20000865 Ver 1_Complete File_20050505

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLIC;,ANT'S NAME: Gregory Poole Power Systems, Inc.
D
E?
2. LOCATION OF PROJECT SITE: Adjacent to Core Creek and bordered to the north by the boat basin
for Jarrett Bay Boatworks, at the end of the cul-de-sac of Sensation Weigh Rd., off of State Road 1162
(Steel Tank Rd.) off of Highway 101, approximately 6.5 miles north of Beaufort.
Photo Index - 1995: #559, grid O,P - 19,20 1984:141-11, grid N,O - 7,8
State Plane Coordinates - X: 2695000 - 2695200 Y: 391400 - 391600
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 11,2000; May 24, 2000
Was Applicant Present - Yes, Yes
5. PROCESSING PROCEDURE: Application Received - May 26, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret Co.
Land Classification From LUP - Limited Transition/Conservation
(B) AEC(s) Involved: ES, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned - New Connection
(F) Type of Structures: Existing -None on this tract
Planned - Diesel repair maintenance facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
TREY)(' RD FTT .T .FT) TMr(lRp
(A) Vegetated Wetlands -Section 404 420 sf
Wetlands to mixed coastal marsh
(C) Other
Open Water 11,414 sf
High Ground 71,874 sf 510 sf
(D) Total Area Disturbed: 1.93 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes - conditionally
8. PROJECT SUMMARY: Applicant proposes to construct a maintenance facility, primarily involved in
the repair and maintenance of boat diesel engines. The operation will necessitate a docking facility.
A
FIELD INVESTIGATION REPORT:
Gregory Poole Power Systems, Inc.
Page 02
9. NARRATIVE DESCRIPTION:
The project site consists of a 3.83 acre site adjacent to Core Creek and bordering the boat basin of
the Jarrett Bay Boatworks facility, lying on the southwest side of the Jarrett Bay property. The
property is Lot 11A of the Jarrett Bay Industrial Park, and is still under the ownership of Jarrett
Bay through the White Water Development Group, LLC. The applicant has authorization to apply
for this permit, and has an offer to purchase contingent upon the issuance of this permit. The site
lies at the end of the Sensation Weigh cul-de-sac, 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 averages +6' to +7' above mean high water in elevation and is primarily cleared,
with typical high ground vegetation consisting of oaks, wax myrtle, catbriar, and sweet gum.
There is an internal pocket saturated to the surface, vegetated with Ty_pha latifolia and Juncus
effusus that does not appear as wetlands on the Section 404 Wetland delineation for this tract.
This delineation (on file) has been approved by the US Army Corps of Engineers. Towards the
shoreline, there is a transitional area vegetated with Ilex V., Baccharis halimifolia, and Iva
frutescens, converting to Spartina patens and Juncus roemerianus, and finally S artina alterniflora.
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 conditionally
open to the taking of shellfish for consumption. The Carteret County Land Use Plan classifies this
area as Limited Transition, with all CAMA Areas of Environmental Concern classified as
Conservation. A Sedimentation/Erosion Control Plan was approved for this site on May 09,
2000. A Stormwater Plan was submitted to DWQ on March 15, 2000.
The applicant, Gregory Poole Power Systems, Inc., proposes to construct a one story, 18,000
square foot commercial building, serviced with municipal water and sewer, with a 42 space
parking lot. To accomplish this, approximately 1.65 acres of high ground will be graded. The
building will be constructed on slab with a first floor elevation of 8.5', and will be 13.5' in
height. The parking lot will be finished with asphalt, creating an overall impervious surface for
the building and associated parking of 1.27 acres. None of this will be within the 75' Estuarine
Shoreline AEC. Municipal services will be extended from the end of the cul-de-sac to the east
end of the building.
A docking facility is needed for the mooring of vessels undergoing engine repairs. This structure
will begin as a catwalk extending from the parking lot on its west side, into Core Creek and the
AIWW. The 6' wide wooden walkway will cross high ground for ±85', Section 404 Wetlands
and coastal marsh for ±70', and then extend another ±45' into open water. The pier terminates in
a 199' x 6' wide dock, with mooring pilings to accommodate 9 boats. The dock extends the width
of the property, and waivers are on file for the 15' riparian corridor setback. There will be 20
pilings installed 50' from the dock, terminating 80' from the AIWW in -7' to -9' of water. These
pilings define the 9 slips. The overall distance of the docking facility from the normal high water
contour is 130' to 180'.
Gregory Poole Power Systems, Inc.
Page 03
10. ANTICIPATED IMPACTS:
As proposed, this project will cause to be disturbed approximately 1.65 acres of high ground, for
a finished impervious area of 1.27 acres. There will be a shading effect from the catwalk of 510
square feet over high ground and 420 square feet of wetlands. The shading and drip effect will
occur for another 1464 square feet over open water. Another 9950 square feet of public trust
waters will be incorporated for the mooring pilings. The facility will be an addition to the
"marine industrial park" that has been the goal of Jarrett Bay Boatworks since purchasing the tract
along Core Creek. The nine slips are in addition to the nine in place for Jarrett Bay. If any
engine work is to be accomplished over water, it can be anticipated that there will be some
spoiling impacts associated with this.
June 26, 2000 T. Barrett Morehead City
Form DCM-MP-1
APPLICATION*

(To be completed by all applicants)
1. APPLICANT
. a. Landowner:
b. City, town, community or landmark
Beaufort
c. - Street address or secondary road number
_ Sensation Weigh Rd
Name Gregory Poole Power Systems, Inc.
Address P.O. Box 469
City Raleigh State NC
Zip 27606 Day Phone [phone]
Fax
b. Authorized Agent:
Bill Forman, P.E.
Name Stroud Engineering, P.A.
Address 151-A Hwy 24
City Morehead City State NC
Zip 28557 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Gregory Poole Power Systems.
NOTE.- Pe?nir will be issued m name of kndowner(g), and/or
proled mane.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Intracoastal Waterway
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
*Commercial building/ parking area
*Boat slips
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
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. proposed 9 boat slips and
6'x210' private dock and a 6' elevated
timber walk inside the 75 AEC, the
upland development consists of an 18000sf
commercial building with approx. 37200sf
in roads and parking

Form DCM-MP-1

m. Describe existing wastewater treatmen
4. LAND AND WATER Town of Beaufort Municipa:
CHARACTERISTICS

a. Size of entire tract 3.83 AC n.. Describe location and type of dischar?
of the state. (For example, surface rue
b. Size of individual lot(s) 3.83 AC wastewater, industrial/commercial eff,
down" and residential discharges.) _
c. Approximate elevation of tract above MHW or . s i ri n.c e runoff- --
NWL 6'-7'

d. Soil type(s) and texture(s) of tract o. Describe existing drinking water suppl,
tomotley fine sandy loam
Qgr-.teret. County Murticipal S.;

e. Scrub and pines
Vegetation on tract
_

f. Man-made features now on tract f=iil'
5. ADDITIONAL TNFORMATIC

g. What is the CAMA Land Use Plan land

classification of the site? (Consult the local land use plan.) ` In addition to the completed application
following items must be submitted:
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
I
L Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance cerrificxe, if applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
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 .
1. Are there wetlands on the site? X Yes No
Coastal (marsh) 1 Other -Yes
If yes, has a delineation been conducted? .
(Attach documniadon, if asWiableJ
• A copy of the deed (with state applicat
other instrument under which the applicar
to the affected properties. If the app]
claiming to be the owner of said pr(
forward a copy of the deed or other instr
which the owner claims title, plus writtec
from the owner to carry out the project.
• An accurate, dated work plat (includir
and cross-sectional drawings) drawn to sc
ink on an 8 1/2" by 11" white paper
Coastal Resources Commission Rule W
detailed description.)
Please note that original drawings are pi
only high quality copies will be accepted
prints or other larger plats are acceptable
adequate number of quality copies are F
applicant. (Contact the U.S. Army
Engineers regarding that agency's use
drawings.) A site or location map is a ]
requirements and it must be sufficiently
guide agency personnel unfamiliar with the
Map attached.
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
• A list of the names and complete addresses of the 1 understand that any permit issued in response to this
adjacent waterfront (riparian) landowners and application will allow only the development described in
signed return receipts as proof that such owners the application. The project will be subject to conditions
have received a copy of the application and plats and restrictions contained in the permit.
by certified mail. Such landowners must be advised
I certify that to the best of my knowledge
the proposed
that they have 30 days in which to submit comments ,
activity complies with the State of North Carolina's
on the proposed project to the Division of Coastal approved Coastal Management Program and will be
Management. Upon signing this form, the applicant conducted in a manner consistent with such program.
further certifies that such notice has been provided.
Name Jarrett Bay Group, L.L.C. I certify that I am authorized to grant, and do in fact,
Address 530 Sensation Weigh, Beaufort NC 28516 grant permission to representatives of state and federal
Phone [phone] review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name White Water Development Group. L. C. permit application and follow-up monitoring of the
Address 530 Sensation Weigh, Beaufort,NC 28516 project.
Phone [phone]
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
SW8 980926 - November 20. 1998
Jarrett Bay Boatworks
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
I further certify that the informatio rovided in this
ap ion is truth est of knov?l wigs.
5 z
is the .? day of r Zae o
Print Name
Signature
V fb4t "k%-fE W'k-T-E 12
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MR6 Marina Development
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
NOTE: Please sign and date each attachment in the
space provided at the bottom of each,form.
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 1 - 18,000 sf building
b. Number of lots or parcels 1
c. Density (give the number of residential units and the
units per acre) commercial building
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.65 AC
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted 3/15/00
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0.07
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted _ 3/15/00
i. Describe proposed method of sewage disposal.
Municipal - Town of Beaufort
j. Have the facilities described in Item i. above
received state or local approval? yes
(Attach approp»ate documenlation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Town of Beaufort
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Applicant or

WU Paot -
Reviwd 03195 / -?/
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
e. Mooring buoys N/A
a. Dock(s) and/or Pier(s)
(1) _ Commercial _ -Community __1L Private
(2) Number 2
(3) Length .140' ,• 199'
(4) Width 6' 6
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 9
(8) Proximity of structure to adjacent riparian
property lines -0- Riparian rights waived
(9) Width of water body 5ar, 1,
(10) Water depth at waterward end of pier at
MLW or NWL -V to -5' MLW
b. Boathouse (including covered lifts) N/A
(1) _ Commercial -Community - Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body _
Distance buoy(s) to
shoreline
be placed beyond
f. Mooring structure (boatlift, (ii coring pilin i tc.) N/A
(1) _ Commercial -Community X Private
(2) Number 20
(3) Length 25'
(4) Width 12" diameter
g. Other (Give complete description)
(1) Commercial Private
(2) Length W-\ (z
S I
(3) Width Applicant or Pro e
c. Groin (e.g. wood, sheetpile, etc.) N/A Signature
(1) Number t !1 FO ?2 ?q(Z r`?9 LYE G?-
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
i
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands

PROJECT TITLEt
GREGORY POOLE POWER SYSTEMS
BEAUFORT, NC
CARTERET COUNTY
DRAWING TITLE: DATE:
MAJOR CAMA PERMIT APPLICATION
SITE LOCATION MAP
3WO
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NORTH CAROLINA PAR ENT OF
ENVIRONMENT AND NATUR R SOU L E RCES
DIVISION OF COASTAL MANAGEMENT
DEHR
5
June 27, 2000
JAMES S S. HUNT JR. JUL 7 ?000
CTL?
GOVERNOR MEMORANDUM:
TO: Mr. Kerr T. Stevens, Director ?R6?TER 9911,11 BILL HOLMAN Division of Water Quality
SECRETARY
FROM: Doug Huggett
Major Permits Processing Coordinator
DONNA 0. Morrirr
DIRECTOR SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Gregory Poole Power Systems, Inc.
Project Location: Carteret County. Adjacent to Core Creek and Bordered to the north by
_ the boat basin for Jarrett Bay Boatworks, at the end of the cul-de-sac
of Sensation Weigh Rd., off of SR 1162 (Steel Tank Rd) off of
Highway 101, approximately 6.5 miles north of Beaufort.
Proposed Project: Proposes to construct a maintenance facility, primarily involved in the
repair and maintenance of boat diesel engines. The operation will
necessitate a docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 18, 2000. 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 DATE r
MOREH EAD CITY OFFICE
HESTRON PLAZA 11, 151-B HIGHWAY 24, MOREHEAD CITY NC 28557
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST-CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Gregory Poole Power Systems, Inc.
2. LOCATION OF PROJECT SITE: Adjacent to Core Creek and bordered to the north by the boat basin
for Jarrett Bay Boatworks, at the end of the cul-de-sac of Sensation Weigh Rd., off of State Road 1162
(Steel Tank Rd.) off of Highway 101, approximately 6.5 miles north of Beaufort.
Photo Index - 1995: #559 , grid O,P - 19,20 1984:141-11, grid N,O - 7,8
State Plane Coordinates - X: 2695000 - 2695200 Y: 391400 - 391600
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 11,2000; May 24, 2000
Was Applicant Present - Yes, Yes
5. PROCESSING PROCEDURE: Application Received - May 26, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret Co.
Land Classification From LUP - Limited Transition/Conservation
(B) AEC(s) Involved: ES, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned - New Connection
(F) Type of Structures: Existing -None on this tract
Planned - Diesel repair maintenance facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION:
[AREA]
n??iTl?T''.T1 ITT T T. 7'l rwr?.-.rr
- - - iLLLL 11 V l..l/l?r
(A) Vegetated Wetlands -Section 404

Wetlands to mixed coastal marsh 420 sf
(C) Other
Open Water 11,414 sf
High Ground 71,874 sf 510 sf
(D) Total Area Disturbed: 1.93 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes - conditionally
8
PROJECT SUMMARY: Applicant proposes to construct a maintenance facility, primarily involved in
the repair and maintenance of boat diesel engines. The operation will necessitate a docking facility.
FIELD INVESTIGATION REPORT:
Gregory Poole Power Systems, Inc.
Page 02
9. NARRATIVE DESCRIPTION:
The project site consists of a 3.83 acre site adjacent to Core Creek and bordering the boat basin ol
the Jarrett Bay Boatworks facility, lying on the southwest side of the Jarrett Bay property. The
property is Lot 11A of the Jarrett Bay Industrial Park, and is still under the ownership of Jarrett
Bay through the White Water Development Group, LLC. The applicant has authorization to appl)
for this permit, and has an offer to purchase contingent upon the issuance of this permit. The site
lies at the end of the Sensation Weigh cul-de-sac, 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 averages +6' to +7' above mean high water in elevation and is primarily cleared,
with typical high ground vegetation consisting of oaks, wax myrtle, catbriar, and sweet gum,
There is an internal pocket saturated to the surface, vegetated with Typha latifolia and Juncus
effusus that does not appear as wetlands on the Section 404 Wetland delineation for this tract,
This delineation (on file) has been approved by the US Army Corps of Engineers. Towards the
shoreline, there is a transitional area vegetated with Ilex sp., Baccharis halimifolia, and No
frutescens, converting to S artina patens and Juncus roemerianus, and finally Spartina alterniflora.
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 conditionally
open to the taking of shellfish for consumption. The Carteret County Land Use Plan classifies this
area as Limited Transition, with all CAMA Areas of Environmental Concern classified as
Conservation. A Sedimentation/Erosion Control Plan was approved for this site on May 09,
2000. A Stormwater Plan was submitted to DWQ on March 15, 2000.
The applicant, Gregory Poole Power Systems, Inc., proposes to construct a one story, 18,000
square foot commercial building, serviced with municipal water and sewer, with a 42 space
parking lot. To accomplish this, approximately 1.65 acres of high ground will be graded. The
building will be constructed on slab with a first floor elevation of 8.5', and will be 13.5' it
height. The parking lot will be finished with asphalt, creating an overall impervious surface for
the building and associated parking of 1.27 acres. None of this will be within the 75' Estuarine
Shoreline AEC. Municipal services will be extended from the end of the cul-de-sac to the ease
end of the building.
A docking facility is needed for the mooring of vessels undergoing engine repairs. This structure
will begin as a catwalk extending from the parking lot on its west side, into Core Creek and the
AIWW. The 6' wide wooden walkway will cross high ground for ±85', Section 404 Wetlands
and coastal marsh for ±70', and then extend another ±45' into open water. The pier terminates in
a 199' x 6' wide dock, with mooring pilings to accommodate 9 boats. The dock extends the width
of the property, and waivers are on file for the 15' riparian corridor setback. There will be 2C
pilings installed 50' from the dock, terminating 80' from the AIWW in -7' to -9' of water. These
pilings define the 9 slips. The overall distance of the docking facility from the normal high water
contour is 130' to 180'.
Gregory Poole Power Systems, Inc.
Page 03
10. ANTICIPATED IMPACTS:
As proposed, this project will cause to be disturbed approximately 1.65 acres of high ground, for
a finished impervious area of 1.27 acres. There will be a shading effect from the catwalk of 510
square feet over high ground and 420 square feet of wetlands. The shading and drip effect will
occur for another 1464 square feet over open water. Another 9950 square feet of public trust
waters will be incorporated for the mooring pilings. The facility will be an addition to the
"marine industrial park" that has been the goal of Jarrett Bay Boatworks since purchasing the tract
along Core Creek. The nine slips are in addition to the nine in place for Jarrett Bay. If any
engine work is to be accomplished over water, it can be anticipated that there will be some
spoiling impacts associated with this.
June 26, 2000 T. Barrett Morehead City
sjbr-; 1--1-x( a I Is
OFFICE -USE,ONLY,
Date Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Whitewater_Development Group, LLC
2. Print Owner/Signing Official's name and 11M a (person legally responsible for facility and compliance):
R RN A G, h wk5 C ksoa: ? S t-0riZ e M0 Li, E % T?, ?tA, l -, V, q e t2-
( RL-Tt A_LC2 V GUJ LOOP uAeaJ L 6J2O J? 1 LLC
3. Mailing Address for person listed in item 2 above:
530 Sensation Weigh Rd
City: Beaufort State: NC Zip: 28516
Telephone Number: ( 252 ) 728-2690
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Gregory Pool Power Systems
5. Location of Project (street address):
Sensation Weigh Rd.
City: Beaufort County: Carteret
6. Directions to project (from nearest major intersection):
From intersection of US Hwy 70 and NC Hwy 101 travel approx. 6.5 miles nort on NC
Hwy 101 to NCSR 1162-Steel Tank Rd., .take next left on NCSR 1242 - Sensation Weigh Ri
7. Latitude: 34°48' 30" N Longitude: 76°40' 24"W of project
8. Contact person who can answer questions about the project:
Name: James W. Forman Telephone Number: ( 252 247-7479
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Fnrm RWII-101 Venzinn 1 00 Pane 1 of d
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue to (if known)
3. Specify the type of project (check one):
X Low Density High Density -Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
C.yMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Sheet flow over ground to wetlands
2. Stormwater runoff from this project drains to the White Oak
River basin.
3. Total Project Area: 3.83 acres 4. Project Built Upon Area: 33.06 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
tsa5m lnfo;matton°? ,'
Drainage Area'1

g
Receng Stream Name

Receiving Stream Class Intracoastal Waterway
SA
Drainage Area
3.83 AC
Existi
I
*
ng
mpervious
Area 0.00
Pro
d I
'
ose
m ervious
Area 1.27 AC
Im
i
"
erv
ous
Area (total) 33.06%
Im ervious"5urface Area . Drairia e Ae 1
r g i.4 Y" Drainage Area:2
On-site Buildings
18, 8,000 SF
On-site Streets
0.00 SF
On-site Parkin
g/Drives 35,217 SF
On-site Sidewalks
1,940 SF
Other on-site
N/A
Off-site
N/A

Total: 1.2T AC Total:
" Impervious area is defined as the built upon area including, but iiot limited to, buildings, roads, parking areas

sidewalks, gravel areas, etc. ,
Form SWU-101 Vcrsion 3.99 Page 2 of4
-mit No.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
(to be provided by D
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one'that meets the appropriate criteria for built upon area and transports stormw,
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormw,
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors c
be found in ISA NCAC 2H .1005 through .1007.
1. PROJECT INFORMATION
Project Name : Gregory Pool Power Systems
Contact Person: James w.. Forman Phone Number: ( 252) 247-7479
Number of Lots: 1 Allowable Built Upon Area Per Lot*: 1.41 AC
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
H. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.'
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc,
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
(SA x DF) :-EA_- OA = BUA
No. Lots Lot
Calculation:
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ 1vithin 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
(15A NCAC 2H .1007(2)(b)] '
Form SWU-104 Rev 3.99 Page 2 of 2
7. How was the off-site imperv ; area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior'to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number SW8 980926 as isstied by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessanj to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stornwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or fixture development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement.
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form Rwi f- l n I V-7.,.. z on
VI. SUBMITTAL REQUIREMENTS
Only complete application pac. .-s will be accepted and reviewed by the -vision of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property /project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans.that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm). Stroud Engineering, P.A.
James W. Forman, P.E.
Mailing Address: 151-A Hwy 24
City: Morehead City State: NC ,Zip: 28557
Phone:( 252 ) 247-7479 Fax: ( 252 ) 247-4098
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Randy Ramsey
certify that the information included on this permit applic&tion form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants w be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000. --
Signature:
Date: 4-5-- -o
Form SWU-101 Version 3.99 Page 4 014
Sub PIA? I?Ica( 3
FINANCIAL RESPONSIBILfTYIOWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may inhiale any land-disluting aciivity,on one or more conliguous acres .as covered by the kj
before this form and an acceplable erosion and sedimenialion control plan have been cornpleled and approved
by the Land Oualhy Section, N.C. Department of avironment, Health, and Natural Resources. (Please type or
print and, if.queslion is not applicable, place NIA in the blank.)
Part A.
1. Project Name Gregory Fool Power Systdms
2. Location of land-disturbing aciivily: County Carteret
C i1y
or Township Beaufort and Highway / Street Sensation Weigh Rd.
3. Approximate date land-dislurbing aclivily will be commenced: 6/1/00
4. Purpose of development (residential, commercial, industrial, etc.) : Commercial
S. Total acreage disturbed or uncovered (including off-site borrow and waste areas) : 1.53 AC
6. Amount of fee enclosed $ 50.00
7. Has an erosion and sedimentation control plan been filed ? Yes X No
8. Person to contact should sediment control issues arise during land-dlsturbiN activity.
Name Mason Cox ^.
'Telephone (252) -728-2690
9. Landowner• (s) of Record ( Use blank page to list additional owners.):
w?n1 3 y1.1aL?yV .11 P AMU u ?7Y(1 c / L?
Name (s)
S30 'c'-'eA5ai ov\ 0e tIlk
Current Mailing Address
?Ufze
Clly Slate Zip.
10. Rocorded in Deed Book No.
Part B.
Current Slreel Address
City Slate Zip
Pago No. 1, L+
1. Person (s) or firms (s) who are financially responsible for this land-disturbing activity (Use the blank page Io list
additional persons or firms):
?Zuo C
Name of Person I
15 ?
Mailing Address
?U F0?
City
s)or Firm (s)
o v\
Stale Zip

Street Address
City
State Zip
2. (a) 11••ihe Financially Responsible f-.0y. is not a residen•l of North Carolina give name and street address of
a North Carolina Agent.
Name
Nailing Address Street Address
Chy Stale Zip Cily State Zip
Telephone Telepf-ane
(b) If the Financially Responsible Party is a Partnership.or other person e a i
assumed name, ailach a copy of the certificate o! assumed name. If the FinanciallRlesponsib Responsible P rtyrIs a
Corporation give name and street address of the Registered Agent.
Name of. Registered Agent
wiling Address
. ...Street Address
City. Stale Zip City State Zip
Telephone
Telephone
i he above info rnalion is true and correct io•!he best of my.knowledge. and belief and was provided by me
under oath. ( This form must be signed by the financially responsible person If an individual or his attorney-
In-fact or it not*
an individual by an officer, director, partner, or registered agent with aut
hority to execute Inslru-
menls for the finanaciafly responsible person ). I agree to prbvide corrected informalion should there be any
change in the informalion provided herein.
-7 , Z ?Wl' /-, ? " - C , - ? Z' C " 7 , "
ype or print name ,
Signalure,_,--
Stale of North Carolina, hereby cerlily that `ppeared personally before me this day and ruled by him. Y d being duly sworn acknowledged that l
h..IIr4
o above form was oxo-
Witness my hand and notarial seal, this day of
A:N,co ' OFFICIA L SEAL "
tary Pubac, North Carolina N of a ry
County of Carteret
Renee Et. Lawr e? My commission expires' mmission Ex u
Title or Authority
Date ?U ?{ ?`(??CZ P CAt'!U
a Nolary Public of the County of
Form DCM-MP-1
APPLICATION'
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Beaufort
a. Landowner:
Name Gregory Poole Power Systems, Inc.
Address P.O. Box 469
City Raleigh State NC
Zip 27606 Day Phone [phone]
Fax
b. Authorized Agent:
Bill Forman, P.E.
Name Stroud Engineering, P.A.
Address 151-A Hwy 24
City Morehead City State NC
Zip 28557 Day Phone [phone]
Fax [phone]
C. Project name (if any)
Gregory Poole Power Systems
NOTE: Per"dt will be issued in name of landowner(s), mid/or
projed name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
c. ' Street address or secondary road number
_ Sensation Weigh Rd
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Intracoastal Waterway
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
*Commercial building/ parking area
*Boat slips
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
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. _ proposed 9 boat slips and
6'x210' private dock and a 6' elevated
timber walk inside the 75 AEC, the
upland development consists of an 18000sf
commercial building with approx. 37200sf
in roads and parking
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
Town of Beaufort Municipal System
a. Size of entire tract 3.83 AC n.
b. Size of individual lot(s)
3.83 AC
c. Approximate elevation of tract above MHW or
NWL 6'-7'
Describe location and type of diseharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
?'; riace runoff
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source

tomotley fine sandy loam .
CartLtra:t County KuPICip 1.l Sy;;tPri.
e. Vegetation on tract scrub and pines
f. Man-made features now on tract fill
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land

classification of the site? (Con uft the low land use plan.) . In addition to the completed application form, the
following items must be submitted:
Conservation Transitional
X Developed Community • A spy of the deed (with state application only) or
Rural Other other instrument under which the applicant claims tide
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
(Attach zoning mmliance n?drficate, t(applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by 11" white paper. (Refer to
done for the tract? Yes X No Coastal Resources Commission Rule 71.0203 for a
If yes, by whom? detailed description.)
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 .
L Are there wetlands on the site? X Yes No
Coastal (marsh) X_ Other
If yes, has a delineation been conducted? _
(Attach dommentation, (f o?ailable)
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
Map attached.
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
• 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.
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 Jarrett Bay Group, L.L.C. I certify that I am authorized to grant, and do in fact,
Address 530 Sensation Weigh, Beaufort NC 28516 grant permission to representatives of state and federal
Phone [phone] review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name White Water Development Group. L.L.C. permit application and follow-up monitoring of the
Address 530 Sensation Weigh, Beaufort,NC 28516project.
Phone [phone]
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
SW8 980926 - November 20, 1998
Jarrett Bay Boatworks
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
I further certify that the informatio rovided in this
ap ' ion is truthful to th est of kno led
`?7 "°
is the day of vv. c-0 7-v6 Of
Print Name MA So t?DX V3
Signature
V FofZ VAtTfE W A i jFIZ
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 1 - 18,000 sf building
b. Number of lots or parcels 1
c. Density (give the number of residential units and the
units per acre) _ commercial building
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.65 AC
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted 3/15/00
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0.07
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
x Yes No
If yes, date submitted 3/15/00
i. Describe proposed method of sewage disposal.
Municipal - Town of Beaufort
Have the facilities described in Item i. above
received state or local approval? yes
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public Jyst°m, etc.)
Town of Beaufort
m. Will water be impounded?
If yes, how many acres? _
Yes R No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Applicant or

Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) - Commercial _ -Community -IL Private
(2) Number 2
(3) Length 140' ; 199_'
(4) Width 6' ; 6'
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 9
(8) Proximity of structure to adjacent riparian
property lines -0- Riparian rights waived
(9) Width of water body Snn 41
(10) Water depth at waterward end of pier at
MLW or NWL -4'to -5' MLw
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Mooring buoys N/A
(1) _ Commercial -Community - Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
Mooring structure (boatlift, ooring pilin ; tc.) N/A
(1) _ Commercial -Community Private
(2) Number 20
(3) Length 25'
(4) Width 12" diameter
g. Other (Give complete description)
Applicant or
FO `c m-G.- AOL, e--
C/2 Sf Zar.-r>

i-
PROJECT TITLE:
GREGORY POOLE POWER SYSTEMS
BEAUFORT, NC
CARTERET COUNTY
DRAWING TITLE:
MAJOR CAMA PERMIT APPLICATION
SITE LOCATION MAP
DATE: J'J'V W O
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REPLY TO
ATTENTION OF:
Regulatory Division
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON, NORTH CAROLINA 28403
November 14, 2000
Action ID No. 200001381 and State Permit No. 141-00
Gregory Poole Power Systems, Inc.
Post Office Box 469
Raleigh, North Carolina 27606
Dear Sir:
?inv > (1 20011
Reference your application for a Department of the Army (DA) permit to constrict a
maintenance facility including a docking facility, catwalk, walkway and mooring pilings adjacent
to Core Creek north of Beaufort, Carteret County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of general permit No. 198000291. Therefore, you may commence construction activity
in strict accordance with applicable State authorization and the enclosed plan. Failure to comply
with the State authorization or conditions of the general permit could result in civil and/or
administrative penalties.
Please be advised that the following are conditions of this DA permit:
1. The permittee understands and agrees that, if future operations by the United States
require the removal, relocation, or other alteration, of the structure or work herein authorized, or
if, in the opinion of the Secretary of the Army or his authorized representative, said structure or
work shall cause unreasonable obstruction to the free navigation of the navigable waters, the
permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or
alter the structural work or obstructions caused thereby, without expense to the United States.
No claim shall be made against the United States on account of any such removal, relocation, or
alteration. The permittee shall notify NOAA/NATIONAL OCEAN SERVICE, Chief Source
Data Unit, Attention: Sharon Tear N CS261, 1315 E West HWY RM 7316, Silver Spring, MD
20910-3282 at least two weeks prior to beginning woi-k and upon completion of work.

2. This permit does not authorize any dredging.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to Jeff Richter, Regulatory Division, telephone
[phone].
Sincerely,
G. Wayne Wright, Chief
Regulatory Division
Enclosure
Copies Furnished (with encl.):
Chief, Source Data Unit
NOAA\National Ocean Service
ATTN: Sharon Tear N/CS261
1315 East-West Hwy, Rm. 7316
Silver Spring, Maryland 20910-3282
Mr. John Dorney
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Mr. William L. Cox, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dr. Garland B. Pardue, Field Supervisor
U.S. Fish and Wildlife Service
Post Office Box 33726
Raleigh, North Carolina 27636-3726
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

EIZ
PROJECT TITLE:
GREGORY POOLE POWER SYSTEMS
BEAUFORT, NC
CARTERET COUNTY
DRAWING TITLE:
MAJOR CAMA PERMIT APPLICATION
SITE LOCATION MAP
I O-(:?
DATE: - J'J'l/O
SCALE:) 'J'V
NOT TO SCALE
HESTRON PLAZA 1110
151A HIGHWAY 24
NOREHEAD CITY. NORTH CARCLIKA 28551
92521 211-1479
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
012,
A-%mmow-ftwo 4 LA???
AN7
D E N R
August 24, 2000
DWQ# 00-0865
Carteret County
Gregory Poole Power Systems, Inc.
C/o Bill Forman
P.O. Box 469
Raleigh, NC, 27606
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Forman
You have our approval, in accordance with the attached conditions, for incorporation of 0.01 acre of wetlands in order to
place a diesel repair maintenance facility on your property in Carteret County, as you described in your application dated 28
June 2000. After reviewing your application, we have determined that this work is covered by General Water Quality
Certification Number 3274. This Certification allows you to use your CAMA Permit when the NC Division of Coastal
Management issues it. 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 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 as well as the additional condition listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this letter or the
issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from the 401/Wetlands
Unit web site at htty://h2o enr.state.nc.us/ncwetlands .
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter
150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-9646.
Sincerely,
0_r 1Q/t?
Kerr T. Stevens
Non-Discharge Branch 1621 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmatlve Action Employer 50% recycled/10% post consumer paper
Attachment
cc: Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
Doug Huggett, DCM
File Copy
Central Files
Stroud Engineering, 151-A NC Highway 24, Morehead City, NC, 28557
000865
JAMES 13. HUNT JR.
GOVERNOR
1$ILL HOLMAN
SECRETARY
DONNA D.:MOPFIT'T
DIRaCTOR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
June 27, 2000
MEMORANDUM: ? 8 2000
TO: Mr. John R. Dorney v iT
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Hugged 0 0 0 8 6 5
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Gregory Poole Power Systems, Inc.
Project Location: Carteret County. Adjacent to Core Creek and Bordered to the north by
the boat basin for Jarrett Bay Boatworks, at the end of the cul-de-sac
of Sensation Weigh Rd., off of SR 1162 (Steel Tank Rd) off of
Highway 101, approximately 6.5 miles north of Beaufort.
Proposed Project: Proposes to construct a maintenance facility, primarily involved in the
repair and maintenance of boat diesel engines. The operation will
necessitate a docking facility.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 18, 2000. 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 DATE W&
MOREH EAD CITY OFFICE
HESTRON PLAZA 11, 151-8 HIGHWAY 24, MOREHEAD CITY NC 28557
PHONE: [phone] FAX: [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED / 10% POST-CONSUMER PAPER
DENR TOLL FREE HOTLINE: [phone]
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
000865
1. APPLICANT'S NAME: Gregory Poole Power Systems, Inc.
2. LOCATION OF PROJECT SITE: Adjacent to Core Creek and bordered to the north by the boat basin
for Jarrett Bay Boatworks, at the end of the cul-de-sac of Sensation Weigh Rd., off of State Road 1162
(Steel Tank Rd.) off of Highway 101, approximately 6.5 miles north of Beaufort.
Photo Index - 1995: #559, grid O,P - 19,20 1984:141-11, grid N,0 - 7,8
State Plane Coordinates - X: 2695000 - 2695200 Y: 391400 - 391600
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April 11,2000; May 24, 2000
Was Applicant Present - Yes, Yes
5. PROCESSING PROCEDURE: Application Received - May 26, 2000
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret Co.
Land Classification From LUP - Limited Transition/Conservation
(B) AEC(s) Involved: ES, EW, CW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal Sewer
Planned - New Connection
(F) Type of Structures: Existing -None on this tract
Planned - Diesel repair maintenance facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7
HABITAT DESCRIPTION:
[AREA]
T1RFil(;FTI RTT T Vn TXTnnnn
?A) vegetated Wetlands -Section 404

Wetlands to mixed coastal marsh 420 sf
(C) Other
Open Water 11,414 sf
High Ground 71,874 sf 510 sf
(D) Total Area Disturbed: 1.93 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Yes - conditionally
8
PROJECT SUMMARY: Applicant proposes to construct a maintenance facility, primarily involved in
the repair and maintenance of boat diesel engines. The operation will necessitate a docking facility.
FIELD INVESTIGATION REPORT:
Gregory Poole Power Systems, Inc.
Page 02
9. NARRATIVE DESCRIPTION:
The project site consists of a 3.83 acre site adjacent to Core Creek and bordering the boat basin of
the Jarrett Bay Boatworks facility, lying on the southwest side of the Jarrett Bay property. The
property is Lot 11A of the Jarrett Bay Industrial Park, and is still under the ownership of Jarrett
Bay through the White Water Development Group, LLC. The applicant has authorization to apply
for this permit, and has an offer to purchase contingent upon the issuance of this permit. The site
lies at the end of the Sensation Weigh cul-de-sac, 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 averages +6' to +7' above mean high water in elevation and is primarily cleared,
with typical high ground vegetation consisting of oaks, wax myrtle, catbriar, and sweet gum.
There is an internal pocket saturated to the surface, vegetated with Typha latifolia and Juncus
effusus that does not appear as wetlands on the Section 404 Wetland delineation for this tract.
This delineation (on file) has been approved by the US Army Corps of Engineers. Towards the
shoreline, there is a transitional area vegetated with Ilex V., Baccharis halimifolia, and Iva
frutescens, converting to S artina patens and Juncus roemerianus, and finally SSpartina alterniflora.
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 conditionally
open to the taking of shellfish for consumption. The Carteret County Land Use Plan classifies this
area as Limited Transition, with all CAMA Areas of Environmental Concern classified as
Conservation. A Sedimentation/Erosion Control Plan was approved for this site on May 09,
2000. A Stormwater Plan was submitted to DWQ on March 15, 2000.
The applicant, Gregory Poole Power Systems, Inc., proposes to construct a one story, 18,000
square foot commercial building, serviced with municipal water and sewer, with a 42 space
parking lot. To accomplish this, approximately 1.65 acres of high ground will be graded. The
building will be constructed on slab with a first floor elevation of 8.5', and will be 13.5' in
height. The parking lot will be finished with asphalt, creating an overall impervious surface for
the building and associated parking of 1.27 acres. None of this will be within the 75' Estuarine
Shoreline AEC. Municipal services will be extended from the end of the cul-de-sac to the east
end of the building.
A docking facility is needed for the mooring of vessels undergoing engine repairs. This structure
will begin as a catwalk extending from the parking lot on its west side, into Core Creek and the
AIWW. The 6' wide wooden walkway will cross high ground for ±85', Section 404 Wetlands
and coastal marsh for ±70', and then extend another ±45' into open water. The pier terminates in
a 199' x 6' wide dock, with mooring pilings to accommodate 9 boats. The dock extends the width
of the property, and waivers are on file for the 15' riparian corridor setback. There will be 20
pilings installed 50' from the dock, terminating 80' from the AIWW in -7' to -9' of water. These
pilings define the 9 slips. The overall distance of the docking facility from the normal high water
contour is 130' to 180'.
Gregory Poole Power Systems, Inc.
Page 03
10. ANTICIPATED IMPACTS:
As proposed, this project will cause to be disturbed approximately 1.65 acres of high ground, for
a finished impervious area of 1.27 acres. There will be a shading effect from the catwalk of 510
square feet over high ground and 420 square feet of wetlands. The shading and drip effect will
occur for another 1464 square feet over open water. Another 9950 square feet of public trust
waters will be incorporated for the mooring pilings. The facility will be an addition to the
"marine industrial park" that has been the goal of Jarrett Bay Boatworks since purchasing the tract
along Core Creek. The nine slips are in addition to the nine in place for Jarrett Bay. If any
engine work is to be accomplished over water, it can be anticipated that there will be some
spoiling impacts associated with this.
June 26, 2000 T. Barrett Morehead City
s?,u ; !mod l fs
.. OFFICE USE ONLY
Date Received
Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Whitewater Development Group, LLC
2. Print Owner/Signing Official's name and t' e (person legally responsible for facility and compliance):
R MJ v G. 4 t VvtkSoR 5 t V?rtZ e ?Inc,? r? ?u?tr?+??3 L?2
WK;-TI AT C(L \-)C-U COQ VAefJJ -?- G-ROJU f Lc.C
3. Mailing Address for person listed in item 2 above:
530 Sensation Weigh Rd
City: Beaufort State: NC Zip: 28516
Telephone Number: ( 252 1 728-2690
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Gregory Pool Power Systems
5. Location of Project (street address):
Sensation Weigh Rd.
City: Beaufort County: Carteret
6. Directions to project (from nearest major intersection):
From intersection of US Hwy 70 and NC Hwy 101 travel approx. 6.5 miles nort on NC
Hwy 101 to NCSR 1162-Steel Tank Rd., take next left on NCSR 1242 - Sensation Weigh Ri
7. Latitude: 34°48'30" N Longitude: 76°40'24"W
of project
8. Contact person who can answer questions about the project:
Name: James W. Forman . Telephone Number: ( 252 247-7479
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 P.= I of 4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issur ^ to (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
R CAMA Major X Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormtivater management for the project.
Sheet flow over ground to wetlands
2. Stormwater runoff from this project drains to the
White Oak
River basin.
3. Total Project Area: 3.83 acres
4. Project Built Upon Area: 33.06 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
nasrnirttormatJOn -. ?, , .
Drainage Are1 ' Drainage Areal .
Receiving Stream Name Intracoastal Waterway
Receiving Stream Class SA
Drainage Area 3.83 AC
Existing Impervious* Area 0.00
Proposed Im ervious"Area 1.27 AC
% Impervious* Area (total) 33.067
lon-site s ;;Surface Area Draiage Area 1 rainage Areal
ildings18 000 SF
eets U. 00 SF
rking/Drives 35,217 SF
ewalks 1, 940 SF
ite N/A
N/A
Total: 1.-2-7'- AC Total:
" Impervious area is defined as the built upon area including, but Trot limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4
,Tmit No.
(to be provided by D
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one-that meets the appropriate criteria for built upon area and transports stormw,
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormw,
collection system as defined by 15A NCAC 214 .1002(18). Low density requirements and density factors
be found in 15A NCAC 2H .1005 through .1007.
1. PROJECT INFORMATION
Project Name : Gregory Pool Power Systems
Contact Person: James W.. Forman Phone Number: f 252) 247-7479
Number of Lots: 1 Allowable Built Upon Area Per Lot*: 1.41 AC
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon
area for each lot. The attachment must include the project name, phase, page numbers and provide area
subtotals and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.'
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
(SA x DF) - RA - OA = BUA
No. Lots Lot
Calculation:
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DW2 within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
(15A NCAC 2H.1007(2)(b)) '
Form SWU-104 Rev 3.99 Pabe 2 of 2
7. How was the off-site imperv ; area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater
number SW8 980926 management permit
as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot slcall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement.
Off-Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Fnrm Mr I- I n i ve-..: I nn
VI. SUBMITTAL REQUIREMENTS
Only complete application pac. _?s will be accepted and reviewed by the vision of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stonmwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property /project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans. that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete t1-Lis section.
Designated agent (individual or firm): Stroud Engineering, P.A.
James W. Forman, P.E.
Mailing Address: 151-A Hwy 24
City: Morehead City
Phone:( 252 ) 247-7479
VIII. APPLICANT'S CERTIFICATION
State: NC Zip: 28557
Fax: ( 252 ) 247-4098
I, (print or type name of person listed in General Information, item 2) Randy Ramsey
certify that the information included on this permit applic&tion form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signatu
Date: 4 -5 __ 0 0
Form SWU-101 Version 3.99 Page 4 014

P(aks A--f+4 CA, L,7?
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing aciivhy,on one or rmre contiguous acre s.as covered by the A„r1
before this form and an acceplablo erosion and sedim6malion cornrvl plan have been corrpleted and approved
by the Land Ouali y Section, N.C. Department of Environment, Heahh, and Natural Resources. (Please type or
print and, if.queslion is not applicable, place N/A in the blank.)
Part A.
1. Project Name Gregory Fool Power Systems
2. Location of land-dislurbing aciivily: Counly Carteret
C i1y
or Township $eaufort
and Highvay / Street Sensation Weigh Rd.
3. Approximate date land-disturbing aclivilywill be commenced: 6/1/00
4. Purpose of development (residential, commercial, induslrial, e1c.) : Commercial
S. Total acreage disturbed or uncovered (including off-sile borrow and waste areas) : 1.53 AC
6. Amount of fee enclosed S 50.00
7. Has an erosion and sedimentation control plan been filed ? Yes X No
8. Person Io contact should sediment control issues arise duriN land-disturbing activity.
Name' Mason Cox ` . ;
'Te)ephonel_ (252) '728-2690 -
9. Landowner (s) of Record ( Use blank page to list additional owners.):
"(+9 tAJ?TC/V ? l P jMO u ?7Yn c In
Name (s) C
X30Sc??-d ov\
Current Mailing Address Current Slreet.Address
P?U?ofz: ?l?
Clly Stale Zip City Slate Zip
10. Recorded in Deed Book No. 3: ? Pago No, G, ? 8
Part B.
1. Person (s) or firms (s) who are financially responsible for this land-disturbi
additional persons or firms): ng activity (Use the blank page to list
?AIJo
Name of Person (s)or Firm (s)
X30 ? ? o ?? ? ?? •
Mailing Address Street Address
??uFoc?? ??1??cc?
Chy Stat/e? /Zip City Stale Zip
T_ 1 . 7 L ?7 .- / 7 Cl _ 7 ?' l 1 f1
2. (a) 11•-the Financially Responsible
F-wty.is not a resident of North Carolina give name and street address of
a North Carolina Agent.
Name
Mailing Address
Chy Stale Zip
Cily Stale Zip
Telephone Telephone
(b) If the Financially Responsible Party is a Partnership'or other person e a i
assumed name, attach a copy of the certificate of assumed name. If the FinanciallygResponsible in business P rtyris a
Corporation give name and street address of the Registered Agent.
Name of. Registered Agent
Miailing Address ..,Street Address
Cily State Zip. City 1 State Zip
Telephone Telephone
i he above information is true and correcl to•the best of my.knowledge, and belief and was provided by me
under oath. ( This form must be signed by the financially responsible person If an individual or his ahomey-In-
1acl or if nol'an individual by an officer, direCor, partner, or registered agent with authority to execute Instru-
ments for the finanacially responsible person ). I agree io provide corrected information should there be any
change in the information provided herein.
r YPe or print name
Signature,-
U
Trite or Authority
Date ?fjl,??_ vr,?
(Y(? 0 the , U- C-
a Notary Public of the County of
Slate of North Carolina, hereby certify that
aPPeared personally before me this day a \1 C ?QM??
culed by him. Y nd berng duly sworn acknowledged Thai t
A- n/-,0
o above form was oxo-
Witness my hand and notarial seal, This ) day of
?,- 'OFFICIAL SEAL"
Notary public, North Carolina Notary
County of Carteret
?• Renee B. Lawr ev My commission expires
Commission Esc '
Street Address
Form DCM-MP-1
APPLICATION'
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Beaufort
L;. Street address or secondary road number
a. Landowner: _ Sensation Weieh Rd
Name Gregory Poole Power Systems, Inc.
Address P.O. Box 469
City Raleigh State NC
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Intracoastal Waterway
Zip 27606 Day Phone [phone]
Fax
b. Authorized Agent:
Bill Forman, P.E.
Name Stroud Engineering, P.A.
Address 151-A Hwy 24
City Morehead City State NC
Zip 28557 Day Phone [phone]
Fax [phone]
C. Project name (if any)
Gregory Poole Power Systems
NOM Permit will be issued in name of Lmul mer(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Carteret
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
*Commercial building/ parking area
*Boat slips
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work
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. - proposed 9 boat slips and
6'x210' private dock and a 6' elevated
timber walk inside the 75 AEC, the
upland development consists of an 18000sf
commercial building with approx. 37200sf
in roads and parking
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 3.83 AC
b. Size of individual lot(s)
3.83 AC
c. Approximate elevation of tract above MHW or
NWL 61-71
d. Soil type(s) and texture(s) of tract
tomotlev fine sandv loam
e. Vegetation on tract Scrub and pines
f. Man-made features now on tract fill
g. What is the CAMA Land Use Plan land
classification of the site? (Coeattlt the locd land we plan.)
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
T
1W
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach Zoning compliance crrdtfieate, 1(applicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
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 .
1. Are there wetlands on the site? X Yes No
Coastal (marsh) k Other
If yes, has a delineation been conducted? -y_
(Attach documentation, if auailabk)
m. Describe existing wastewater treatment facilities.
Town of Beaufort Municipal System
n. Describe location and type of diseharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
iil;'1Fr.Cn rLlnuff
o. Describe existing drinking water supply source.
Carterrct rnt???cy bit.irrJ.cip ..l Ry;,t Pri
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7!.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Map attached.
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
• 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 certifled 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.
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 ;,i 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 Jarrett Bay Group, L.L.C. I certify that I am authorized to grant, and do in fact,
Address 530 Sensation Weigh, Beaufort NC 28516 grant permission to representatives of state and federal
Phone [phone] review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name White Water Development Group. L.L.C. permit application and follow-up monitoring of the
Address 530 Sensation Weigh, Beaufort,NC 28516project,
Phone [phone]
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
SW8 980926 - November 20, 1998
Jarrett Bay Boatworks
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
I further certify that the informatio rovided in this
cep ion is truth est of kn?thv day of WA, Ctl zv° G
Print Name M R Su &f X LDk L3
Signature
V fUZ VAWTE W OkTC lZ
DeUC(b%XWlt~A r 600,;? 1 cc C
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM W-6 Marina Development
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 1 - 18,000 sf building
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted 3/15/00
b. Number of lots or parcels
c. Density (give the nuAer of residential units and the
units per acre) _ commercial building
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.65 AC
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted 3/15/00
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 0.07
i. Describe proposed method of sewage disposal.
Municipal - Town of Beaufort
j. Have the facilities described in Item i. above
received state or local approval? yes
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Surface runoff
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Town of Beaufort
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Applicant or
R. OW& POOC
/_ i>
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial _ -Community _-I Private
(2) Number 2
(3) Length 140' ; 199'
(4) Width 6' ; 6'
(5) Finger Piers Yes X No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes X No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed 9
(8) Proximity of structure to adjacent riparian
property lines -0- Riparian rights waived
(9) Width of water body
Safi 1,
(10) _
Water depth at waterward end of pier at
MLW or NWL -4' to -5' MLW
b. Boath ouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number
(2) Length (s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance. from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, (fi coring p"ti nl tc.) N/A
(1) _ Commercial -Community __L Private
(2) Number 20
(3) Length 25'
(4) Width 12" diameter
g. Other (Give complete description)
Applicant or
eture V 4 `ma c e -
-f l a,) ?,

PROJECT TITLE:
GREGORY POOLE POWER SYSTEMS
BEAUFORT,NC
CARTERET COUNTY
DRAWING TITLE:
MAJOR CAMA PERMIT APPLICATION
SITE LOCATION MAP
DATE: J"J'?/ W O
SCALE:
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MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WQ Supervisor: Rick Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Gregory Poole Power Systems, INC
Project Number 00 0865
Recvd From APP
Received Date 6/28/00 Recvd By Region
Project Type maintenance & docking facilities
County Carteret
County2
Region Wilmington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
CAMA O Y O -NF-F-21-24 SA t ,Qw 30,503. F- r? ?-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y Q N Recommendation: Q Issue pQ Issue/fond O Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This office conducted a site visit on 8/15/00, The wetland pocket noted by CAMA was observed.
This area is a part of an old fill site- Due to the previous fill this low area is a low quality wetland.
This office has no objection to the eject as imposed but would like to see a consercation
easement or deed restriction on remaining wetlands on the lot,
cc: Regional Office
Central Office Page Number 1
Facility Name Gregory Poole Power Systems, INC County Carteret
Project Number 00 0865 Regional Contact: J. Steenhuis
Date: 8/21/2000
Comments (continued from page 1):
cc: Regional Office Page Number 2
Central Office