.67411
5.269904
217
5.68613
5.290806
218
5.64524
5.306524
219
5.698821
5.31201
220
5.69569
5.304811
221
5.691381
5.297359
222
5.685793
5.289113
223
5.679132
5.279634
224
5.671938
5.268737
225
5.665031
5.256674
226
5.659265
5.244211
227
5.663236
5.25003
DOCAVG
(MG/L)=
5.680792
DOMAVG
(MG/L)=
5.28261
228
5.673809
5..268162
229
5.68585
5.289176
230
5.694978
5.304978
231
5.698569
5.31051
232
5.695441
5.303314
233
5.691132
5.295865
234
5.685541
5.287622
235
5.678875
5.278147
236
5.671679
5.267252
237
5.664771
5.255193
238
5.659008
5.242733
239
5.662992
5.248609
DOCAVG
(MG/L)=
5.680456
DOMAVG
(MG/L)=
5.280673
' Two Segment Marina Model Program Equations
' Extracted from NC DEHNR Report 90-01
' Written by Stephen Glenn V1 6/21/98
3 LPRINT
4 LPRINT
5 LPRINT
6 LPRINT
7 LPRINT
8 LPRINT
9 LPRINT
10 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
16 LPRINT " "
18 INPUT "NAME OF MARINA="; N$: BEEP
19 LPRINT "NAME OF MARINA="; N$
25 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
30 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
35 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
50 LPRINT "AVG MARINA DEPTH (FT)="; HM
55 HM = .3048 * HM
60 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
70 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC

75 AC = .0929 * AC
80 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
90 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
95 AM = .0929 * AM
100 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
115 AO = .1524 * TA
120 INPUT."RETURN FLOW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLOW FACTOR (DIM)="; B
140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
150 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
190 LPRINT "SATURATION DO (MG/L)="; DOS
200 INPUT "DECAY COEFFICIENT (1/DAY)=11; KD: BEEP
210 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
220 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
230 LPRINT "REAERATION COEFFICIENT (1/DAY)=11; KR
240 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
250 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
270 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
272 LPRINT " "
275 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
277 X = 0
278 Y = 0
279 Z = 0
280 DOC = 6
290 DOM = 6
292 DOCAVG = 6
300 SC = SOD * AC * 41.67
310 SM = SOD * AM * 41.67
320 T = 0
330 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 * NBM / (AO * AM)
350 KD = KD / 24
360 KR = KR / 24
370 A = AO * SIN(.5236 * T)
380 ADOT = .5236 * AO * COS(.5236 * T)
390 VC = (HC + A) * AC * 1000
400 VCDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT * AM * 1000
430 QA = ADOT * (AC + AM) * 1000
440 QB = ADOT * AM * 1000
450 IF ADOT < 0 GOTO 490
460 ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
470 ADM = QB * DOC
480 GOTO 510
490 ADC = QA * DOC - QB * DOM
500 ADM = QB * DOM
510 RC = KR * (DOS - DOC) * VC
520 RM = KR * (DOS - DOC) * VM
530 BC = KD * LC * VC
540 BM = KD * LM * VM
550 NC = ADC + RC - SC - BC
560 NM = ADM + RM - SM - BM
510 DOC = (NC + (VC - VCDOT) * DOC) / VC
580 DOM = (NM + (VM - VMDOT) * DOM) / VM

NAME'OF MARINA=Jarrett Bay Core Creek (7-2-98)
AVG CHANNEL DEPTH (FT)= 9.5
AVG MARINA DEPTH (FT)= 7
CHANNEL.SURFACE AREA (FT**2)= 32000
MARINA SURFACE AREA (FT**2)= 3400
TIDAL AMPLITUDE (FT)= 2
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
AMBIENT DO (MG/L)= 4.7
SATURATION DO (MG/L)= 6.34
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
4.88998
4.835699
217
4.882132
4.838354
218
4.877549
4.840996
219
4.877683
4.843112
220
4.882942
4.844302
221
4.887863
4.845135
222
4.892137
4.845058
223
4.895568
4.843625
-224
4.898155
4.840647
225
4.900158
4.836382
226
4.902069
4.831596
227
4.897428
4.830292
DOCAVG (MG/L)= 4.891048
DOMAVG (MG/L)= 4.843425
228
4.889265
4.831976
229
4.881469
4.834866
230
4.876929
4.837687
231
4.877088
4.8399
232
4.882354
4.841098
233
4.887275
4.841938
234
4.891544
4.841868
235
4.894968
4.840443
236
4.897548
4.837472
237
4.899551
4.833214
238
4.901469
4.828436
239
4.896855
4.827249
DOCAVG (MG/L)= 4.890245
DOMAVG (MG/L)= 4.83929
' Two Segment Marina Model Program Equations
' Extracted from NC DEHNR Report 90-01
' Written by Stephen Glenn V1 6/21/98
3 LPRINT
4 LPRINT
5 LPRINT
6 LPRINT
7 LPRINT
8 LPRINT " "

9 LPRINT'" "
10 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
16 LPRINT " "
18 INPUT "NAME OF MARINA="; N$: BEEP
19 LPRINT "NAME OF MARINA="; N$
25 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
30 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
35 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
50 LPRINT "AVG MARINA DEPTH (FT)="; HM
55 HM = .3048 * HM
60 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
70 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
75 AC = .0929 * AC
80 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
90 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
95 AM = .0929,* AM
100 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
115 AO = .1524 * TA
120 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLOW FACTOR (DIM)="; B
140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
150 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
1190 LPRINT "SATURATION DO (MG/L)="; DOS
200 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
210 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
220 INPUT"REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
230 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
240 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
250 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
270 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
272 LPRINT " "
275 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
277 X = 0
278 Y = 0
279. Z = 0
280 DOC = 6
290 DOM = 6
292 DOCAVG = 6
300 SC = SOD * AC * 41.67
310 SM = SOD * AM * 41.67
320 T = 0
330 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 *,NBM / (AO * AM)
350 KD = KD / 24
360 KR = KR / 24
370 A =.AO * SIN(.5236 * T)
380 ADOT = .5236 * AO * COS(.5236 * T)
390 VC = (HC + A) * AC * 1000
400 VCDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT * AM * 1000
430 QA = ADOT * (AC + AM) * 1000

TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Jarrett Bay Core Creek (7-16-98)
AVG CHANNEL DEPTH (FT)= 9.5
AVG MARINA DEPTH '(FT)= 7
CHANNEL SURFACE AREA (FT**2)= 32000
MARINA SURFACE AREA (FT**2)= 3400
TIDAL AMPLITUDE (FT)= 2
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
AMBIENT DO (MG/L)= 6.2
SATURATION DO (MG/L)= 6.47
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.817154
5.323729
217
5.834267
5.349267
218
5.846886
5.368303
219
5.851347
5.374633
220
5.84606
5.365277
221
5.83938
5.355696
222
5.83126
5.34535
223
5.822008
5.333804
224
5.812304
5.32087
225
5.803108
5.306803
226
5.795367
5.292365
227
5.801545
5.299989
DOCAVG (MG/L)= 5.825296
DOMAVG (MG/L)= 5.337805
228
5.816922
5.322306
229
5.834052
5.347936
230
5.846684
5.367042
231
5.851153
5.373409
232
5.845868
5.364056
233
5.839188
5.354477
234
5.831066
5.344133
235
5.821809
5.332589
236
5.812102
5.319657
237
5.802906
5.305593
238
5.795168
5.291158
239
5.801355
5:'298828
DOCAVG (MG/L)= 5.825038
DOMAVG (MG/L)= 5.336222
Two Segment Marina Model Program Equations
' Extracted from NC DEHNR Report 90-01

' Written by Stephen Glenn V1 6/21/98
3 LPRINT
4 LPRINT
5 LPRINT
6 LPRINT
7 LPRINT
8 LPRINT
9 LPRINT
10 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
16 LPRINT " "
18 INPUT "NAME OF MARINA="; N$: BEEP
19 LPRINT "NAME OF MARINA="; N$
25 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
30 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
35 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
50 LPRINT "AVG MARINA DEPTH (FT)="; HM
55 HM = .3048 * HM
60 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
70 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
75 AC = .0929 * AC
80 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
90 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
95 AM = .0929 * AM
100 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
115 AO = .1524 * TA
120 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLOW FACTOR (DIM)="; B
140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
150 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
190 LPRINT "SATURATION DO (MG/L)="; DOS
200 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
210 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
220 INPUT "REAERATION COEFFICIENT (1/DAY)=", KR: BEEP
230 LPRINT "REAERATION COEFFICIENT.(1/DAY)="; KR
240 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
250 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
270 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)=", NBM
272 LPRINT
275 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
277 X = 0
278 Y = 0
279 Z = 0
280 DOC = 6
290 DOM = 6
292 DOCAVG = 6
300 SC = SOD * AC_* 41.67
310 SM = SOD * AM * 41.67
320 T = 0
330 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 * NBM / (AO * AM)
350 KD = KD / 24
360 KR = KR / 24

370 A = Ab * SIN(.5236 * T)
380 ADOT = .5236 * AO * COS(.5236 * T)
390 VC = (HC + A) * AC * 1000
400 VCDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT * AM * 1000
430 QA = ADOT * (AC + AM) * 1000
440 QB = ADOT * AM * 1000
450 IF ADOT < 0 GOTO 490
460 ADC = QA * (('1 - B) * DOA + B * DOCAVG) - QB * DOC
470 ADM = QB * DOC
480 GOTO 510
490 ADC = QA * DOC - QB * DOM
500 ADM = QB * DOM
510 RC = KR * (DOS - DOC) * VC
520 RM = KR * (DOS - DOC) * VM
530 BC = KD * LC * VC
540 BM = KD * LM * VM
550 NC = ADC + RC - SC - BC
560 NM = ADM + RM - SM - BM
570 DOC = (NC + (VC - VCDOT) * DOC) / VC
580 DOM = (NM + (VM - VMDOT) * DOM) / VM
590 T = T + 1
600 Z = Z + 1
610 X = X + DOC
620 Y = Y + DOM
630 IF Z < 12 GOTO 690
640 DOCAVG = X / 12
650 DOMAVG = Y / 12
660 X = 0
670 Y = 0
680 Z = 0
690 IF T < 216 GOTO 370
700 LPRINT T, DOC, DOM
710 IF T = 227 GOTO 725
720 IF T < 239 GOTO 370
725 LPRINT " "
730 LPRINT "DOCAVG (MG/L)="; DOCAVG
740 LPRINT "DOMAVG (MG/L)="; DOMAVG
745 LPRINT " it
750 IF T < 239 GOTO 370
760 END
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Jarrett bay Core Creek (7-30-98)
AVG CHANNEL DEPTH (FT)= 9.5

AVG MA)2INA DEPTH (FT)= 7
CHANNEL SURFACE AREA (FT**2)= 32000
MARINA SURFACE AREA (FT**2)= 3400
TIDAL AMPLITUDE (FT)= 2
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
AMBIENT DO (MG/L)= 6.02
SATURATION DO (MG/L)= 6.64
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.782982
5.399419
217
5.793756
5.419292
218
5.80201
5.434278
219
5.805384
5.439606
220
5.802795
5.43295
221
5.799079
5.426034
222
5.794121
5.418317
223
5.788103
5.409359
224
5.781533
5.398974
225
5.775198
5.387417
226
5.769928
5.375451
227
5.773363
5.380883
.DOCAVG (MG/L)= 5.789257
DOMAVG (MG/L)= 5.411556
228
5.782754
5.398067
229
5.793544
5.418027
230
k5.801812
5.433079
231
5.805193
5.438443
232
5.802608
5.431789
233
5.798891
5.424876
234
5.793931
5.417161
235
5.787909
5.408206
236
5.781337
5.397823
237
5.775001
5.386268
238
5.769734
5.374305
239
5.773177
5.379781
DOCAVG (MG/L)= 5.789001
DOMAVG (MG/L)= 5.410053
' Two Segment Marina Model Program Equations
' Extracted from NC DEHNR Report 90-01
' Written by Stephen Glenn V1 6/21/98
3 LPRINT
4 LPRINT
5 LPRINT
6 LPRINT
7 LPRINT
8 ZPRINT " "
9 LPRINT
10 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"

16 LPRINT " "
18 INPUT "NAME OF MARINA="; N$: BEEP
19 LPRINT "NAME OF MARINA="; N$
25 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
30 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
35 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
50 LPRINT "AVG MARINA DEPTH (FT)="; HM
55 HM = .3048 * HM
60 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
70 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC
75 AC = .0929 * AC '
80 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
90 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
95 AM = .0929 * AM
100 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
115 AO = .1524 * TA
120 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLOW FACTOR (DIM)="; B
140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD: BEEP
150 LPRINT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
190 LPRINT "SATURATION DO (MG/L)="; DOS
200 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
210 LPRINT "DECAY COEFFICIENT (1/DAY)="; KD
220 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
230 LPRINT "REAERATION COEFFICIENT (1/DAY)=11; KR
240 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
250 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
270 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
272 LPRINT
275 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
277 X = 0
278 Y = 0
279 Z = 0
280 DOC = 6
290 DOM = 6
292 DOCAVG = 6
300 SC = SOD * AC * 41.67
310 SM = SOD * AM * 41.67
320 T = 0
330 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 * NBM / (AO * AM)
350 KD = KD / 24
360 KR = KR / 24
370 A AO * SIN(.5236 * T)
380.ADOT = .5236 * AO * COS(.5236 * T)
390 VC = (HC + A) * AC * 1000
400 VCDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT * AM * 1000
430 QA = ADOT * (AC + AM) * 1000
440 QB = ADOT * AM * 1000
450 IF ADOT < 0 GOTO 490
460 ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
470 ADM = QB * DOC

480 GdTO '510
490 ADC = QA * DOC
500 ADM = QB * DOM
510 RC = KR * (DOS
520 RM = KR * (DOS
530 BC = KD * LC *
540 BM = KD * LM *
550 NC = ADC + RC -
560 NM = ADM + RM -
570 DOC = (NC + (VC
580 DOM = (NM + (VM
590 T = T + 1
600 Z = Z + 1
610 X = X + DOC
620 Y = Y + DOM
630 IF Z < 12 GOTO
640 DOCAVG = X / 12
650 DOMAVG = Y / 12
660 X = 0
670 Y = 0
680 Z = 0
- QB * DOM
- DOC) * VC
- DOC) * VM
VC
VM
SC - BC
SM - BM
- VCDOT) * DOC) / VC
- VMDOT) * DOM) / VM
690 IF T < 216 GOTO 370
700 LPRINT T, DOC, DOM
710 IF T = 227 GOTO 725
720 IF T < 239 GOTO 370
725 .LPRINT " it
730 LPRINT "DOCAVG (MG/L)="; DOCAVG
740 LPRINT "DOMAVG (MG/L)="; DOMAVG
745 LPRINT " It
750 IF T < 239 GOTO 370
760 END
TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD
NAME OF MARINA=Jarrett Bay Core Creek (8-13-98)
AVG CHANNEL DEPTH (FT)= 9.5
AVG MARINA DEPTH (FT)= 7
CHANNEL SURFACE AREA (FT**2)= 32000
MARINA SURFACE AREA (FT**2)= 3400
TIDAL AMPLITUDE (FT)= 2
RETURN FLOW FACTOR (DIM)= 0
SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)= 1
AMBIENT DO (MG/L)= 5.24
SATURATION DO (MG/L)= 6.62
DECAY COEFFICIENT (1/DAY)= 1
REAERATION COEFFICIENT (1/DAY)= .3
CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)= 0

MARINA.BOAT ACTIVITY (BOAT-HOURS/DAY)= 0
T (HRS)
DOC (MG/L)
DOM (MG/L)
216
5.320622
5.180075
217
5.317559
5.1873
218
5.316278
5.193226
219
5.317256
5.196237
220
5.32052
5.195432
221
5.323239
5.194295
222
5.325156
5.192276
223
5.326172
5.18893
224
5.326419
5.18407
225
5.326296
5.177951
226
5.326382
5.171341
227
5.32382
5.171844
DOCAVG (MG/L)= 5.322958
,DOMAVG (MG/L)= 5.188608
228
5.320159
5.177618
229
5.31713
5.184998
230
5.315876
5.191043
231
5.31687
5.194117
232
5.320139
5.193317
233
5.322858
5.192185
234
5.324771
5.19017
235
5.325782
5.18683
236
5.326025
5.181974
237
5.325902
5.17586
238
5.325992
5.169255
239
5.323447
5.169836
DOCAVG (MG/L)= 5.322438
DOMAVG (MG/L)= 5.185876
' Two Segment Marina Model Program Equations
' Extracted from NC DEHNR Report 90-01
" Written by Stephen Glenn V1 6/21/98
3 LPRINT
4 LPRINT
5 LPRINT
6 LPRINT
7 LPRINT
8 LPRINT
9 LPRINT
10 BEEP: PRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD": BEEP
15 LPRINT "TWO SEGMENT MARINA -TIDAL AMPLITUDE METHOD"
16 LPRINT " "
18 INPUT "NAME -OF MARINA="; N$: BEEP
19 LPRINT "NAME OF MARINA="; N$
25 INPUT "AVG CHANNEL DEPTH (FT)="; HC: BEEP
30 LPRINT "AVG CHANNEL DEPTH (FT)="; HC
35 HC = .3048 * HC
40 INPUT "AVG MARINA DEPTH (FT)="; HM: BEEP
50 LPRINT "AVG MARINA DEPTH (FT)="; HM
55 HM = .3048 * HM
60 INPUT "CHANNEL SURFACE AREA (FT**2)="; AC: BEEP
70 LPRINT "CHANNEL SURFACE AREA (FT**2)="; AC

75 AC = '.6929 * AC
80 INPUT "MARINA SURFACE AREA (FT**2)="; AM: BEEP
90 LPRINT "MARINA SURFACE AREA (FT**2)="; AM
95 AM = .0929 * AM
100 INPUT "TIDAL AMPLITUDE (FT)="; TA: BEEP
110 LPRINT "TIDAL AMPLITUDE (FT)="; TA
115 AO = .1524 * TA
120 INPUT "RETURN FLOW FACTOR (DIM)="; B: BEEP
130 LPRINT "RETURN FLOW FACTOR (DIM)="; B
140 INPUT "SEDIMENT OXYGEN DEMAND (GM/M**2-DAY)="; SOD, BEEP
150 LPRINT "SEDIMENT'OXYGEN DEMAND (GM/M**2-DAY)=!'; SOD
160 INPUT "AMBIENT DO (MG/L)="; DOA: BEEP
170 LPRINT "AMBIENT DO (MG/L)="; DOA
180 INPUT "SATURATION DO (MG/L)="; DOS: BEEP
190 LPRINT "SATURATION DO (MG/L)="; DOS
200 INPUT "DECAY COEFFICIENT (1/DAY)="; KD: BEEP
210 LPRINT !'DECAY COEFFICIENT (1/DAY)="; KD
220 INPUT "REAERATION COEFFICIENT (1/DAY)="; KR: BEEP
230 LPRINT "REAERATION COEFFICIENT (1/DAY)="; KR
240 INPUT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC: BEEP
250 LPRINT "CHANNEL BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBC
260 INPUT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM: BEEP
270 LPRINT "MARINA BOAT ACTIVITY (BOAT-HOURS/DAY)="; NBM
272 LPRINT " "
275 LPRINT "T (HRS)", "DOC (MG/L)", "DOM (MG/L)"
277 X = 0
278 Y = 0
279 Z = 0
280 DOC = 6
290 DOM = 6
292 DOCAVG = 6
300 SC = SOD * AC * 41.67
310 SM = SOD * AM * 41.67
320 T = 0
330 LC = 1.135 * (NBC + NBM) / (AO * (AC + AM) * (1 - B))
340 LM = LC + 1.135 * NBM / (AO * AM)
350 KD = KD / 24
360 KR = KR / 24
370 A = AO * SIN(.5236 * T)
380 ADOT = .5236 * AO * COS(.5236 * T)
390 VC = (HC + A) * AC * 1000
400 VCDOT = ADOT * AC * 1000
410 VM = (HM + A) * AM * 1000
420 VMDOT = ADOT * AM * 1000
430 QA = ADOT * (AC + AM) * 1000
440 QB = APOT * AM * 1000
450 IF ADOT < O'GOTO 490
460 ADC = QA * ((1 - B) * DOA + B * DOCAVG) - QB * DOC
470 ADM = QB * DOC
480 GOTO 510
490 ADC = QA * DOC - QB * DOM
500 ADM = QB * DOM
510 RC = KR * (DOS - DOC) * VC
520 RM = KR * (DOS - DOC) * VM
530 BC = KD * LC * VC
540 BM = KD * LM * VM
550 NC = ADC + RC - SC - BC
560 NM = ADM + RM - SM - BM
570 DOC = (NC + (VC - VCDOT) * DOC) / VC
580 DOM = (NM + (VM - VMDOT) * DOM) / VM

RD0N
JAMES B. HUNT JR 1��T� �
GOVERNOR A D.' MO AI�TITI/I
TO:
14
_r14
WAYNE MCDEVITT
SECRETARY
$yy�' FROM:
�L� 11�� 11�r11
SUBJECT:
DONNA D. MOFFITT
DIRECTOR
Applicant:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
September 28, 1998
Mr. Charles Gardner, Director
Division of Land Resources By;
John R. Parker, Jr.
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Jarrett Bay Boatworks, LLC/Randall Ramsey
Project Location: 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.
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 19, 1998. If you have any questions regarding the proposed project,
please contact Tere Barrett at [phone]. When appropriate, in-depth comments with
' supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
X This agency approves of the project only if the recommended changes
are incorporated. See agaabAd.bel„A�;
This agency objects to the project for reasons described in the attached
comments.
C5eA;...A fk'k' t C_r>z:... C. fro( Plr., 1=pProoet IIa% bew ✓e�� lecl.
Orer,e-r S4t11eii-v.J atSl,.rey.cc {o plt� le�v lr.A �t �s ►nt..:{ei�
SIGNED DATE C>c.4 5 I Q Q a
MOREH AD CITY OFFICE
HESTRON PLAZA II 151-8 HIGHWAY 24 MOREHEAD CITY NC 28557
PHONE 252-BOB-2808 FAX[phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 O% POST -CONSUMER PAPER

r
NCDENR
JAMES B. HUNTJR.
GOVERNOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
September 28, 1998
TO: Mr. William A. McNeil, Director
Division of Community Assistance
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Jarrett Bay Boatworks, LLC/Randall Ramsey
Project Location: 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.
Proposed Project: 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.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by October 19, 1998. If you have any questions regarding the proposed project,
please contact Tere Barrett at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This a y has no objection to the project as proposed.
_jZThis 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 / D
MOR EAD CITY OFFICE
HESTRON PLAZA 11 151-B HIGHWAY 2 MOREH AD CITY NC 28557
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER -SOryyRECYCLED/11%POST-CONSVMER PAPER

-' NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
MEMORANDUM:
TO: JOHN PARKER
FROM: T. BARRETT P
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 the CAMA and associated rules and
regulations. Because the current permit is set to expire on 12/31/99, and the
present applicant has only recently purchased the property, I would
recommend that the permit receive the full 3+ year expiration limit applied to
other major permits. I recommend the following conditions be added to the
conditions in place on the existing permit, #8-96:
�3—.
a 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.
9 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).
Morehead City Office
Hestron Plaza U, 151-B Hwy. 24, Morehead City, NC 28557
Phone [phone] Fax [phone]

P 6) No sewage, whether treated or untreated, shall be discharged at anytime from boats
Z 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.
r. 7( 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.
b 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.

Sep-25-98 12:18P .larrett Bay Boat -work 9197291442
J,IRREETT
aLmBAY
To:
Fax:
Phone:
v2Y7- 3330
# of pages (lne "ding cover Sheet):
Re:
A Comments:
From: / "AS' "
Fax: [phone]
Phone: [phone]
P.O1

0
a
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M
larten Say Boatwork& Inc. - Care Creek Water CL.alim Aeeea•n rl '
-
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l 1 p
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Water Depth:
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C. 1)
0
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a1 1 ,f

Sep-25-98 12:19P Jarrett Bay Boatwark 9197291442 P.03
Jarrett Bay Boatworks Inc.
Sample Date:
Core Creek Water Quality Assessment
9-a- yJ
Weather Condition: /"tas%�x' �'S`^} Q^•��-` `
Tidal Stage: = i i
Boat Activity: Lo.� / A /`4, I T. tea, Y d r
Field Personnel _mod'
Water Samples Collected:
Marina? Ambient?

e
O
a
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m
0.
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Marina Site 1
Water De h:
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3.0m
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3 m
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Dissolved Oxygen m 11
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Snp-25-98 12:19P Jarrett Bay Baatwork 9197291442 P.05
Jarrett Bay Boat -works Inc.
Core Creek Water Quality Assessment
Sample Date: 5- 3- 51'
Weather Condition:
Tidal Stage: ,, i 2..s. =
Boat Activity:_
Field Personnel: S-,, r�-r^ -�
Water Samples Collected:
Marina? Ambient?

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
September 23, 1998
Jarrett Bay Group, LLC
c/o Randall Ramsey
1290 Marshallberg Road
Marshallberg, NC 28553
Dear Mr. Ramsey:
The Division of Coastal Management hereby acknowledges receipt of your application for
State approval for development of your property located adjacent to Core Creek at the end of SR
1242 in Carteret County. It was received completed on September 22, 1998, and appears to be
adequate for processing at this time. The projected deadline for making a decision is December 05,
1998. An additional 75-day review period is provided by law when such time is necessary to
complete the review. If you have not been notified of a final action by the initial deadline stated
above, you should consider the review period extended. Under those circumstances, this letter will
serve as your notice of an extended review. However, an additional letter will be provided on or
about the 75th day.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the
proposed development. Enclosed you will find a 'Notice of Permit Filing" postcard which must be
posted at the property of your proposed development. You should post this notice at a conspicuous
point along your property where it can be observed from a public road. Some examples would be:
Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property;
or at a point along the road right-of-way where a private road would lead one into your property.
Failure to post this notice could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be
contacted by the appropriate State or Federal agency. Please contact me if you have any questions
and notify me in writing if you wish to receive a copy of my field report and/or comments from
reviewing agencies.
TJB/dh
Enclosure
cc: John Parker
Charles S. Jones
Cordially yours,
T. Barrett
Coastal Management Representative
Morehead City Office
Hestron Plain II, 15 1 -13 Hwy. 24, Morehead City, NC 28557
Phone [phone] Fax [phone]

September 12, 1998
MEMORANDUM
TO: Ted Tyndall
FROM: Mike LopazanskiAlc--.
SUBJECT: Pumpout Grant Award - Jarrett Bay Boat Works
The NC Marine Sewage Pumpout and Dump Station Grant Program has made
matching funds available to marinas for the installation/renovation of pumpout stations.
The Division has awarded 6 marinas $42,822 with marinas providing a match of
$11,640 for FY98-99.
Jarrett Bay Boat Works has completed their project and submitted the appropriate
documentation to receive their award. As with the previous awards in your area, I'd like
a field representative to make the final "inspection" of the project and present the
marina with its check. The "inspection" is only to see that they've completed the project
and does not included design/engineering or compliance with local codes as these are
the responsibility of the installer. Obviously, if something looks terribly wrong we would
want to have it corrected, but that can be handled from my end.
Enclosed is the project description as well as a check in the amount of $4,164. My
contact at Jarrett Bay has been Scott Montgomery [phone].
I don't think anything needs to be done other than look at the project, hand them the
check and let me know when this was done so I can close out. Please also bring them
two pumpout signs with the enclosed sticker affixed in the lower lefthand corner.
Let me know if you have any questions or suggestions. Thanks for your help with this.

d SENDER:
p •Complete items 1 and/or 2 for additional services.
I also wish to receive the
rn •Complete items 3, 4a, and 4b.
following services (for an
% e Print your name and address on the reverse of this Ibilrt W that we can return this
extra fee):
card to you.
e Attach this form to the front of the mailpiece, or on the back if space does not
si
1. ❑ Addressee's Address
y • Write 'Return Receipf Requested' on the mailpiece below the article number.
2, ❑ Restricted Delivery y
£ •The Return Receipt will show to whom the article was delivered and the date
delivered.
Consult postmaster for fee. to
0
3. 1A,^rtl��cly�e �A�dd`�r^�es'sed^" -tom: ,, � 'd
ME W
pb
ry
4a. Article Number
}}
cc
E
4b. Service Type
d
❑ Registered Certified cc
c
❑ Express Mail El Insured � .y
❑ Return Receipt for Merchandise ❑ COD
7. Date o Iva w
7 i
8. Addre ee's Address (Only if requested
and fee is paid) t
r
PS Form 3811. December 1994 1025e5-97-ao179

C�
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d
nl
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0
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e Complete items 1 and/or 2 for additional services.
I also wish to receive the
•Complete items 3, 4a, and 4b.
following services (for an
• Print your name and address on the reverse of this form so that we can return this
extra fee):
card to you. -�
•Adach this form to the from of the mailpiece, or, tfo back it spar.9 Q1es not
1, ❑ Addressee's Address
permit.
s Wme•Refum Receipt Requesfed'on the mailpece below the article number.
Q. ❑ Restricted Delivery
-The Return Receipt will show to whom the article was delivered and the date
delivered.
Consult postmaster for fee.
—D3 gab QVU�
Ksl� la3Cl�CYe�.�Rat-•
❑ Registered GrCertifie(
❑ Express Mail ❑ Insured
❑ Return Receipt for Merchandise ❑ COD
and fee is paid)
PS Refrn 3111111 II Cecefter 1994 1025e5 97434179

MAW-2b-tltl 12-47 FROM• lU•ltl ltl /'Ltl210tl2
NORTH CAROLINA
DEPARTMENT OF COMMERCE
GRANT AGREENT MXT
COMMUNITY DEVELOPMENT BLOCK PROGRAM
ECONONUC DEVELOPMENT
Project Name
SEP 0 3 1998
Jarrett Bay Boatworks, Inc- Grant No 97-E-0479
Upon execution of this gram agreement, the North Carolina Department of Commerce (DOC)
agrees to provide to the recipient the Community Development Block Grant assistance under T"rtle I
of the Housing and Community Development Act of 1974, as amended (P.L. 93-383) aurhorized
by the DOC funding approval, the North Carolina Community Development Block Gram
administrative rules, applicable laws and all other requirements of DOC nowor hereafter in effect -
The grant agreement is effective on the date the grant agreement and funding approval are signed
by the recipient. The grant agreement consists of the approved application, including the
certifications, maps, schedules and their submissions in the application, any subsequent
amendments to the approved application and funding approval and the following general terms and
conditions:
1. Definitions. Except to the extent modified or supplemented by the agreement, any term
defined in the North Carolina Community Development Block Gram Administrative Rules, 4
NCAC 1 K shall have the same meaning when used herein -
(a) Agreement means this grant agreement, as described above, and any amendments
or supplements thereto.
(b) Recipient means the entity designated as a recipient for grant assistance in the
grant agreement and funding approval-
(c) Certifications mean the certifications submitted with the gram application.
(d) Assistance provided under this agreement means the grant funds provided under
this agreement.
(e) Program means the community development proVarty project, or other activities,
including the administration thereof, for which assistance is being provided under this agrcement-
(f) Private entity means the corporation, parmership, proprietorship or other entity
which has entered into an equally binding commitment with the recipient to c, eate and/or retain
jobs as part of this program.
2 Obligations of theRecipient. The recipient shall perform the program as specified in the
application approved by DOC. The recipient shall also comply with all other lawful requirements
of DOC, all applicable requirements of the General Statutes of the State of North Carolina and any
other applicable laws and Executive Orders currently or hereafter in force. The recipient shall be
responsible for ensuring drat all project jobs are created or retained in accordance with the
approved CDBG application, that such jobs are filled by low and moderate income persons in the
CFC 2197

MAR-25-&O 12:48 FROM:
i D. 1�Jly'/2Fi210�2 rH // 11
proportion presented in the application, and that all parties incur the full level of private investment
committed to in the application. In the event of a Ending by the recipient or by DOC that a
participating private entity has failed to fulfill its responsibilities under the project application and
legally binding commitment(s), including the responsibilities to create and/or retain jobs and invest
private funds, the recipient shall promptly exercise its rights and remedies to require repayment of
CDBG funds, or to assess such other penalty as providod by the legally binding commitment and
applicable state laws.
3. Oblioations of Recipient with respect to Certain Third Party Relationships- DOC
shall hold the recipient responsible for complying with the provisions of this agreement even when
the recipient designates a third party or parties to undertake all or any part of the program. The
recipient shall comply with all lawful requirements of DOC necessary to insure that the program is
carved out in accordance with the recipient's application
4. Conflict of Interest. None of the following or their immediate family members, during the
tenure of the subject person or for one year thereafter, shall have any direct or indirect financial
interest in any contract, subcontract or the proceeds thereof for work to the performed in
connection with the program assisted under this agreement: employees or agents of the recipient
who exercise any function or responsibility with respect to the program, and officials of the
recipient, including members of the governing body. The same prohibition shall be incorporated in
all such contracts or subcontacts.
The assistance provided under this agreement shall act be used in the payment of any bonus or
commission for the purpose of obtaitdng DOC approval of the application for such assistance, or
DOC approval of applications for additional assistance, or any other approval or concurrence of
DOC required under this agreement, or the North Carolina Community Development Block Grant
Administrative Rules, with respect thereto; provided, however, that reasonable fees or bona fide
technical, consultant, managerial or other such services, other than actual solicitation, are not
hereby prohibited if otherwise eligible as program costs.
5. Reimbursement to DOC for Improner Expenditures. The recipient will reimburse
DOC for any amount of grant assistance improperly expended. Its addition, in the event of a
finding by the recipient or by DOC that a participating private entity has failed to fulfill its
responsibilities under the project application and legally binding colmmritment(s), including its
responsibilities to create and/or retain jobs and invest private funds, the recipient shall pay to DOC
anv amount which it is able to collect under the terms of the legally binding commitrneur(s) and
Section 2 of this Agreemem.
6. Access to Records. The recipient shall provide any duly authorized representative of
DOC, HUD and the Comptroller General at all reasonable times access to and the right to inspect,
copy, monitor, and examine all of the books, papers, records, and other documents relating to the
grant for a period of three years following the completion of all closeout procedures.
Upon execution of this agreement by DOC and the recipient in the spaces below, the recipient
hereby accepts the assistance on the terms of this grant agteernent, effective on the date indicated
below, and further certifies that the official sierang below has been dully authorized by the
recipient's govenuag body to execute this grant agrcement.
SEP 0 3 1998
CFC 2/97

MAR-25—tl" ,2-q9 FROM: oiaa
7. Payment of Income Generated by the Grant. The recipient shall have the resoonsibilisy
to correct and pay to DOC certain income generated by the CDBG and earned by the recipient.
Such income includes but is not limited to the following: (1) payment of principal and intC= on
loans made using CDBG funds; (2) proceeds from the lease or disposition of real property acquired
with CDBG funds; (3) any late fees associated with loan or Iease payments in (1) and (2) above;
(4) sale of utility lines; and (5) interest earned on the income in this part pending disposition of
such income. Payments of income included in this part Shan be made to DOC within fifteen (15)
days of receipt of same by the recipient_
Secretary 1\ D o Commerce
Date: 3-18-98 By `,\\. {,
SWa Da 7\Di n, Director
Commerce Center
Lam
CFC 2197
Name of Recipient
(Title)
SEP 0 3 1998

MAR-25-98 12.49 FROM:
IDr lyIW 12W2W�
F'N
-J/ a 1
I..EGAUY BINDING COIvi1�lITiv¢NT
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
PUBLIC FACILITIES AGREEINIENT
COL'NTY OF CARTERET
AND
JARRETT BAY BOATWORKS, INC.
SEP 0 3 1998
This agreement is entered into by and between Jarrett Bay Boatworks, Inc. a
corporation authorized to transact business within the State of North Carolina (hereinafter
referred to as the "Corporation") and the County of Carteret, North Carolina (hereinafter
referred to as "County"). This agreement will not become effective until all conditions placed
upon the County's funding approval are satisfied and funds are released by the Department of
Commerce (hereinafter "DOC) pursuant to a Community Development Block Grant
(hereinafter "CDBG") with said County.
WTTNESSETH
wBERFAS, the County hopes to receive a Community Development Block Grant
from the Department of Commerce (DOC) in an amount up to $936,000.00 to be used
particularly to benefit low and moderate income persons by financing the economic
development of the County.
NOW, THEREFORE, in consideration of the promised and the mutual covenants and
promises set forth below, the Corporation and the County hereby agree as follows:
L AGREED ACTIONS
A. Corporation shall execute its responsibilities as identified in company narrative exhibits and
the employment profiles contained in their application to DOC. Those exhibits and
commitments are incorporated herein by reference, as if set out in full. The Corporation agrees
to build and operate the project in a timely manner. Briefly, those documents describe the
acquisition and renovation of an existing manufacturing plant facility containing 3 buildings
with a total of 60,000 square feet, on a 175 acre site located approximately 6.8 miles north of
the Town of Beaufort in Carteret County. The Corporation has continuing operations in the
County now which employ 68 people and they now plan to employ 52 additional people by the
end of February 2000. The Corporation commits to employ persons whose household income
is under low -moderate income limits in sixty (60) percent of all jobs created at this facility until
the grant is closed out, or until the end of February, 2000, whichever comes first_ If the

MAR-25-99 12.49 PROM!
Iu=...O IC.c v..c .^—— .-.I
number of low -moderate income people employed at the plant expansion falls below fifty-one
(5I) percent of the total employment at the plant at the end of any calendar quarter during the
life of the grant agreement, the entire grant will be due and payable by the Corporation. The
Corporation's liability under this agreement shall not exceed the dollar amount of the grain
made by the DOC or no more than $936,000. The Corporation also agrees that if it fails to
create and maintain 120 jobs held by persons of low -moderate income prior to the end of
February 2000, it will reimburse the CDBG Fund S7,800 for each low to moderate income job
not created_ If unforeseen calamity, an Act of God or financial disaster is the cause of action
under this section of the agreement, the Corporation and the County may appeal to DOC for
an extraordinary modification of this responsibility. Such modification shall be at the discretion
of the Secretary of the Department of Commerce, except that the minimum of fifty-one (51)
percent of all jobs to be filled by persons of low to moderate income can never be waived_
B_ Each party shall keep and maintain books, records, and other documents relating directly
to the receipt and disbursement of grant funds and the fulfillment of this Development
Agreement-
C. Each party agrees that any duly authorized representative of the County, DOC, the United
States Department of housing and Urban Development, and Comptroller General of the
United States shall, at all reasonable times, have access to and the right to inspect, copy, audit,
and examine all of the books, records, and other documents relating to the grant and the
fulfillment of this agreement for a period of three years following the completion of all closeout
procedures respecting the Community Development funds, and the final settlement and
conclusion of all issues arising out the Community Development funds.
D. Not withstanding anything herein to the contrary, the parties hereto acknowledge the due
execution of the Community Development Grant Agreement between the County and DOC
and agree that any conflict between the provisions, requirements, duties, or obligations of this
Development Agreement and the Community Development Grant Agreement shall be resolved
in favor of the Community Development Grant Agreement.
11. ENFORCEMENT
A If at the end of the approved project period the Corporation has failed to create and/or
retain the fall number of job positions and low and moderate income job positions presented in
Agreed Actions Section I of this Development Agreement, or to incur the full level of private
investrrent committed to in its grant application, as provided above, then the Corporation will
pay to the County an amount calculated in the manner set out in Section I -A of this agreement.
B. This Development Agreement constitutes a legally enforceable contract and shall be
governed by and construed in accordance with the laws of the State of North Carolina-
SEP 0 3 1998
ICS�I�aw

MNR-25-tltl 12=50 FRUM=
ID= 1'J' 1`..f /"l tl'L tl'J"l YN4t 11/ 11
Approved and Accepted:
CARTERFT COUNTY (County)
Chairperson
vq (SEAL)
Clerk
SEP 0 3 1998
JARRM BAY BOATWORKS, INC.
(Corporation)
(SEAL)
t
;t✓.� �. :�J�. (M1'Gc.�'-� (SEAL)
Secretary
Daze Date
I, pl— do 3

MAR-25-�U 12:46 FROM: ID=391 y"/2tl20tl2 PAGE 9/il
NORTH CAROLINA DEPARTMENT OF COWNIERCE `
FUNDING APPROVAL
SmalCities Community DeveiopmentBlock Grant Program
L NAME AND ADDRESS OF RECIPIENT:
The Honorable Sam Stell. Chairman
Carteret County Board of Commissioners
Courthouse Square
Beaufort. NC 28516
3. APPROVED PROJECTS:
DOC Project Number
CDBG 97-E-0479
Project Name
2. DOC GRANT NO:
CDBG 97-E-0479
(X) ORIGINAL 3/1"
( ) AMENDMENT
Jarrett Bay Boatworks, Inc.
date
AR2p2j dAmount
Torsi CDBG Funds Approved $885,750
4. ENVIRONMENTAL CONDITIONS: A copy of the Published Combined Notice and Affidavit
of Publication, as well as a request for Release of Funds
Certification is submitted, and the appropriate time periods
are allowed for public comment.
5. ADDITIONAL CONDITIONS:
1. The Grant Agreement is accepted, or amended, and an executed copy returned to
Commerce Finance Center CFC)-
2. The Fundins Approval Form is approved and returned to (CFC).
3. Three signatory, forms are executed and two are returned to CFC.
4. A State Electronic Payments System Form is completed and returned to CFC.
5, A mutually acceptable Legally Binding Commitment is executed by both the county and the company.
6. The appropriate time period is allowed for public comment concerning the Request for Release of
Funds.
6. DOC OFFICIAL SIGNATURE
Stewart I-'Hiekinkh
Director, Commence Finance Center
Date: 3-18-98
7. SIGNATURE OF AUTHORIZED
OCAL OFkTCLAL
P� Name �7,Zf2�gL
Title:
Date_
SEP 0 3 1998

,MAR-25-UU 12-47 FROM!
03/18/1498 1b:'_6 'A 57335262
au - as av l20Y.00 rr+aac O/ ..
C01.1MU4i i Y A551S I ANUL r AUc. 0-'
STATE OF NORTH CAROLINA
STATE TREASURER'S rLWIRONIC PAYMENTS SYSTEM (STEPS)
STEPS-OUTEFT AUTHORIZATION FORM
Stag. Agency Name NORTH CAROLINA DEPARZ*fii= OF C014-MCE —
Propram N, COW= E2`T BLACK GRANT PROGRAM ----------------------------------------
check One:. Initial S-ww Chow
PARTICiPA'rmc ENTITY INFORMATION
11} X: CMD5 (aetnaW tq Stan Mir)
Entity Name:
Entity Add=—.
VINANC'IAt- 1NSTMMON ACCT. INFO.:
Institutitxi Name:
1a6tiluti.M Addra.s:
Trnneit/Rcwting p: _
Rant, nr NCCMT Acct !
Type of AM:
(Include any $coding zeros)
C"bcckms Savings 14CCMT (Check One)
-------------------------------------
cSLD ffNANCIAL JNSi1T M0N ACCT- INFO- (Cot 0cW On1Y if a Cbattge)
Imtifulio n Name: -
Tmw-tieRcwling 0:
I-ARTICIPATING ENiTTY AUTHORIZAT[ON:
ACCT. p:
md
1, on b"f of the pat ieipa�g entityentitytcated abDm lucW authotve Ibe North Carolina State Tteasarer, his mmemua
and his:gmvts. at dw direedon of the State asoey Owficatad whom• to ieifide ACN credit aauim to the above daai mwd t-nk
a djor NCCMTaccoaat forpaY11000tr dus fmm WeSroto ngaacy for the refermoed Program tame, Parsaant In dw' Eslaht:dud
Apexatioml Proomfurm For State Trryerer's $beyoei0 payreeab SyatMw arhiek aW be ineffect from time 10 tim* I (are)
.1, anthneim any aeeeaetry ACH debit sub ial of adtvtmmta for any AC H cfedit ent6st made m etmr to the account.
Finance Offic s Naha:
$ig. sntrer
MAii, COMPLETED FORM TO!
(:AROL`N CAIRMY
uiJISTON OF CC HRtITY ASSISTANCE
1'U N)X 126W
mLETGEI Ir 27605-2600
Tel:
Srgs AVmT Use 017Y= I stma Tans U. ". :
SEP 0 3 1998

Builder & Broker of Fine Sportfishing Boats
June, 7 1999
Tere Barrett
N.C. Department of Coastal Management
Hestron Plaza 11, 151-B Hwy 24 ��� �✓ ej9�
Morehead City, NC 28557
Tere Barrett,
Please review the attached as -built survey. We are also in receipt of the most recent `letter of
refinement". At present we will start the building, to be located North of the parking lot, on the first of July.
Please call with any questions.
Sincerely,
Mason Cox
Vice President
530 SENSATION WEIGH • BEAUFORT, NC 28516 • PHONE [phone] • FAX [phone]
WEB SITE wJarrettbaycom • E-MAIL [e-mail]

e
,I IS'` ID: LWAII
I kU_I J(a a J A w" i I .. I, V. i ._ i
te
>�
12210 00
FUIE we
. Eaclss tax
lNeiw ras
Tax Lot No.
verified by.
by.... ......... ...
NORTH CAROLINA. CARTERET OttTY r r�k. S
The foregoing cerlilic:te(s) o au
h (are) certified to he correct Thlt instrmnent was Pf9w
unteQ Jg[ )egistratt n • recorded in tkh offt In
Bak P:f
Tkis �10o" 191�$et 'clod
heron Pfner
`,,qqe islet of �
SEP 8 3 1998
nKwding Sure, nena and Pye
._..... Parcel Identifier No. S"-n below for parcel
numbers
County an the .............. day of ...... _.. ............. 19- . ......
..... .............. ......... ....... ...... ..... _............. .... .......
JWIn M. Wsifsr _iV..ec% 712, Morehead City, NC 28557
Kati after roeordine to ....................... ...........................................
.................... ............................... ..... ....... ........ ................ ........... ................. ...................
Thu instrument was prepared by....•7.QrX1..M....rrAlTr1AR................................ . .. . . __ _ ............._ ._..
Brief description for the Index '1
NORTH CIROUNA SPECIAL WARRANTY DEED
THt9 DERD mad. tbb ..X. d of ......Marrh.___........ _ ............. . 19 98.. . by and between
GRANT
ANn Oorporati.on
A Delaware
Eaw M appropriate ►Met to nct dart
: aawa, d4ros. and. If apt
GRAN I GG
JAN WIT BAY GIMP, 11C,
A I&W Liability am¢tmY
Limited
P.0 Box 280 _.
Marshallberg,NC 29551 -
x o^ . - .4 c
-9c n'r e
I/rie4..harutrr fir .etiq. a{ .erPoaiMa n- Waeataaf�-`
The designation Grantor and Gran a as used herein shall include said parties, their heirs, successors. and assitns, and
shall include slngular, plural, mas uliue, feminine or neuter a required by context.
WITNPFBRTH, that the Grantor, or a valuable consideration paid by the Granted, the receipt of which is hereby
arknowIedged, hat and by the" p ants does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land aitu►teI in the City of (i(4..........- ..... .... . ..... , lr3rlova,_ . Township,
.................._Caii4lEi.... .... C9uutyl North Carolina and more particularly described as follows -
Parcel Number
639904525747
639904532065
639904536148
639904611541
639904529248
639904506675
ss
attached Exhibit A for (lesCriptlurt of property)
PAGE 35 5

3-31-1998 10:01AH
r
FRUI1 JUHIJ HAkklb-Ai IUkidLI yl j t.l, GUUb
r.
STATE OF alortn ui
COUNTY OF Fors
I, Jean P. D',
do hereby certify that
and acknowledged tF
authority duly given a
In its name by its, F
as Its_ Secretary.
WITNESS my
My Commission
NORTH CABOUNA, C
The foregoia certific
is (are) certified to be
seined°fo ,registrati
Book P2I
This dap c
SEP 0 3 1998
.ins , a Notary Public of the aforesaid County and State,
Russell A. Wood personally came before me this day
he/sks is Secretary of AWH CORPORATION and that by
as the act of the corporation, the foregoing instrument was signed
Iident, sealed with its corporate seal and attested by himself/ ecwitE
and official stamp or seal, this the w26th (Jay o , 1998.
NOTARY PL&IC
January 25, 2000
ii7ER T OONTY 1�� r-A�
te(s) o
,Orr
ect, is instrument was pre
1 nd recorded In this office in
I19Tatj'/(A0"C1ock70—M.
Sharon Pinar
gis#er of ! d,, .
By
Assistant, Dsply
orFf NL
JEAN P. DINKINS
NOTARYKMC4=THcARM0A
.� oQFYIYOFFOR"

3-31-1948 10;OIAI4
de,
A map showing the hbove
TO IiAVB AND TG liou
Grantee in fee �Imple --
s
And the Grintur-eovntint
Grantor will warrant and
except fortheDeceptions h
Title to the. property,hcteh
"thosci not
'yerd a L1 peal
IN ..nafwfl en[ea, O
c ep, or..n.lnt by w dnly euml
.be',rt{IUa.,. ..
Dyl
the
.I�
u en
3 sal
or .
A.
err
F PfJ4 JLHe IAAWI--Al lU1,1 du 9 1 J -.0 .,,n ty
it was acquired b Grantor b Book 780, Pace
4 Y Y iuxtrumdnt reworded in ................. ........................
County Registry
Pit property Is recorded in Plat Book ...— ............. page .............. ..... -.,
rataid lot or parcel of land and all privileges and appurtenances thereto belonging to the
he Grantee, that Grantor has done nothing to impair eneh title as Grantor received, end
he title against the lawful claims of all persons claiming by, under or through Grantor,
air stated.
ascribed is subject to the following exceptions:
tha_attaohed exhibit
I, covarlants and restrictions of r.?cord.
I., hit
nvwnlo alftxef by aulaerity of Its Lo> daof tVoCclom, fee day fay vea in tU
rnr not
1+ .. __Is"Ll,
z
L
. k..........................................._._...___._.__tSEALI
z
� x
V
.......................
W 14-
(Ceiwraw Sean DI
I li
RFit1 cwaoLfxA.rea.w.
'
• Vdwly tvlrlle at tea tovnpY spa lose etr.reaala. a.Illli I),at ......................
II..•__________________________________ oauaor.
•lien at nw m,.rvinr tnaw..... IeruKe mr
Appeared safe,.§,, the day vta aetnewtwyea 1; <?
official slates or Feel. Nlo ----- der at ___._____L.'>___
.__t.EALI
rate.
f[AL-azau► 1.' A... -.Forsyth .......... .....rasp••. .
q a ue ,q panne er he [emnr .not dale aroreula, c..u:r mu .. _$4RSRL�. A., Wood _
• ` penon. 11 same before m, mb a,r ,not avaao.9rasea Ihnc . he .. -____
tt .-AM 1. Corp=tion ... ................. ...... a t eogeuUea. bad man by eam.rin day
"y1}({i>' JFAN P. DItg(INS Y .. me are er me relyonuon. me mmrart imobbatk... .i
_4a? Np1ADYP.RCaa7latAgR14 m facts ad r coed In It. eam. br t. ...............
<, LOlisrfOf feaarlN ' Russell A. .pod
P rK.wrA4 seas[ trltll It.ee.p,rKe ual and nuenea aY ........... a. u__ ..............
Uey.
cycse�anbaM O/.i7 .larva I
w{umimr h.ne eve prnml a,mp Of ..,I, m1. 26[h d.r of __—_._March. .__._._, u.A6.
- -
.`A4 remjalul.a table—__lonuar'_f j-,_.2,00ii.._. -l.Qrn__�� ._1r.tarr real.
Ybt toref.lef [.nlfenebt to
it/Ate Relbl.a at be KrIKL [Te, been
nnaww RKKr
.•'1'.......__•..................................................................------------------------
..i-----------------------------------------------------------.....__...._.....__"'"-"-"-"--'---._....
•wens ..a .hit eeRlan4 ... date ..At Ua a the I.L. and elm. ad In be Reo1 Anq F.C. ta.wv nn toot
l •. • ... ....._R[OISTER Or ORrnS rote -------------------
_ COUNTY
q�............................Derutr:Aatlaunt-fetlgcr of Dead1.
3is5r
-- K--- PAGE
I
e
SEP 0 3 1998
f

F
fxhibif `A" SEP 03 1998
TRACT]
notg at a point in the soudurm boundary of the Isaiah Johnson tram which tract
borders N.C. Highway No. 1164 said point also being the northeast comer of Tract 2, conveyed to
Hankison Corpota6 by Lloyd's Credit Corporation on March 26, 1974. and running thence South
60. 47 East 1.907.5�fcet ro a stake In the western margin of Eason Creek; thence South 40 25' East
."•" 250 feel to is stake; thence North 980 15' West 3.173.0 fat to a point on the cast shore line of (tore
Crock (bland Wthter�vay); theatee with said shoreline North 14" 20' East 960 feet to a stake; thence
eonhtahittg rarttwar�dly wild such shore line North 6" 30' Fast 216 feet to a stake; thence South 66°
30'.EaiISIZO feet to an iron pipe; thence South 40 48' Fast 309.5 feet to a stake; thence along the
;:southern boundary bf the Hadrison tract North 8SO IT East 769.0 feet to a stake; running thence
41
:*; dwtgthe txistem boi tarlazy of the Hankison tract North 5" 23' West 398.9 feet to the point or place
"of beginning'' .
' In4& lillon to the above described tract or parcel of land, thcru is expressly conveyed -
a ngAt of way for r nposes of ingress and egress, which right of way is specifically described as
4 follows. ,
Baby a strip or parcel of land approximately 60 feet in width and beginning at a
point In the soiutften tight of way of N.C. Highway No. 1162, said point being North 85° 30' Lost
> 19.94! reet' firom thi northwestern comer of that certain Tract No. 1 conveyed to Hankison
Corporation by,deec dated March 26. 1974; running from said beginning point South 8" 00' Fast
`303.94 Cat to a si e; running thence South 600 40' East 258.71 feet to a slake; running thence
North S• 2)' West 13 feet to a stake; running thence North 60° 40' West 187.44 feet to a stake:
nrmtmr 11hGtct North go 00' West 270.57 feet to a point in the southem right of way margin of N.C. .
H1 0 1162 ning thence South 95° 30' West 60.12 feet to the point or place of beginning.
'
r- TRACT 2: ..
BtglnnIng at an iron stake at the Northwest comer of the land f ,mttrlytk)orhging
to C H 'Case in Ida east shore lime of Core Creek (Inland Waterway), and runningg't m& ,
notttemtwatdly WithIthe cast shore line of said Core Creek the following approximate courses and
distances: Notch g• 0'East 320.0 feet; North 19" 26' East 327.3 feet to the southwest corner of that
m : -certain Joel or pucal described in that deed tinted March 26, 1974. and recorded in Book 363 at -
Pnge g ofthe Cartel 4 County Registry; thence South 88° 15' East 3,173.0 feet with the southern
ixhundsryorthe afore 'd out to a stake in the west shore line of nastman (Eason',) Creek; thence
''evuthwestwtiidly with the westem shore line of Eastman (I:ason's) Creek the lolluwing approximate
't-re totnaei and distance -South 36. 47' West 320.9 feet; South 21 ° 00' West 430.0 feet; Due West `
300.0 Crxl;'3olith X - OD' West 200.0 fee to an iron pipe in the northern margin of the lands
zfottnaly belonging GFI. Case; thence North 82° 34' West 2,294.0 feet to an iron pipe; thence
.. North 1.11. Eos133.0 feet; thence North g8. 49' west 99.0 Ret; thence South 1 " 11, West 33.0 feet:
thetxeNonh Is 47 \j✓es1205.0 fat to the point or place of beginning: containing 52.1 acn:s. more
z
w less`
MCT3t
t: tieing n part of the Isaiah Johnson land in Beautin-Cruwnship in Carteret
County, North Caroli nt. which was conveyed to General Steel Tank Company by instrument of
record in Book 345 Pcge 406, Ccrtoret County Registry: and beginning at apt' itrm s:akc :n the -
cente st ditch in south right of way line of N.C, highway III 162, said point also being the
noAheasi'tornei of NsAIsY Eubanks laird; thence with the south right of way line of said State
Highway North SS' O' Eost 100 feel; thence South 8. 00' Fast 282.4 feet; thence North 60" 40'
West 123 s het to cents of a ditch and a large pine tree; thence with said ditch North 8" 00,
West 2145 fact to the point of beginning, Containing. PAGE
—
y.

3-31-1998 10:03AM FRO14 JOFN MARRtS-ATTORY•EY 919 247 2008 P.a
0 : In Beaufort Township and beginning at an Jim, pipe, which iron pipe is
located South 8' 001 East 214.3 feet from the northeastern comer of the Monica, Eubanks property where the same in cis with the Southern right of way of rural paved road #1162, said point also SEP 0 3 1998
being the'Authwes comer of Parcel 81 detcribed above; thence South 60' 40' Fas1207.92 feet;
thence South 5' 23East 398.8 feet to a stake; thcncc South 85' 12' West 768.0 foci to a stake;
thence Nosh 4. 48' esl 309.5 feet to ao iron pipe located in the southem boundary of the Manley
FublialkstruclAcracc along the southem boundary of the Manley Eubanks tract Notch 60' UO' East
583.0 feet to 111e Po it I or place of beginning.
The alcove described parcels arc subject to a right of way previously conveyed by
irnstmmenl secao * li Book 363 at Page 8, Cuwret County Registry.
TRACT 4:
DeA,1rr ling at a point in the southern right of way umrgiu of N,('. Sl,du IG,sd
where the awe is ipl steal by the western Ill 162
ght of way margin of an Unnamed road intersecting
the aforesaid Slate Rod 01162, said point of beginning being the following courses and distanecs
from the southeast coiner of Lot,#33, Block A of Sea Gate. hie., Section IV as shown in the map
=recorded in Map Boo I 1 at page 51, Carteret Counly Registry;.from said southeast comer on the
north side of N.C. Stale Road 61102 and along said northern right of way margin South 86' 06' West
. 927.92 feet to an iron ipe; lhcoce South 8' I O' East and across said N.C. State Road # 1162, 60.17
fat to the point orpl of beginning thus located, and from said point of beginning, running therice
- -: South 8' 10, East and along the common boundary between Sea Gale and that (met acquired by
Carteret Mairufaelnsrinp Corporation by instrument of record in Book 369 at Page 117. Carteret -
County Registry, 214. 4 feefto an iron pipe located in said common boundary land in the western
margin of said inlerseting road; running thence South 59' 44' West and along said common -
- boundary 582.69 feel fqy an iron pipe; thence North 62. 5T West 46.59 feet to an iron pipe; thence_
Nonh 3' 22' W�5 AA West feel to an iron pipe in the southern right of way inargin of N.C. State (toad '
- NI162:titillating Chance along the soulhenl right of way nlurgin of said N.C. Stoic Itnad ,9 h 162 Nonh -
86' 0& East 542.58 fool to the point or place of beginning, caulaining 3.46 acrd. mum or less.
as " .per survey by John P. MlcLem daied December 12. 1974.
- The above described tract or parcel of land is subject 10 easements fair water, utility
and roadway pulposes lad being that portion of land located south of N.C. State Road t11162
at Pagel51 as "Future De ly Pnleni" in that neap of Sea Gale, Section IV of record in Map Book 11
nl Page St, Carteret Co ly Registry.
BOOK Fcdl PAGF
T•
r:' :}
r.L•. " Y.41
i F.

3-31-1&&d a:5aari rKur.r JuhW lu'-jv"l �rj 'u, <Uo�
r
STATE OF NORTH CAROLINA
COUNTY OFCARTE9ET
I
SEP 0 3 1998
Prepared by John M. Harris
CERTIFICATE OF
JARRETT BAY GROUP, LLC
I hereby certif� that the title is registered in the name of Jarrett Bay Group, LLC, P.O.
Box 280, Marshallberg, NC 28553; in and to a certain tract or parcel of land lying and being
situate in Carteret County, North Carolina and being particularly described as follows:
All that certaO lot of land lying situate and being in Beaufort Township,
Carteret Coun{Iy, N.C., and more particularly described as follows:
BEGIN ING at the southwest corner of the property of Lathe
Fodria F ce on Core Creek; thence South 83 00 East 271.0 feet;
thence Vorth 1 00 East 33.0 feet; thence South 83 East 99.0 7.
feet; th ince South 1 00 West 33.0 feet; thence South 82 45
East 2, l35.5 feet to Eastman Creek and Core Creek; thence
northw a stwardly with the various courses of Core Creek to the --
point of BEGINNING. Containing 33.94 acres of woods -land and
19.83 acres of marsh.
Estate: I Fee Simple.
This Certificate is issued to Jarrett Bay Group, LLC as the purchaser of said tract or
parcel of land described in the Certificate No. 72-8 which had been issued to AWH
Corporation, and which has been cancelled.
Registered No. , Book - , at,Paga
I
WITNF$�VIY {AND AND SEAL at Beaufort, Carteret County, North Carolina this the
�. day of n (�JL& 1998.
THIS CERTIFICATE
OF $3,500,000.00
AND RECORDEDAN -
MARCH, 1998. ''
lli7l.rJ4 J; •.
Asst. Register of Deeds�t : lart f'Couritv�.
IS SUBJECT TO THAT DEED OF TRUST IN
IIADB PAYABLE TO BRANCH BANKING 6 TR
OOR 821 P E 386. THIS 30TH DAY OF
ZIt LUG
4•
THE
JaT
S•
IL
�r �• 5t'•,
BOOKP& D A-- -PAf,' '�

3-31-1 998 10: 00AFI F KUr l JUH d H.aHK 1 a-i+
SEP 0 3 1998
PREPARED BY JOHN M_ HARRIS, P.A. 4116
STATE OF NORTH C ROLINA Tax Parcel # 639904506676
COUNTY OF CARTEf ET
TRANSFER OF REGISTERED ESTATE
REGISTERED NUMBER 72-8
AWH CORPORATION, in consideration of the sum of Ten and Noll 00 Dollars ($10.00)
and other valuable eorisideration, does hereby sell and convey toJARRETT BAY GROUP, LLC.,
Its successor and assigns, of Carteret County, North Carolina, all rights, title and interest in
the tract or parcel of lend described in the Certificate of Title Registered No. 72-8 in Book RL
5-A at Page 330 in the office of the Register of Deeds of Carteret County, North Carolina, and
being more particularly described as follows:
BEGINNING atlthe southwest corner of the property of Lathe Fodrie Rice on
Core Creek; thence South 83r00 East 271.0 feet; thence North i'OdEast 33.0
feet; thence South B3 East 99.0 feet; thence South 1'00' West 33.0 feet;
thence South 82 45'East 2,335.5 feet to Eastman Creek and Core Creek;
thence norrhw stwardly with the various courses of Core Creek to the point of
BEGINNING. Containing 33.94 acres of woods -land and 19.83 acres of marsh.
TO HAVE AND TOIHOLD the aforesaid lot or parcel of, land and all privileges and
appurtenances there tt�P belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in
fee simple, has the right to convey the same in fee simple, that title is marketable and free and
clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter stated.
1998 Ad valdrem taxes and rights of way of record and other title exceptions
appearing in tlike above referenced Certificate of Title
IN WITNESS HEREOF, the Grantor has caused this instrument to be signed in its
corporate name by it duly authorized officers and its seal to be hereunto affixed by authority
of its Board of Directprs, the day and year first above written.
AWH CORPORAT N
BY:
Henry W. Hope n pre rdent
P. G
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