SW8060112_Historical File_20060320

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 20, 2006
Mr. Takeru Kamiyama, President
Hobby World Development, Inc
120 Industrial Avenue
Little Ferry, NJ 076T3
Subject: Stormwater Permit No. SW8 060112
Lot 10 Jarrett Bay - True World Marine
High Density Project
Carteret County
Dear Mr. Kamiyama:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Lot 10 Jarrett Bay - True World Marine on March 13, 2006. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 060112 dated March 20, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until March -20, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh; NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Robert Gordon, or me at [phone].
Sincgrdly,
Edv�iai�+�eck
Regional Supervisor
Surface Water Protection Section
ENB/rdg: S:1WQSISTORMWA-RPERMIT1060112.mar06
cc: Shane Lippard, PE, Right Angle Engineering
Katrina Marshall, Carteret County Building inspections
Division of Coastal Management
Robert Gordon
Wilmington Regional Office
Central Files
' rthCarolina
NNaturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: www.ncwaterqualitv.om
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060112
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Takeru Kamiyama & Hobby World Development, Inc.
Lot 10 Jarrett Bay - True World Marine
Lot 10 Jarrett Bay (Whitewater SID), 1401 Sensation Weigh - Carteret County
FOR THE
construction, operation and maintenance of an infiltration/filter system in compliance
with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 20, 2016, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 159,400 square
feet of impervious area. This pond must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The master permit for the subdivision
(Stormwater Permit # SW8980926�allocates lot 10 3.7 acres of built -upon area.
This project proposes 3.68 acres. here is no allocation for future development
in this permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2of7

State Stormwater Management Systems
Permit No. SW8 060112
6. This system is an alternative design. The storage volume must maintain the
required 2 ft of separation from the SHWT. A sand layer exists under the
storage volume that will extend through the dam/embankment. This sand layer
will act as a horizontal filter for the runoff from Lot 10 Jarrett Bay - True World
Marine. Any sand filter discharge will sheet flow through 120 — 210 ft of
upland/wetland area prior to disharge to surface waters. The following design
criteria have been provided in the infiltration basin/filter and must be maintained
at design condition:
a. Drainage Area, acres: 5.4
Onsite, ft2: 5.4
Offsite, ftZ: 0
b. Total Impervious Surfaces, ft2: 159,400 (to system)
1,100 (boat ramp — will bypass)
C. Design Storm, inches: 1.5
d. Basin Depth, feet: 1.5
e. Bottom Elevation, FMSL : 4.5
f. Bottom Surface Area, ft : 13,052
g. Bypass Weir Elevation, FMSy 6.0
h. Permitted Storage Volume, ft : 21,601
(above sand layer)
i. Type of Soil (below storage volume): Clean Sand
(NCDOT grade 2S or coarser; less than 3% passing #200 sieve)
j. Thickness of Sand Layer, inches: 18
(must extend through dam embankment)
k. Length of Sand Layer, feet: 300
I. Seasonal High Water Table, FMSL: 2.5
M. Time to Down, days: 5
(storage volume & sand layer)
n. Receiving Stream/River Basin: Intracoastal WW / White Oak
o. Stream Index Number: WOK02 21-24
P. Classification of Water Body: "SA;HQW"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During. construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060112
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more -of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060112
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership .or mailing address
changes within 30 days.
Permit issued this th 20th day of March, 2006.
NORT AROLIN ,ENVIRONMENTAL MANAGEMENT COMMISSION
for AlanKlimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060112
Lot 10 Jarrett Bay - True World Marine
Stormwater Permit No. SW8 060112
Carteret County
Designer's Certiricaiion
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for . (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060112
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
E3 d
3,13� 04 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 theforporation, individual, etc. who owns the project):
Hobby World Development 71�.,c T -+
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Takeru Kamiyama, President
3. Mailing address for person listed in item 2 above:
120 Industrial Ave
City: Little Ferry State: NJ
Telephone Number: 201 - 440-6100
Zip: 07643
4. Project Name (subdivision, facility or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Lot 10 Jarrett Bay - True World Marine
Location of Project (street address):
1401 Sensation Weigh - Lot 10 Jarret Bay Industrial Park
City: Beaufort County: Carteret
6. Directions to project (from nearest major intersection):
Left on Steel Tank Road SR1162 off of Hwy 101. Left on Sensation Weigh. At end of cul-de-sac
7. Latitude: 34.80597
Longitude: 76.68429
8. Contact person who can answer questions about the project:
of project
Name: Shane Lippard, Right Angle Eng. Telephone Number: 251 - 8544
II. PERMIT INFORMATION
1. Specify whether project is (check one) M New
Form SWU-101 Page 1 of 4
F7 Renewal n Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW8 980926 Mod. and its issue date (if known)
3. Specify the type of project (check one):
Flow Density ®High Density ❑Redevelop ❑General Permit ❑Other
4. Additional Project Requirements (check applicable blanks):
®CAiV1A Major ®Sedimentation/Erosion Control 0404/401 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.
Impervious areas will be collected by piping system to on site wet detention basin. Basin will treat to 90% TSS
before outlet to existing wetlands adjacent to ICWW
2. Stormwater runoff from this project drains to the ICWW, White Oak River Basin.
3. Total Project Area: 11.3 acres 4. Project Built Upon Area: 33 %.
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 area in the
project, attach an additional sheet with the information for each are provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
ICWW, White Oak
Receiving Stream Class
SA
Drainage Area
5.4 AC
Existing Impervious * Area
0
Proposed Impervious * Area
3.68 AC
% Impervious * Area total
Impervious * Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
72,320 SF
On -site Streets
23,700 SF
On -site Parkin
1v
On -site Sidewalks
5700 SF
Other on -site
Off -site
_
Total:
Total: 1.69s99-8F t
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel area, etc. j
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? No off site into the project.
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 managementpermit
number 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 160,500 square feet of any lot shall be covered by structures or impervious matertalx
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 crossing.
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 SW-107
Form SWU-108
Form SWIJ-109
Wet Detention Basin Supplement
Low Density 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 3WU-141 Version 3.99 Page 3 of 4

VL SUBN[ITTAL REQUIItEMENTS
Only complete application packages will be acepted and reviewed by the Division 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.
Initials
• Original and one copy of the Stormwater Management Permit Application Form 05L
• One copy of the applicable Supplement Forms(s) for each BMP tz sL
• Permit application processing fee of P rPr IJSL
• Detailed narrative description of stormwater treatment/management 1_XL
• Two copies of plans and specifications, including: WS(r
-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 elevation, finished floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a now on plans that none exist
-Existing drainage (including off site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VIL AGENT AUTHORUTION
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): Shane Lippard, PE - Right Angle Engineering
Mailing Address: 212 Princess Street
City: Wilmington State: NC
Phone: [phone]
VHL APPLICANT'S CERTIFICATION
Fax: [phone]
Zip: 28401
I, (print or type name ofperson listed in Generallnformatim; item 2) Mr. Takeru Kamiyama
Certify that the information included on this permit application 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 •xith the requirements of 15 A
NCAC 2H.1000.
Signature: / Date: S
Form SWU-lol Version 3.99 Page 4 of 4

Mar 28 06 09:26a Rae Pc 19102512208 P.6
State Stormwater Management Systems
Permit No. SW8.060112 r
d (�
Lot 10 Jarrett Bay - True World Marine
Stormwater Permit No. SW8 060112
Carteret County
�l
Designer's Certification
I, 6IP59_ ti t , as a duly registered 7k4fV55 EN ,46*1.in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for -, 2 r. (-bV4D MACO6 I.bt.1 (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations
�� fro1m- approved plans and specification:
c
SignatureA,.-JI.cc-'
- V(I
Registration Numbbf
Date 1-25,03
Page 6 of 7
��`t�1lkE�EJEE[EEfgd
o, frs Ian
a
L
tJ2►07 ?;

Mar 29 06 09:26a Rae Pc 19102512208 p.7
State Stormwater Management Systems
Permit No. SW8 050112
Certification Requirements;
A1. The drainage area to the system contains approximately the permitted
acreage.
�2. The drainage area to the system contains no more than the permitted
amount of built upon
area -All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4) A- 4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
��► 6. The outlet structure is located per the approved plans.
/ ) 7. Trash rack is provided on the outlet/bypass structure.
.0
8. All slopes are grassed with permanent vegetation.
9. . Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
j� 13. All required design depths are provided.
J 14. All required parts of the system are provided.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7

A1GHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
March 13, 2006
Mr. Robert Gordon
Environmental Engineer II
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: Hobby World Development — SW8 060112
Lot 10, Jarrett Bay Industrial Park
Mr. Gordon,
RECFIVED
MAR 1 3 2006
BY:
Enclosed are revised site plans with drainage area shown depicting areas directed to the
infiltration basin. Also included is the revised application supplement and narrative with
impervious amounts clarified.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Sincerely
e Lippard, P.
Project Enginee
Right Angle Engineering

DESIGN NARRATIVE FOR TRUE WORLD MARINE DEVELOPMENT
AT LOT 10, JARRETT BAY INDUSTRIAL PARK
CARTERET CO., N.C.
March, 2006
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
8.0 MAINTENANCE PLAN
APPENDIX ,
PROJECT AREA TOTALS
BUILT UPON AREA CALCULATIONS
STORM WATER CALCULATIONS
FIGURES
CONSTRUCTION PLANS - C1 TO C4
DETAIL SHEET - D1 AND D2
True World Marine, Lot 10 Jarrett Bay
March, 2006
PE 00917
4s
MAR 13 2006
BY:

1. Project Description: Jarrett Bay Commons is a proposed development on Lot
10 of the Jarrett Bay Industrial Park located north of Beaufort, NC in Carteret County.
The site is located at the end of Sensation Weigh Road in the industrial park and is
bounded on the West by the Intracoastal Waterway (Core Creek). The land disturbing
activity associated with the project will consist of clearing and grubbing of vegetation,
grading and paving of the entrance road, water line installation, sewer collection line
installation, and sediment and erosion control measures such as a silt fence, gravel
construction entrance, and water quality swales.
Proposed buildings for the site include one pre-engineered metal frame structure with
concrete slab -on -grade floors. Building is proposed to be 72,320 square feet in plan.
It is proposed to permit and construct one community pier for this project with one long
ten space floating dock.
The project area for this site is 11.3 acres of which 6.8 acres will be the disturbed limit
and the total impervious proposed for the project is 3.68 acres. The project has been
designed as a high density development to adhere to the original storm water permit for
the Industrial Park (SW8980926). An infiltration basin is proposed on the site to treat the
1.5" runoff required for downstream SA waters.
2. Site Description: The project site is in Carteret County; NC; located directly on
the Intracoastal Waterway classified as SA surface waters. The property on which the
development will take place is currently owned by True World Marine, LLC.
On site soils were investigated by QORE Property Sciences and found to .be topsoil
approximately 6" thick and consists of dark brown sand, organic matter, and roots over
natural soils that are typical of Coastal Plain sediments of clay and sand strata to 30 foot
depths. Groundwater at the time of exploration was found to be 0.5 to 6.0 feet below
ground surface.
Existing wetlands have been delineated fc
approved jurisdictional determination by the
approved by CAMA.
the entire industrial park subdivision and
USACE. Coastal vegetation has also been
New construction onsite will consist of paved roads with swale and fill sections, paved
parking lots, utility pipe installations, water quality swales, and bio-retention areas
interior to the parking lots.
Land use in the vicinity is industrial.
3. Adlacent Property: The areas adjacent to the project site are industrial. Most
have been developed.
4. Drainaae Considerations: The project is proposed as high density with total
impervious to be below the 3.7 permitted by SW8980926 developed for the entire
industrial park. The impervious areas will drain to an infiltration basin for treatment. A
by-pass pipe and emergency spillway will discharge amounts above the 1.5° runoff
storage to the Intracoastal Waterway.
True World Marine, Lot 10 Jarrett Bay
March, 2006

The infiltration basin is an alternative design in that the front bank facing the ICWW will
act as a horizontal filter due to natural impermeable soils below the basin. A 1.5 foot
depth sand bed will be placed below the bottom of the basin that will receive the storm
water through the bottom and then infiltrate through the bank to the adjacent 404
wetlands. Hydraulic design was conducted by Ben Lackey, Geotechnical Engineer and
is attached with this permit application.
The 1.5" runoff volume required to be stored is 19,403 cubic feet. The basin is designed
to store 21,601 cubic feet with a storage depth of 1.5 feet. The hydraulic design was
based on infiltration capacity of 42,000 cubic feet drawn down in 5 days. This provides
approximately double the infiltration capacity needed for storage.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction entrance
should be installed where Brookhaven Road enters the site. For dimensions and
specifications, see construction details.
2. Land Grading
The existing slope of the site is from south to north toward Sturgeon and Brunswick
River. Roadways to be sloped to follow with natural grades.
3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.
4. Water Quality Swale with Check Dam
Water quality swales with 5 to 1 side slopes are located where road runoff drains
off the road to marsh. The swale will be at least 100 feet long prior to a coastal
wetland area. At tha end of the swale will be a temporary rock check dam to
prevent sediment erosion during construction.
5. Catch Basin Inlet Protection
Interior catch basins will be utilized in the bio-retention areas and during
construction will be protected by filter stone and fabric around the top of the inlet.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before clearing and grading of the site, install silt fencing and clean and replace as
necessary.
5. Build rock check dams and water quality swales.
6. Begin clearing and grading of the site.
True World Marine, Lot 10 Jarrett Bay
March, 2006

7. Fill site as needed to accomplish finish grades.
8. Install storm piping.
9. Install sewer and waterlines and pave new roadway.
10. All erosion and sediment control practices will be inspected bi-weekly and after each
rainfall event. Needed repairs will be made immediately.
11. After the entire covered area is stabilized, install level spreaders outlets into virgin
material keeping check dams upstream. After completed, all temporary measures
will be removed and permanent vegetative repairs to be completed.
7. Vegetation Plan:
1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 "-2" deep grooves perpendicular to the slope.
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be exposed without grass coverage for more than 15
days. If grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 lb/acre.
8. Maintenance Plan:
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Contractor shall complete the inspection reports required by the approved Storm
Water Permit and have logs available on site.
True World Marine, Lot 10 Jarrett Bay
March, 2006

4. Any deficiencies shall be brought to the immediate attention of the Engineer and
Owner.
Seed Types and Application Rate / Schedule
Temporary Seeding
Grass Type
Amount / 1000 SF
Time of Seeding
Initial
Rye Grain
1-2 Ibs
Nov. — Jan.
25 Ibs 10-10-10
Brown Top Mullet
1-2 Ibs
June — Aua.
25 Ibs 10-10-10
Permanent Seeding
Grass Type
Amount
Time of
Initial
Fertilization /
Fertilization /
Fertilization /
/1000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
maintenance
maintenance
Burmuda,
1-2 Ibs
Apr. —
25 Ibs
March -April
Each 4-8
Aug. -Sept.
Common
June
10-10-10
12lbs
Weeks
12lbs
10-10-10
1-2 Ibs N.
10-10-10
Fescue, Tall
5-7 Ibs
Sept. —
25 Ibs
Feb -March
May & Dec.
Sept. -Oct.
(,-Kentucky
Oct.
10-10-10
12 Ibs
% to 1 lb. n.
12 Ibs
31)
Feb. —
10-10-10
10-10-10
Oct.
Bermuda
March —
25 Ibs
March -April
Each 4-8
Aug. Sept.
Sod
Apr.
10-10-10
12lbs
Weeks
12lbs
10-10-10
1-2 Ibs N.
10-10-10
END OF PLAN
True World Marine, Lot 10 Jarrett Bay
March, 2006

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IMPERVIOUS AREA TOTALS
Total Property Area
11.3 acres
Project Area
11.3 acres
(Phase 1 Development - Lots roads and disturbed area)
Project Built Upon Area
32%
(Impervious Area in Proposed Development divided by Total Project Area)
Drainage Area to Basin
5.4 acres
(Onsite and Offsite Drainage)
Proposed Impervious Area
159400 sf
(All onsite Impervious)
Onsite buildings
0
Main manuf. Building
72320
Parking areas (1100 sf off end of travel lift does not go to basin)
57680
Sidewalks
5700
Roads
23700
Future Imp. Set aside for Development
0
Total Impervious (Road + Lot Impervious)
159400 sf
3.66 AC

Ben D. Lackey Jr., P. E., Geotechnical Engineer
6250 TEAL STREET • WILMINGTON, NORTH CAROLINA 28403 • [phone] (C)
Retention Pond Hydraulic Conductivity Analysis
True World Marine at Jarrett Bay, Lot 10
Carteret County, North Carolina
December 20, 2005
Right Angie Engineering, P.C., requested a hydraulic conductivity analysis to
determine the recommended drainage and filter characteristics of the proposed
retention pond for the True World Marine development at Jarrett Bay.
The parameters are to be used to analyze the storm water run off and in the design of
the storm water retention structure.
The project site consists predominately of clayey soils. The proposed
construction is to be a new retention pond to serve the new shopping development.
The proposed retention pond has dimensions of 300 feet by 70 feet, with the long
dimension running parallel to the Intracoastal Waterway. The depth of the retention
pond will be approximately 2 feet. The insitu material below the retention pond and
the filter material below the dike along the Waterway will be removed and replace with
free draining material such that the retention pond will be completely drained in
approximately 5 days. This will allow for the sediment contained in the storm drainage
water to settle out in the retention pond and the water to be filtered by the sand drain
prior to being infiltrated into the Waterway.
The hydraulic conductivity values of the free draining sand filter materials are
based on recommendations used in standard engineering practice and field
experience with similar projects. An analysis was performed to determine the type of
sand filter material to be used in the retention pond and the rate at which the water will
drain through the sand filter. The analysis also includes an analysis of the sand filter
on the bottom of -the retention ,pond to assure that once sediments are deposited on
the bottom of the retention pond from the storm drainage water, that the reduced
hydraulic conductivity of the filter material will be adequate to drain the retention pond.
Ire...,
�v¢�
mc`A

The retention pond analysis results show that the free draining material used as
the filter should consist of clean sand with less that 3% passing the #200 sieve. If a
manufactured filter material is used, NC DOT gradation 2S or coarser is acceptable.
A free draining filter of 1.5 feet in thickness below the dike is required to drain the
retention pond in approximately 5 days. A 2-foot thick layer of gravel filter material will
be used along the Wate ..gay slope to prevent the sand filter from piping out. The
slope of this gravel filter shall be 1V:3H. The gravel filter material shall have a grain
size of 1/8 of an inch to 1-1/2 inches.
Following these recommendations will assure that the retention pond meets the
design criteria as stated above.
This analysis is based site conditions and design layout provided by Right
Angle Engineering, P.C. Any changes to siting or layout could possibly affect the
design parameters. All changes as mentioned above should be brought to our
attention so that review of this analysis can be made. The information from this
analysis is presented for design use for the appropriate personnel. This report will be
updated and reissued in light of any design changes or as a result of new
investigations.
'•'���CA' Ben D. Lackey Jr., E.
•••' N R
p4Es�� .�li '•,�, Geotechnical Engineer
'� •9 NC Registration No. 11292
=j= �t
112
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Temporary Sediment Erosion Control
True World Marine Site - Lot 10 Jarrett Bay Ind. Park
Calculate Volume Required for Storage
V= 1800 cf/ac
A = 11.3
V= 20340 CF of storage required
Calculate Surface Area Required for Erosion Control
Qpeak = 30.0 cfs
SA = (0.01) * Qpeak
SA = 13068 SF of trap area for efficiency
Use 1 traps (detention pond) = 13068 SF per trap
20340 CF per trap volume
Assume depth to provide storage = 4 FT
Pond to be 70 FT wide
Trap Storage Length = 187 FT of excavated storage
Actual Used= 300
Trap Volume Provided = 42000 CF -- more than required

Outlet Protection Sizing
Q (flowrate) Depth (ft) Do (in) La (ft) W (ft) 3*Do (ft)
Outlet Protection - Into 31.00 1 24 15 17.00 6.0
Detention Pond
Outlet Protection - Out 31.00 1 24 15 17.00 6.0
of Detention Pond
3*Do
t
W=Do+La
1

True World Marine
Lot 10 Jarrett Bay
Alternative Design of Infiltration Basin
Filter through basin bank to wetlands
Infiltration design by Ben. Lackey, Geotechnical Engineer
Basin Parameters
Drainage Area to basin = 5.40 acres
Impervious Area to basin= 3.66 acres
Percent Impervious = 67.8%
Minimum Required Volume (Scheeler Method, see calculations):
Rv = 0.05 + 0.009 (67.77) = 0.6599
Downstream Surface Water Class: SA Required Runoff Depth =
Req. Storage Volume = (1.5'712") * 0.6599
Storage volume required =
19403
CF
Surface area at top of basin=
15749
SF
Surface area at bottom of basin=
13052
SF
Proposed basin depth=
1.5
FT
Proposed basin volume=
21601
CF
By Hydraulic Design Report
Filter volume capacity = 42000 CF
dispersed in 5 days
P�EC 1.7T—,�D
MAR 1 3 2006
BY:
1.5 inch
5.40 * 43560 =
145132 Gal
19403 ft3

AIL�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
March 1, 2006
MEMORANDUM:
TO: Linda Lewis
Noel Lutheran U�
Division of Water Quality%�� BUJ
FROM: Doug Huggett
Major Permits Processing Coordinator 2G '
SUBJECT: CAMA/DREDGE & FILL Permit Application Review i
Applicant: Hobby World Development, Inc.
Project Location: Carteret County: Adj. to ICW to the south of Core Creek Marine off Hwy 101,
Beaufort, NC.
Proposed Project: The applicant proposes a 75,000 sq.' industrial facility with parking, a travel lift
with bulkhead abutment, and a 10-slip dock with boatlifts.
Please indicate below your agency's position or viewpoint on the proposed prof ect and return this form by
March 22, 2006. If you have any questions regarding the proposed project, please contact Mark Hardeman
at [phone]. When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
__._ _ This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached. Al2R2( & i 5-54 e :5W f f
This agency objects to the project for reasons described in the attached comments.
SIGNED e DATE �-
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

1
Development Type
FEE
DCM °%
f 14300 1601 435100093 1625 6 25 3
DWQ
24300 1602 435100095 2341
1. Private, non-commercial
ITiolopment that does not involve
$250
IOU% ($250)
0% ($0)
the filling or excavation of any
wetlands or. open water areas:
11. Public or commercial development
V.
that does not involve the Riling or
$400
100% (5400)
0% (;0)
excavation of any wetlands or open
water areas:
IIL ' For development that involves the
fitilny andlor excavation of up to 1
acre of wetlands and/or open water
areas. determine if A. B. C, or D
below applies:
III(A). For Private, non-commercial
development, If General water Quality
$250
100% ($250)
0% ($0)
Certification No.3301 (see attached)
rail be applied:
I0(8): For public or commercial
1
development, If General water Quality
$400
100% ($400)
O% (SO)
Certification No.3301 (see attached)
ran be applied:
III(C). If General Water Quality
Certification No.-3301 (see attached)
could be applied, but DCM staff
determined that additional review and
$400
60% ($240)
40% ($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic its:
III(D). If General Water Quality
Certification No. 3301 (see attached)
$400
60% ($240)
40% ($160)
can not be applied:
IV. For development that involves
the filling and/or excavation of more
$475
60% ($285)
40% ($190)
than one acre of wetlands and/or
open water areas:

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Hobby World Development, Inc.
2. LOCATION OF PROJECT SITE: Take Hwy 101 East across the Core Creek Bridge, take a right on Steel Tank
Road, take a left into Jarrett Bay Industrial Park, stay to the left and go to the back of the park until you are adjacent
to the ICW. The site is to the south of Core Creek Marine.
Photo Index 2000: photo: 582 grid: N-17, 0.17 1995: photo: 558 grid: 0.5, 0-6
State Plane Coordinates - X: 2695406 Y: 391456 Rover.# L0207116A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site. Visit 2-7-2006
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received — Complete January 25, 2006
Office — Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County
Land Classification From LUP — Developed/Conservation
(B) AEC(s) Involved: Coastal Wetlands, Estuarine Shoreline, Estuarine Waters, and Public Trust Waters
(C) Water Dependent: Yes .
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing --Town of Beaufort Sewer
Planned -None.
(F) Type of Structures: Existing - None (but within the Jarrett Bay Industrial Park)
Planned - Docking Facility, Parking, Travel Lift
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
gw,&nFn FILLED INCORPORATED
(A) Vegetated Wetlands
1752sf
(B) High Ground
500sf
6.8. acres (2000sf
in the 75'.AEC
(C) Open Water
4628sf
8550sf
(D) Total Area Disturbed: 7.04 acres
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: Conditionally Approved Closed
8. PROJECT SUMMARY: A 75,000sf industrial facility with parking, a travel liftwith bulkhead abutment, and a 10 —
slip dock with boatlifts is proposed.

Field .Investigation Report
Hobby World Development, Inc.
February 27, 2006
Page 2 of 3
9. NARRATIVE DESCRIPTION:
Project Setting
To reach the project site take Hwy 101 East towards Beaufort in Carteret County, and cross the Core Creek
Bridge. After approximately 1 mile, take a right on Steel Tank Rd. and go'/ mile. The entrance to the Jarrett Bay
Industrial Park is on the left. Stay to the left and follow the road until it dead ends at Core Creek Marine, adjacent to the
Atlantic Intracoastal.Waterway.(ICW). The site is the lot immediately south of Core Creek Marine (Lot 10).
The size of the entire tract is 11.3 acres and is included in the Jarrett Bay Industrial Park. The lot is currently
undeveloped. The applicant states that the site is 2' — 6' above MHW and was confirmed by our topographic maps.
The vegetation on high ground is immature pines and undergrowth. There is a healthy fringe of S% artina alterniflora
and some Section 404 Wetlands along the ICW. The Section 404 Wetlands have been delineated for the entire
industrial park and approved by the USACE. There is approximately 650' of shoreline on the tract adjacent to the ICW.
The property to the south is undeveloped, with the property to the north being Core Creek Marine (a boat repair facility
that currently has no waterfront development). Two lots north of Core Creek Marine are the Jarrett- Bay. Boatworks
docking facility and travel lift basin. The water depths range from -0' at the shoreline to -14' in the federal channel. All
proposed structures would maintain -at the minimum 80' setback from the ICW federal channel.. The soils on site range
from topsoil to sand and clay.
The waters of the ICW at this site are classified as SA by the DWQ. The DMF does not classify these waters
as a PNA. The Shellfish Sanitation Section classifies the waters as Conditionally Approved Closed for shellfishing
purposes. The Jarrett Bay Industrial Park is classified as Developed by the Carteret County .LU.P, with all AEC's
classified as. Conservation. The park is serviced by the Town of Beaufort sewage system and the Carteret County
North River water system.
Project Description
Applicant proposes to construct a 75,000sf steel building that would serve as a manufacturing facility for 28'to
32' boats. A travel lift over wetlands and into open water is said to be needed for the launching and retrieval of these
boats. The 10 —slip docking facility would be used. to store completed boats for sales and'sea trials. Grading for
parking would complete the development of the site at this stage. .
High ground development would consist of a 75,OOOsf steel 'building, grading for an entrance road, and two
parking areas totaling 64 parking spaces. Fill material would be necessary to raise the building pad to +7' above MHW.
A total of 6.5 acres of high ground would be filled.. A total of 3.68 acres would be made impervious (includes roof drip
line; concrete pad, asphalt road areas and parking lots): A 65' x 240' bio-retention pond is proposed on the northeast
section of the lot. The remaining areas are to be grassed.
Float launching and retrieval would be accomplished by constructing a travel lift over coastal wetlands and -into
the ICW. An 88' bulkheaded abutment would be at the landward end of the structure, and would be backfilled with
sand and gravel. This area would also be used to wash down boats, with the runoff retained and percolated into :the
gravel. The travel lift would run on two parallel piers, one pier 4' wide, the other 7' in width to also serve as a walkway.
The piers would be 171' in length and extend 110' into the ICW from the edge of the coastal wetlands.

Field Investigation Report
Hobby World Development, Inc.
February 27, 2006
Page 3 of 3
The fixed timber access dock is proposed to be 10' x 193' and extend from the waterward edge of the marsh 20'
into the ICW. It would have an aluminum gangway attached to the waterward end of the fixed dock that would access
the floating dock system. Applicant states that 10' width is necessary to accommodate golf carts with tools, batteries,
etc, to the floating dock system and the new boats. This fixed dock would cross approximately 120' of wetlands.
The floating docks are for the mooring of up to 10 boats. There would be 429' of 10' wide floating docks in the
system.. The main dock running parallel to the shoreline would be. 10' x 300'. There would be a floating access (10' x
39') attached by the gangway from the fixed dock, and a 10' x 20' access next to the travel lift dock. A 10' x 70' dock
perpendicular to the main dock would be used to access the 6 proposed boatlifts, three on each side. Each lift is pile
supported with 15' x 18' dimensions. These lifts would be used to store new boats out of the current. The remaining
four slips would be parallel to the main dock. No outer tie pilings are proposed.
10. ANTICIPATED IMPACTS:
The disturbed high ground area on the tract would be 6.8 acres. The total of impervious surface is 3.63 acres or
32.6% of the lot. Impervious area within the AEC is 2000sf at the bulkhead abutment of the travel lift or approximately
5% of the AEC.. The travel lift docks and fixed access dock would shade 1752sf of wetlands. The remainder of the
travel lift docks and.the floating dock system would shade 4,628sf of open water area. The fixed timber. dock would.
shade 500sf of high ground. The floating docks would be secured by pilings in the interior -of the docks. The docking.
system would incorporate 8550sf of open water area. Some turbidity could be expected during construction but should
be short in duration. No wetlands would. be filled during construction.
Mark Hardeman — Morehead City Office — February 27, 2006

SSE
COA5TAL SCIENCE & ENGINEERING
PO BOX 1643 MOREHEAD CITY NC 28557 • TEL [phone] • FAX [phone] • EMAIL [e-mail]
October 27, 2005
Mr. Charles Jones, Director
N.C. Division of Coastal Management
400 Commerce Avenue
Morehead City, North Carolina 28557
3 zoos
MUMNAO 01ty DCM
Phone [phone]
Fax [phone]
Re: Major CAMA Permit Application
True World Marine Lot 10, Jarrett Bay Marine Industrial Park
Carteret County
Dear Mr. Jones:
Please find the Major CAMA Permit application documents for the referenced project. Included with the
application is a check for $400.00.
Your review of these documents for completeness at your earliest convenience is greatly appreciated.
Please call me if you have any questions or need additional information.
Sincerely,
COASTAL SCIENCE & ENGINEERING
Senior Engineer
Enclosures
CC: Greg Walker, Walker Engineering and Construction
Hobby World Development, Inc.

If►0( Mud
Morehead C
Major CAMA Permit Application
True World Marine, Phase 2
Lot 10,- Jarrett Bay Marine Industrial- Park
Carteret County
September 16, 2005
proposed by:
Hobby World Development, Inc.
120 Industrial Ave.
Little Ferry, New Jersey 07643
prepared for:
North Carolina Department of Environment &
Natural Resources
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
prepared by:
COASTAL SCIENCE & ENGINEERING
P. O. Box 1643
Morehead City, North Carolina 28557

TRUE WORLD MARINE, PHASE 2
LOT 10, JARRETT BAY MARINE INDUSTRIAL PARK
MAJOR CAMA PERMIT APPLICATION
Contents
Application Documents
DCM MP - 1 Application
DCM MP = 3 Upland Development
DCM MP - 4 Structures
DCM MP - 6 Marina Development
Narrative Description of Project
Introduction
Project Description
Existing Conditions
Purpose and Need for the Project
Marina Alternatives
Stormwater Management
Methods of Construction
Project Schedule
Compliance with the N. C. Environmental Policy Act
Adjacent property Owners
Application Drawings
Sheet 1 of 7 Vicinity Map
Sheet 2 of 7 Site Plan
Sheet 3 of 7 Travelift, Floating Dock
Sheet 4 of 7 Boat Lift, Fixed Timber Dock
Sheet 6 of 7 Bulkhead Abutment
Sheet 6 of 7 Profiles
Deed, Proof of Ownership
Copies of Letters to Adjacent Property Owners
Authorized Agent Letter
Certified Mail Receipts (Green Cards)
p
OCT g 12005
Morehead City E)CM

Form DCM-MP-1
rd ���✓'
0 12005
APPLICATION Moretwad Cis
y DCM
b. City, town, community or landmark
1. APPLICANT Jarrett Bay Marine Industrial Park, Beaufort, NC
a. Landowner:
Name: Hobby World Development,' Inc.
Address: 120 Industrial Ave.
City: Little Ferry .. State: NJ
Zip: 07643 Day Phone [phone]
Fax: [phone]
b. Authorized Agent
Name: James W. Forman, Jr., P.E.
Coastal Science& En 'nig_eerina
Address: P.O. Box 1643
City: Morehead City State: NC
Zip: 28557 Day Phone [phone]
Fax: [phone]
c. Project Name (if any) True World Marine,
Phase 2
2. LOCATION OF PROPOSED
PROJECT
a. County: Carteret
c. Street address or secondary road number
1401 Sensation Weigh
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) AIWW. Core Creek
3. DESCRIPTION AND PLANNED USE OF
PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities). 75,000 s.f.
industrial facility, parking, stormwater management,
1,930 s f of fixed timber access dock, 4,200 s.f of
floating docks moored with steel or concrete wide
piles pile supported travelift pier with bulkhead
abutment.
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? Private
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. Project is facility for manufacture
of boats Marine facilities are for launchiniz, testing
and display of completed boat products.

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 11.3 acres
b. Size of individual lot(s) 11.3 acres
c. Approximate elevation of tract above MHW or
NWL 2 to 10 ft. NAVD
d: Soil types(s) and texture(s) of tract topsoils
over a sandy clay sub strata
e. Vegetation on tract partially forested with
immature pines and undergrowth
f. Man-made features now on tract none
g. What is CAMA Land Use Plan land
classification of the site?
Conservation Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
I-W Industrial Wholesale by Carteret County
i. Is the proposed project consistent with the
applicable zoning? X Yes No
j. Has a professional archeological assessment
been done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Register
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) Yes Other No
If yes, has a delineation been conducted?
(attach documentation, if available) Yes
OCT 00
Morehead
m. Describe existing wastewater treatment ac it g—
Town of Beaufort system serving Jarrett Bay
Marine Industrial Park
n. Describe the location and type of discharges to
waters of the state. (For example, surface runoff,
sanitary wastewater, industrial /commercial
effluent, "wash down", and residential
discharges). Surface runoff from unim roved
areas.
o. Describe the existing drinking water supply
source. Carteret County North River water
system serving Jarrett Bay Marine Industrial
Park
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 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 a
scale in black ink on an 81/2" by 11" white
paper. (refer to Coastal Resources Commission
Rule 710203 for a detailed description).
Please note that original drawings are preferred
and only high quality copies will be accepted.
Blue lime prints or other large 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 Slat requirements and
must be sufficiently detailed to guide agency
personnel unfamiliar with the area to the site.
Include highway or secondary road (SR)
numbers, landmarks, and the like.

A Stormwater Certification, if one is
necessary.
A list of names and complete addresses of the
adjacent waterfront (riparian) landowners and
the signed return receipts as proof that such
owners have received a copy of the application
and plats by certified mail. Such landowners
must be advised that they have 30 days in
which to submit comments on the proposed
project to the Division of Coastal Management.
Upon signing this form, the applicant further
certifies that -such notice has been provided.
Name James Flynt
Address 175 Heron Point Rd., Beaufort, NC 28516
Phone [phone]
Name Richard McGough
Address 362 Tyler Dr, Clearbrook, VA 22624
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.
None
• A signed AEC hazard notice for projects in
oceanfront or inlet areas.
• 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 Statement of compliance with the N. C.
Environmental Policy Act (N.C.G.S.113A-1
to 10). If the project involves the expenditures
of public funds or use of public lands, attach a
statement documenting compliance with the
North Carolina Environmental Policy Act.
6. CERTIFICATION AND PE
ENTER ON LAND A/ffirn
I understand that any permit issued in r�,ose
t 9W
this application will allow only the development
described in the application. The project will be
subject to conditions and restrictions contained in
the permit.
I certify that to the best of my knowledge, the
proposed activity complies with the State of North
Carolina's approved Coastal Management Program
and will be conducted in a manner consistent with
such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and
federal review agencies to enter on the
aforementioned lands in connection with evaluating
information related to this permit application and
follow up monitoring of the project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the -d.7 day of . , 20 45
Print Name
C
Signature /6.1, 2 (, 14 as /.h a
Landowner o Authorized Agent
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
X DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _Commercial _Community _Private
(2) Number 2 -floating 1 fixed
(3) Length 359'
70' 193'
(4) Width 10'
10' 10,
(5) Finger Piers
X_Yes No
(i) Number
4
(ii) Length_
18'
(iii) Width_
6'
(6) Platform(s)
Yes X No
(i) Number
00
(iii)
Length
Width
(7) Number of slips proposed 10
(8) Proximity of structure to adjacent riparian
property lines 40' to north, 262' to south
(9) Width of water body 553'+/-
(10) Water depth at waterward end of pier at
MLW or NWL 9.9 ft MLW
b. Boathouse (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 NEW, NWL, or
wetlands
(3) Maximum distance beyond MHW, NWL, or
wetlands
OCT 3 2005
e. Mooring buoys N/A Morehead CI-- ' SIP
(1) _ Commercial _Community Private
(2) Number
(3) Description of Buoy
(Color, inscription, size, anchor, etc.
(4) Width of water body
(5) Distance buoy(s) to be placed beyond shoreline
f. Mooring structure (boatlift, mooring pilings, etc. N/A
(1) Commercial
(2) 'Number
(3) Length
(4) Width
Community Private
g. Other (Give complete description) Travelift pier and
bulkhead abutment, 2 pier segments, one 6' wide, one
3 feet wide, both 17l' long
Hobbv World Development. Inc.
Applicant or Project Name
/ � v
signatule /
Date

Form DCM-MP-3
Off! 3 1 2005
UPLAND
DEVELOPMENT
(Construction and/or 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 75,000 s-fmanufacturing
building
b. Number of lots or parcels.
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including, roads, ditches, etc. 6.8 acres
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted Will be submitted with
CAMA Permit application
f. List the materials (such as marl, paver stone, asphalt,
or concrete) to be used for the paved surfaces.
Asphalt and gravel
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 services, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 5 percent
Morehead City DCM
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
Yes X No If yes, date submitted Will be
submitted with CAM& Permit application
i. Describe proposed method of sewage disposal.
Public Town of Beaufort system serving Jarrett Bay
Marine Industrial Park.
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 wash down water at travelift pier area
1. Describe proposed drinking water supply source (e.g.
well, community, public system, etc. Carteret
County North River watersystem
m. Will water be impounded? X Yes No
If yes, how many acrei less than one acre for
stormwater detention
n. If the project is a oceanfront development, when was
the lot(s) platted and recorded?N/A
Hobby World Development, Inc.
Applicant or Project Name
i'/*1 C.
Date
d-7�

TRUE WORLD MARINE, PHASE 2
CL
O C T 31 2005
LOT 10, JARRETT BAY MARINE INDUSTRIAL PARKMorehead
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA �(;
PROJECT NARRATIVE
October 27, 2005
INTRODUCTION
Hobby World Development, Inc. proposes to construct the second phase of their boat
manufacturing facility on Lot 10 at Jarrett Bay Marine Industrial Park. The proposed
improvements include a 75,000 square foot manufacturing facility building and waterfront
improvements for testing, launching and displaying new boat products. The proposed
waterfront improvements will include a travelift pier, a timber access dock and floating dock to
accommodate up to 10 boats.
The. project is located in Carteret County on Lot 10 of the Jarrett Bay Marine Industrial Park on
the waters of the Core Creek segment of the Atlantic Intracoastal Waterway.
PROJECT DESCRIPTION
The project consists of the following elements:
• Manufacturing Facility — the proposed building for the site includes one pre-
engineered metal frame structure with concrete slab -on -grade floors. Building is
proposed to be 75,000 square feet in plan. Construction activities will include
clearing and grubbing of vegetation, grading and paving of the entrance road, water
line installation, sewer collection line installation, sediment and erosion control
measures and stormwater management measures. Fill material will be required to
raise the finished floor elevation of the building to above the Base Flood Elevation of
7 feet NAVD.
True World Marine, Phase 2 October 27, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 1 of 5
Major CAMA Permit Application Narrative

Travelift facility • Boat launching and retrieval will be accomplished by a travelift
facility consisting of two parallel piers, one 7 feet wide, one 4 feeMM Ofty DC
feet long. The length of the structures.is established to avoid the need for dredging
and to obtain depths of 4 feet at mean low water over a 40 foot length of pier. The
landward end of the structure, the abutment, will be bulkheaded. Height of the
bulkhead is 2 to 3 feet at the highest point on the section facing Core Creek. Total
bulkhead length is 88 feet including the water facing section 41 feet long and two
shore tie sections, 28 and 18 feet long each. The bulkhead will be backfilled with
medium sand with an 8 inch thick gravel travel surface. The bulkhead and backfill
material will not be in 404 or coastal wetlands. The facility will be used to launch
boats manufactured at the facility. It will not be a public boat yard facility. Potable
water will be available -at the landing of the travelift for washing down boats removed
from the water. The landing area will have a gravel pavement. Runoff from the
wash down water will be retained and percolate into the gravel pavement at the
landing.
• Floating docks — Floating docks are provided for up to 10 boats. Six of the dOCKS will
be equipped with boat lifts mounted on timber piles. The boat docks will be for
display and storage of completed boats. The facility will not be used as a public or
private marina facility where slips are leased or sold for long term use. Floating
docks will be 10 feet wide and consist of 4832 s.f. of dock surface. Power and
potable water utilities will be provided to the floating docks.
• Access Pier— A timber access pier will provide access to the floating docks from the
land. The dock will be pile supported, constructed of timber treated with CCA and
will be 10 feet wide and 193 feet long. An articulated gangway will connect the fixed
dock to the floating dock. The dock width of 10 feet is required to safely
accommodate golf cart type carriers and pedestrian users at the same time.
True World Marine, Phase 2 October 27, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 2 of 5
Major CAMA Permit Application — Narrative

EXISTING CONDITIONS
Jr
0�
The site is previously undeveloped. Uplands consist of juvenile pine forest w'iilti9 bty DQ4
wetlands along the shoreline margin. Elevations on the uplands range from 3 to 6 feet NAVD.
On site soils were investigated by QORE Property Sciences and found to be topsoil
approximately 6" thick consisting of dark brown sand, organic matter, and roots over natural
soils that are typical of Coastal Plain sediments of clay and sand strata to 30 foot depths.
Groundwater at the time of exploration was found to be 0.5 to 6.0 feet below ground surface.
The project is located on the Core Creek Segment of the Atlantic Intracoastal Waterway.
Waters of Core Creek are classified as $A. Bottom elevations in the project area are from 0.0
to -12 feet, NAVD. Proposed structures are located outside the 80 foot setback from the
AIWW channel line (see sheet 2).
Existing wetlands have been delineated for the entire industrial park subdivision and approved
jurisdictional determination by the USACE. The waterward edge of the coastal wetlands is
shown on Sheet 2.
PURPOSE AND NEED FOR THE PROJECT
The facility will provide a manufacturing facility for 28 and 32 foot boats. The travelift facilities
will provide launching and retrieval capabilities for completed boats. Dock facilities will provide
storage of completed boats for sales and for availability for sea trials by potential buyers.
MARINA ALTERNATIVES
Alternatives to the proposed marina construction were considered.
A. Upland Marina Basin
True World Marine, Phase 2 October 27, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 3 of 5
Major CAMA Permit Application — Narrative

r,
C�� y
The size and number of slips in the proposed marina do not justify the expense and 2005
environmental degradation associated with an upland basin. Dredging of an acc!W9EQ1@9d tY
through coastal and 404 wetlands would be required for construction of an upland basin. There
would also be the recurring costs and land requirement for disposal associated with
maintenance dredging.
B. Dry Storage Marina
In order to obtain access to deep water for launching and retrieval activities associated with dry
storage, dredging of an access channel through 404 and coastal wetlands would be required.
Maintenance dredging would be required on a frequent basis requiring land to be set aside for
disposal in addition to the recurring costs associated with maintenance dredging. The small
number of slips required and the potential environmental degradation associated with the dry
storage option makes it not feasible.
C. Construction of 10 Slip Floating Dock Facilities
Installation of a timber access dock and floating docks to accommodate 10 boats 28 to 32 feet
long is the selected option. The water depths of 9 to 11 feet in the location of the floating docks
will not require dredging as part of the project. Boat lifts will elevate boats so that boat wakes
and storm waves will not impact boats stored in the marina.
STORMWATER MANAGEMENT
The total area disturbed for this project is 6.8 acres and the total impervious area proposed for
the project is 3.63 acres. The project has been designed as a high density development to
adhere to the original storm water permit for the Industrial Park (SW8980926) with impervious
surface totals meeting the requirements of the permit. Stormwater management measures will
consist of bio-retention areas interior to the parking lots and grassed swales.
True World Marine, Phase 2 October 27, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 4 of 5
Major CAMA Permit Application Narrative

METHODS OF CONSTRUCTION �`7 2005r.
M®rehpp
Construction methods will be using conventional site work methods for clearing, grub6i�i � � �
earthwork. Conventional marine construction methods will be used for travelift pier, bulkhead
and timber dock construction. Floating docks will be assembled at an upland location and
floating. in place. Guide piles will be driven using docks as a template.
PROJECT SCHEDULE
Express permitting is being utilized for permitting erosion control, stormwater management and
the Major CAMA permitting. It is anticipated that construction will begin as soon as permitting is
completed and require approximately 6 to 9 months to complete.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The work ,proposed as part of this application is private development, does not involve
expenditure of public funds, does not include any new dredging and consist of docks for 10 slips
or less. Review of the project under the State Environmental Policy Act (SEPA) is not required.
ADJACENT RIPARIAN PROPERTY OWNERS
Lot 9 James Flynt
175 Heron Point Rd.
Beaufort, NC 28516
252-728-6843
Lot 11B Richard McGough
362 Tyler Dr.
Clearbrook, VA 22624
540-667-9520
True World Marine, Phase 2 October 27, 2005
Lot-10, Jarrett Bay Marine Industrial Park Page 5 of 5
Major CAMA Permit Application — Narrative

North Carolina ,oD
So
Paoli lL°
ry
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0 C T 3 1 2005
DIRECTIOI4FK0OPPlV Y'�YIN B A FORT
Take N.C. Hwy 101 North. Turn left on Steel Tank
Road (S.R.1162) and left on Sensation Weigh at
Jarrett Bay Marine Industrial Park. Go to end of
Sensation Weigh to cul-de-sac. Lot 10 is on left of
cul-de-sac.
PROJECT flTLe PREPARED FOR: DRAWING 717LE. � AS SHOWN a�rx
TRUE WORLD MARINE HOBBY WORLD DEVELOPMENT, INC °A seTEaBER 15, 2M5
PHASE 2 1401 SENSATION WEIGH VICINITY MAP WANIM BMF 0 !
CARTERET COUNTY BEAUFORT, NC 28516 PRWECTx
2199 �.e

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FLOATING
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18.0'
115.0' RIPARIAN
SETBACK
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171.0' -
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NIF RICHARD MCGOUGH
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TRAVEL LIFT
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— TRAVELLIFTAREA
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CASE
COASTAL SCIENCE & ENGINEERING
PO BOX 1643 MOREHEAD CITY NC 28557 • TEL [phone] • FAX [phone] • EMAIL [e-mail]
September 27, 2005
N.C. Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
• Phone [phone]
Fax [phone]
Re: Authorized Agent Agreement
True World Marine, Lot 10, Jarrett Bay. Marine Industrial Park
Beaufort County
To Whom it May Concern:
zvV
c�s
CL
.Nina ..
This is to inform you that James W. (Bill) Forman, Jr., P.E..and Coastal Science & Engineering is the
Authorized Agent for the referenced project. Mr. Forman is authorized to act on behalf of the applicant
on matters related to the CAMA Major Permit and related federal permits.
Please call me if you have any questions or need additional information.
Sincerely,
Mr. akeru� i a� t
Ho by Wor Development, Inc.

c5c
COASTAL SCIENCE & ENGINERPIN
PO BOX 1643 MOREHEAD CITY NC 28557 • TEL [phone] • FAX [phone] • EMAIL cse®coosr ence.com t; ;, =•
September 1.6, 2005 �s
WYiM
James Flynt
175 Heron Point Rd.
M„y
Beaufort, NC 28516j
Re: True World Marine, Phase 2, Lot 10, Jarrett Bay Marine Industrial Park
Carteret County, North Carolina'
To Whom It May Concern:
In accordance with the requirements of the Division of Coastal Management.CAMA Major Permit
Application, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman, Jr., P.E. of
Coastal Science and Engineering in Morehead City at (252)-222-0976. .
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management,* 127 Cardinal Drive Extension, Wilmington, North Carolina 28405.
Thank -you for your assistance on this matter.
Sincerely,
COASTAL SCIENCE & ENGINEERING
P' W. Forman, Jr., P.
Senior Engineer
Enclosures
cc: Hobby World Development, Inc.
Division of Coastal Management, Wilmington Regional Office

CSC
COASTAL SCIENCE & ENGINEERING
PO BOX 1643 MOREHEAD CITY NC 28557 • TEL [phone] • FAX [phone] • EMAIL [e-mail]
September 16, 2005
V S
Richard McGough
n
oeF
co it
--ar
362 Tyler Dr.
CL
y'i
era
Clearbrook, VA 22624•
u
a
ry �
o '
Re: True World Marine, Phase 2, Lot 10, Jarrett Bay Marine Industrial Park
Carteret County, North Carolina
To Whom It May Concern:
In. accordance with the requirements of the Division of Coastal Management CAMA Major Permit
Application, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
If you have questions concerning the proposed project, please contact Mr. J.W. (Bill) Forman, Jr., P.E. of
Coastal Science and Engineering in Morehead City at (252)-222-0976.
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management, 127 Cardinal Drive Extension, Wilmington, North Carolina 28405.
Thank -you for your assistance on this matter.
Sincerely,
COASTAL SCIENCE & ENGINEERING
J. W. Forman, Jr., P.E.
Senior Engineer
Enclosures
cc: Hobby World Development, Inc.
Division of Coastal Management, Wilmington Regional Office

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Re: Lot 10 Jarrett Bay
Subject: Re: Lot 10 Jarrett Bay
From: "shane lippard" <[e-mail]>
Date: Wed, 1 Mar 2006 09:02:40 -0500
To: "Robert Gordon" <[e-mail]>
OK. Will get to it. Probably get it back to you first of next week.
Shane
----- Original Message ----- From: "Robert Gordon" <Robert. Gordon@ncmail. net>
To: "shane iippard'! <raepcsl@bell south.net>
Sent: Wednesday, March 01, 2006 8:14 AM
Subject: Lot 10 Jarrett Bay
Shane,
There are still just a few issues with Lot 10 Jarrett Bay SW application.
1. The change in drainage area makes the calculation incorrect. It
should not change the required volume much, but I still need the
update. If your required v me does change, please update the
supplement and narrative well.
2. Also on your narrativ lease change the building area. You
indicated it was incorrect, but I never got the update.
3. Check your inverts and weir wall elevations on the bypass detail,
they appear incorrect. Also (and I did not catch this on previous
reviews - sorry) the bypass box is collecting runoff. According
to your detail, -25W of the runoff collected in that box may drop
into the bypass side of the box. That is not really an
insignificant amount. Is there any way to make it a double box;
collecting in one and bypas ng in the other?
4. There is a discrepancy wit the filter. Contours show the
beginning of the filte at elevation 7.0 (just of the edge of the
parking lot). The det it shows the beginning (outlet of the pipe)
at elevation 3.5. Plea make the two consistent. Make sure the
filter is at least 501 and no more than 5% slope.
Sorry to have to keep dragging this out. Give me a call if you have any
questions. This is the only correspondence I was planning to send, so please
email me back when you get a chance to let me know you received it. Thanks!
Rob Gordon
Express Stormwater Permitting
[phone]
1 of 1 3/20/2006 10:20 AM

'I
IGHTANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
February 17, 2006
Mr. Robert Gordon
Environmental Engineer II
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: Hobby World Development — SW8 060112
Lot 10, Jarrett Bay Industrial Park
Mr. Gordon,
Enclosed are revised site plan sheets C1 and C3 with drainage area shown depicting areas
directed to the infiltration basin. Also included is the revised application with drainage area
clarified.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Sincerel 4e:�
P
E.
Project Engineer
Right Angle Engineering

Re,: Lot 0.Jarrett Bay
Subject: Re: Lot 10 Jarrett Bay
From: Robert Gordon <[e-mail]>
Date: Fri, 17 Feb 2006 16:02:23 -0500
To: share lippard <[e-mail]>
1 - Great
2 - OK, but not all BUA drains to the system (boat ramp). You can include that on
the "pervious" column you mentioned in our last email - water dependent structures
and incidental BUA is allowed to bypass. I would, however, mention it in the
narrative.
3 - That's what I figured
4 - Thanks
5 - I will leave it with the secretary up front
shane lippard wrote:
Rob,
Repsonses to your numbered comments:
1. DA will be shown on sheets delivered to you on Monday
2. The DA to the pond is only the impervious - 3.69 AC and the little areas of
pervious around the buildings, about 4.5 AC total. Disturbed area for the
project is approximately 7 AC. Total uplands on the site is the 8.5 AC number
and then the actual property boundary is the 11.3 AC. Lots of different
numbers. The app form will be revised to reflect numbers appropriately.
3. The building is actually 72,320, narrative incorrect.
4. Forebay deleted and pipes revised.
5. The Havelock address is temporary residence for them there. I will change
the supplement accordingly. Can you leave it up front for me.
Thanks for the continued efforts,
Shane
----- Original Message ----- From: "Robert Gordon" <Robert. Gordon@ncmail. net>
To: "shane lippard" <raepcsl@bell south.net>
Sent: Thursday, February 16, 2006 4:24 PM
Subject: Lot 10 Jarrett Bay
Shane,
Just a few additional comments on Lot 10 Jarrett Bay.
1. Please submit a drainage area map for the project. (One copy of a
highlighted site plan showing the DA will be fine).
2. The DA listed on the application is not consistent with the
calculations (11.3 vs 8.5). Also why is there two DA columns
filled out? Only one is necessary because there is only one
receiving stream.
3. The narrative indicates the building will be 75,000 sf, the
application lists 72,320. Please clarify.
4. The forebay elevation of 4.0 is not a volume issue - there is
plenty of volume, it is a treatment issue. The regs require 2 ft
of separation from the SHWT. This sand filter design (- while I
think it is a great design) is challenging that requirement
enough. I really cannot permit any standing water within 2ft of
the SHWT.
5. There appears to be a discrepancy the address of Hobby World
Development. Page 1 of the application shows the address in NJ
(which is the principal address listed by the Sec of State for
this company), the supplement lists a different address in
Havelock (not listed with the Sec of State). The 2 acceptable
addresses for Hobby World are the NJ address and 1145 Sensation
Weigh (the new registered NC address). Please use a consistent
1 of 2 2/28/2006 3:49 PM

Rea. Lot 10 jarrett Bay
address (the phone #Is are also different). The supplement
address is on a signature page - so if you need to come pick it up
to avoid having to get another signature, let me know. I am going
to assume the NJ address is OK for the Lot 7A plan.
I am not planning to send any further correspondence. So if you get a
moment, please respond to this email so I'll know you received it. Give me a
call if you have any questions. Thanks!
Rob Gordon
Express Stormwater Permitting
[phone]
2 of 2 2/28/2006 3:49 PM

Re: Lot J0 Jarrett Bay
I.
Subject: Re: Lot 10 Jarrett Bay
From: Robert Gordon <[e-mail]>
Date: Fri, 17 Feb 2006 12:40:15 -0500
To: shane lippard <[e-mail]>
Yes, if the DA<Project Area, then some reviewers will require a second column to
clearly show there is no uncaptured impervious area. But if I remember, you had
impervious area labeled in both columns though. So if you're going to do that,
make sure there is no impervious listed in the column accounting for the remainder
of the project area.
Rob
shane lippard wrote:
Rob,
Working on comments and had a question. When we did lot 7a before, Paul asked
me to do one column of the app form for the drain area going only to the
treatment device and other column for the entire project which more or less
reflects the amount of pervious areas that dont drain to the treatment device.
How do you want this one? Of course all of the imp. goes to the basin and other
areas of pervious dont go there.
Shane
----- Original Message ----- From: "Robert Gordon" <[e-mail]>
To: 11shane lippard" <raepcsl@bell south.net>
Sent: Thursday, February 16, 2006 4:24 PM
Subject: Lot 10 Jarrett Bay
Shane,
Just a few additional comments Lot 10 Jarrett Bay.
1. Please submit a draina area map for the project. (One copy of a
highlighted site pla showing the DA will be fine).
2. The DA listed on the app ication is not consistent with the
calculations (11.3 v 8 Also why is there two DA columns
filled out? Only on essary because there is only one
receiving stream.
3. The narrative indicates the building will be 75,000 sf, the
application lists 72,320. Please clarify.
4. The forebay elevation of 4.0 is not a volume issue - there is
plenty of volume, it is a treatment issue. The regs require 2 ft
of separation from the SHWT. This sand filter design (- while I
think it is a great design) is challenging that requirement
enough. I really cannot permit any standing water within 2ft of
the SHWT.
5. There appears to be a discrepancy the address of Hobby World
Development. Page 1 of the application shows the address in NJ
(which is the principal address listed by the Sec of State for
this company), the supplement lists a different address in
Havelock (not listed with the Sec of State). The 2 acceptable
addresses for Hobby World are the NJ address and 1145 Sensation
Weigh (the new registered NC address). Please use a consistent
address (the phone #Is are also different). The supplement
address is on a signature page - so if you need to come pick it up
to avoid having to get another signature, let me know. I am going
to assume the NJ address is OK for the Lot 7A plan.
I am not planning to send any further correspondence. So if you get a
moment, please respond to this email so I'll know you received it. Give me a
call if you have any questions. Thanks!
1 of 2 2/28/2006 3:49 PM

Re: Lot 10 Jarrett Bay
Rob Gordon
Express Stormwater Permitting
[phone]
2 of 2 2/28/2006 3:49 PM

Re: Lot 10 Jarrett Bay
Subject: Re: Lot 10 Jarrett Bay
From: "shane lippard" <[e-mail]>
Date: Thu, 16 Feb 2006 16:57:09 -0500
To: "Robert Gordon" <[e-mail]>
i can probably get all this done tomorrow. As you probably figured, was trying to
keep that inlet pipe elevation as low as possible for the lengthy pipe runs. I
will get it fixed, somehow.
Shane
----- Original Message ----- From: "Robert Gordon" <[e-mail]>
To: "shane lippard" <[e-mail]>
Sent: Thursday, February 16, 2006 4:24 PM
Subject: Lot 10 Jarrett Bay
Shane,
Just a few additional comments on Lot 10 Jarrett Bay.
1. Please submit a drainage area map for the project. (One copy of a
highlighted site plan showing the DA will be fine).
2. The DA listed on the application is not consistent with the
calculations (11.3 vs 8.5). Also why is there two DA columns
filled out? Only one is necessary because there is only one
receiving stream.
3. The narrative indicates the building will be 75,000 sf, the
application lists 72,320. Please clarify.
4. The forebay elevation of 4.0 is not a volume issue - there is
plenty of volume, it is a treatment issue. The regs require 2 ft
of separation from the SHWT. This sand filter design (- while I
think it is a great design) is challenging that requirement
enough. I really cannot permit any standing water within 2ft of
the SHWT.
5. There appears to be a discrepancy the address of Hobby World
Development. Page 1 of the application shows the address in NJ
(which is the principal address listed by the Sec of State for
this company), the supplement lists a different address in
Havelock (not listed with the Sec of State). The 2 acceptable
addresses for Hobby World are the NJ address and 1145 Sensation
Weigh (the new registered NC address). Please use a consistent
address (the phone #'s are also different). The supplement
address is on a signature page - so if you need to come pick it up
to avoid having to get another signature, let me know. I am going
to assume the NJ address is OK for the Lot 7A plan.
I am not planning to send any further correspondence. So if you get a moment,
please respond to this email so I'll know you received it. Give me a call if
you have any questions. Thanks!
Rob Gordon
Express Stormwater Permitting
[phone]
1 of 1 7/21 /2006 11:10 AM

IGHT ANGLE
ENGINEERING, PC
212 Princess Street Wilmington, NC 28401 Tel. [phone] Fax [phone]
February 7, 2006
Mr. Robert Gordon �—
Environmental Engineer II EF E9 0 7 2006NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: Hobby World Development— SW8 060112
Lot 10, Jarrett Bay Industrial Park
Mr. Gordon,
In response to your comments dated January 27, 2006 we are providing revised plans,
application, narrative, and calculations. Specific responses to your comments are below in the
order of your letter.
1. Page 1 of the application revised. Hobby World Development has provided change of
ownership form directly for the Lot 7 project.
2. Narrative corrected and provided herein.
3. Note added to revised plans provided herein.
4. Spot elevations added and contours modified for the travel lift area.
5. Flow arrows and elevations revised to match designed flow patterns.
6. Dimensions added to the project boundary.
7. Dimensions added to all BUA.
8. The small area "forebay" at the inlet to the infiltration basin is not figured in the over-all
volume of the basin. The total basin volume is 21601 CF and the required runoff volume
is 20,382 CF. The small forebay is 1100 CF of volume that is not considered in the
overall storage volume of the basin.
9. Side slopes added to the basin cross section.
10. Basin cross section modified for sand layer.
11. Flow spreader modified with more detail.
12. Elevation added to vegetated filter.
13. Infiltration supplement provided with original signature and notary.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Sincerely'
ane Lippar , P.E.
Project Engineer
Right Angle Engineering

* COMMUNICATION RESULT REPORT ( JAN.27.2006 1i:11AM )
P. 1
FILE MODE OPTION
412 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
9-2512208 1---OK
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: January 27, 2006 No. of Pagea:
To: Shane Lippard, PE From: Robert Gordon .
Company: Right Angle Engineering FAX res# s Permitting
er i ting section
1•A #e 21,22 8 Phone # 910- 96-/ 303
DIN@ Stormwater Project Number:060112
Project Name: Lot 10 Jarrett Bay — True World Marine
MESSAGE:
Attached is the request for additional information for Lot 10 ,Jarrett Bay. The
original will be mailed to the applicant and a cagy will also be mailed to you.
Please call ii you have any questions. Thanksl
WIRO
PAGE
P. 5/5

FAX COVER SHEET
Date: January 27, 2006 No. of Pages: 5
To: Shane Lippard, PE From: Robert Gordon
Express permitting section
Company: Right Angle Engineering FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number:060112
Project Name: Lot 10 Jarrett Bay — True World Marine
MESSAGE:
Attached is the request for additional information for Lot 10 Jarrett Bay. The
original will be mailed to the applicant and a copy will also be mailed to you.
Please call if you have any questions. Thanks!

OF WO�AT��QG Michael F. Easley, Governor
William G. Ross, Jr., Secretary
vu.a7 North Carolina Department of Environment and Natural Resources
y
Alan W. Klimek, P.E. Director
` :.....; Division of Water CJuality
January 27, 2006
Mr. Takeru Kamiyama, President
True World Marine
120 Industrial Avenue
Little Perry, NJ 07643
Subject: Request for Additional Information
Stormwater Project No. SW8 060112
Lot 10 Jarrett Bay - True World Marine
Carteret County
Dear Mr. Kamiyama:
The Wilmington Regional Office received a Stormwater Management Permit Application for Lot
10 Jarrett Bay - True World Marine on January 13, 2006. A preliminary review of that
information has determined that the application -is -not -complete: - The following --information is
needed to continue the stormwater review:
1. Please note that the company name "True World Marine" is not registered with the
Secretary of States office in North Carolina. It is listed as an alternate name, but only
Hobby World Development is registered. Please reapply with a company name that is
registered with the Secretary of States Office. Note this will also affect the permit
previously issued to True World Marine on lot 7A. Please complete the attached
ownership change request form and that permit will be corrected as well (no fee). Only
the attached form (& signature) will be required to correct the permit, none of the other
info listed on page 2 of the form will be required (because it is not a true ownership
change —just a correction of the a;Z:
name).
2. There appears to be incorrect draia and impervious area figures on the
narrative. Please correct.
3. Please add a note that all roof dr*4s will be directed to the permitted infiltration system.
4. Please add a few more spot elevati ps show drainage patterns more clearly near the
boat ramp. As much as possible of s area should be captures in the permitted
infiltration system.
5. The flow arrows shown on th str et (north of the grass &CB #2) are not consistent with
the spot elevations.
6. Please dimension the p . ct bound °ry.
7. Please dimension all BUA, in I ing the building and gravel areas. Please also make
sure the road cross-section dimension ends to the back of the curb.
8. The bottom of the basin is listed a supplement and cross-section as 4.5, but there
is a 4' contour near the Northern i t. The SHWT for this site is 2.5; no portion of the
storage volume can be within 2 of e SHWT. Please address this issue.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Nne
orthCarolina
Natura!!,ff

Lot 10 Jarrett Bay — True World Marine
January 27, 2006
Stormwater Permit # SW8 060112
9. Please specify side slopes on tW6as in cross-section.
10. . On the right side of the basin c ss-section (sheet D2), the sand layer appears to be
sloping from left to right (ir
vertical boundary. atural soils). This is not really constructible. Consider a
11. Please be more specific as to what the flow der mechanism is on the vegetated
filter detail.
12. Please add a spot elevation to thZdofevegetated filter.
13. The applicant must complete the signature page of the infiltration supplement (including
an original signature.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to February 7, 2006, or the
application will be returned as -incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
yz,4
Robert D. Gordon
Environmental Engineer II
ENB/RDG: S:IWQSISTORMWATERIADDINF0120051060112jan27
cc: Shane Lippard, PE, Right Angle Engineering
Robert D. Gordon

Re: True World Marine
Subject: Re: True World Marine
From: "shane lippard" <[e-mail]>
Date: Thu, 26 Jan 2006 15:42:36 -0500
To: "Robert Gordon" <[e-mail]>
That date is good. I just talked to Cameron about it as well. Will get the plans
and apps over there tomorrow.
Thanks,
Shane
----- Original Message ----- From: "Robert Gordon" <[e-mail]>
To: "shane lippard" <[e-mail]>
Sent: Thursday, January 26, 2006 2:28 PM
Subject: Re: True World Marine
I have had that project down for review on 2/1 (with Linda) for some time. There
must have been a miscommunication with Cameron. I hope that date is still OK,
if you cant make it, let me know and we will reschedule.
Rob
shane lippard wrote:
Great. That is a load off of my mind. Has been weighing on me.
Thanks for all the effort.
On a separate subject, when will you all be able to review North Topsail
Beach. Cameron had called and was supposed to get back to me.
Shane
----- Original Message ----- From: "Robert Gordon" <[e-mail]>
To: "shane lippard" <[e-mail]>
Sent: Thursday, January 26, 2006 8:13 AM
Subject: True World Marine
Shane,
After much discussion at our meeting yesterday, the group decided that
conceptually the Lot 10 Jarrett Bay projected is permittable under the
alternative design criteria. I do have a few comments and will forward
those to you later this morning. Thanks!
Rob Gordon
1 of 1 7/21/2006 11:09 AM

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Jan 17 06 11:22a Rae Pc 1910251220E
81/14/2006 13:16 201-440-4440 HWD
Hobby World Development Inc:
120 Industrial Ave
Little Ferry NJ 07643
Phone: [phone] Fax:(201)440 - 4440
To: Shane Iippard Fax:
Attn : From:
No -of Total Pages (Include- Cover Sheet) : 4
TWM Lot 10 Jarrett Bay
P.
PAGE 01
.;=.a ra uy xa s
CU
910-251-2208
Takeru Kamiyama
:�.\,O Qc-
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1/14/2006 1:08 PM

Jan 17 OG 11:22a Rae Pc 19102512208 P.2
61/24/2005 13:16 201-440-4440 HWD PAGE 03
III. REQUERF-D ITEMS CHECKLIST
The following checklist outlines design requirements per the Suw nwater Best Management Practices Manual
(NC Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H.1009-
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attaeb justification ff a regairauent boa not been met.
Applicants Initials
a. System is Iocated 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 Awt above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon
e. System is not sited on or in fill material or DWQ approval has been obtained_
f. System is located in a recorded drainage easement for the purposes of operation and
Maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
L System captures and infiltrates the runoff fiom the first 1.0 inch of rainfall (1.5 inch event
for areas draining to SA waters). Design volume and infiltration calculation attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k All side slopes stabilized with vegetated cover are no steeper than 3:1 (M V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swalc or
sediment trap provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n. vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA Waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is proved
p. A benchmark is provided to determine the sediment accumulation in the pretreatment
device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. SyskA is dasigrned to draw down the design storage volume to the proposed bottom
Alevaticm under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations arc attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99
Page 2 of 3
l '*- day of Y-wA" , 2�&2 , and acknowledge the due execution of the forgoing infiltration
basin maintenance requirements. Witness my hand and official seal,
`SEAL — - -- ! r My commission expires: VOJq Mbe X �2 '10 LO
Form SWU-103 Rev'k.99 - -' _ - = Page 3 of 3 FRANCOWAIIALUX�l
_ - 10sba se ErIrlpNOW Ala

212 Princess Street
January 13, 2006
GHT ANGLE
ENGINEERING, PC
Wilmington, NC 28401 Tel. [phone] Fax [phone]
0e 1e,—I -�OL
Mr. Cameron Weaver
One Stop Permitting Coordinator
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, NC 28405 by Fax [phone]
Re: True World Marine
Lot 10, Jarrett Bay Industrial Park
Mr. Weaver,
III-)
I-l- D - A) +
H [) - --5 h & :ma's I, --
Enclosed are design drawings, applications, and calculations for high density development on the
above mentioned site. The project proposes to construct a manufacturing facility building,
parking areas, detention basin, boat travel lift, pier, and boat docks.
We are submitting for fast track permitting for Storm Drainage and Erosion Control.
Enclosed are 2 copies of DWQ applications, 3 copies of LQS applications, and check for $4350.
Please feel free to contact us at any time if there are questions or we could be of any assistance.
Sinc ely
ane ip d, P.E.
Project Engineer
Right Angle Engineering
18 2006

C200536100038
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
SOSID: 0797307
Date Filed: 12/28/200512:00:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200536100038
Pursuant to §5513-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION `CUR RENTLY ON FILE
The name of the entity is: Hobby World Development, Inc.
Entity Type: ❑Corporation, ❑Foreign Corporation, ❑Nonprofit Corporation, ❑Foreign Nonprofit Corporation,
❑Limited Liability Company, []Foreign Limited Liability Company []Limited Partnership, ❑Foreign Limited Partnership,
❑Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: 1100 Lake n Shore Drive
City, State, Zip Code: Morehead Clty, NC 28557
County. Carteret
The mailing address if different from the street address of the registered office currently on file is:
same
The name of the current registered agent is: Patrk:k Joseph Kirkbride
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 1145 Sensation Weigh
City, State, Zip Code: Beaufort, NC 28516
County: Carteret
2. The mailing address tf di erent from the street address of the new registered office is:
(complete this item only tfthe address of the registered office is being changed)
some
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed)
Type or Print Name of New Agent
"Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the day of �� , 20 O
Hobby World Development, Inc.
C�Entity met.
JJ/ gi yle
Signature
e S-a NL0 Y- e.6C 9
Type ur Print Name and Title
Notes: Filing Pee is S5.00. This document mast be filed with the Secretary of State.
Instead ofsigning here, the new registered agent may sign a separate written consent to the appointment, which roust be attached to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

Re: True World Marine SW permit
Subject: Re: True World Marine SW permit
From: "shane lippard" <[e-mail]>
Date: Thu, 15 Dec 2005 14:38:38 -0500
To: "Robert Gordon" <[e-mail]>
Rob,
Tell me again the date of review for lot 10. I seem to not have written it down.
Shane
----- Original Messaae ----- From: "Robert Gordon" <[e-mail]>
To: "shane lippard" <[e-mail]>; <[e-mail]>
Cc: "Cameron Weaver" <Cameron.Weaver®ncmail.net>; "Paul Bartlett"
<[e-mail]>
Sent: Thursday, December 08, 2005 9:01 AM
Subject: True World Marine SW permit
Shane/Greg,
Upon further review of the regulations, I believe we can proceed with your
infiltration proposal under the express program (without having to go through
directors certification). We will be able to permit it under the alternative
design section in the rules provided (in addition to normal infiltration
requirements) a hydrogeological investigation shows that the design storage
volume (11/211) can be drawn down to the seasonal high water table within 5
days. This means that not only the basin but the overexcavated portion below
the basin can be drained within 5 days to the SHWT. Similar to diectors
certification, a narrative will be required with the application describing the
system. Give me a call if you have any questions about what is necessary.
I dont think we discussed it at the meeting yesterday, but the basin will be
required to provide a bypass for flows in excess of the design storm and that
bypass runoff will be required to flow through a 50ft vegetated filter.
The next review date we have is not until January 4. Do you want this review
date? Let me know. Thanks!
Robert Gordon
Express Stormwater Permitting
[phone]
1 of 1 7/21/2006 11:06 AM

Re:.[JPZCW hrrett Bay
Subject: Re: iJNCW/Jarrett Bay
From: "share lippard" <[e-mail]
Date: Thu, 8 Dec 2005 11:20:27 -0500
To: "Robert Gordon" <[e-mail]>
Here is pdf of the drawing and cross section sketch.
Thanks for meeting yesterday and hopefully will get this approved in Raleigh. I appreciate your effort to push this through and help keep us on
schedule.
Shane
----- Original Message ----- From: "Robert Gordon" <Robert.Gordononcmail.net>
To: -Shane lippard° <raepcslQbellsouth.net>
Sent: Wednesday, December 07, 2 005 4:49 PM
Subject: UNCW/Jarrett Bay
( Shane,
I found Vincents site visit for the Wagoner Hall project (he was out when I did the review Monday)- He had written down 50° from elevation
38.0 (or SHWT-33.8). Your drawings indicated a SHWT of 33.0. Not sure what implications this has on your drawings, but please make the
correction.
Also, remember to email me the site plan and sketch so I can send to the folks in Raleigh to discuss Directors certification for the Jarrett
Bay project. Let me know if you have any questions. Thanks
Rob Gordon
Hxpress Stormwater Permitting
[phone]
ki, - b -
Jab Number
- E GINEERING. P.C.
Sutt(mct�_ Checked By
Dow
_.._..�.--
5TV •.Ic r
1 of 2 12/9/2005 4:42 PM

Re: UNCW/5alrett Bay
Content -Type: application/pdfj
Cl.pdf
Content -Encoding: base64
_ _.
basinsection.jpg Content Type: image/jpeg
Content -Encoding: base64
2 of 2 12/9/2005 4:42 PM

Re: Lot 10 Jarrett BAy
Subject: Re: Lot 10 Jarrett BAy
From: Robert Gordon <[e-mail]>
Date: Thu, 20 Oct 2005 08:38:03 -0400
To: shane lippard <[e-mail]>
We were discussing the site without looking at a site plan, so there is the
possibility we were talking about different areas. He said the area on the small
ridge next to the waterway (which appears to be where is pond is located) has a
SHWT that was 3011, but the clay content was prohibitive for infiltration. He even
took a sample and showed me because he said he had never seen clay like that in
Carteret County (& he has been doing this 30yrs). He said all other areas on site
had a shallow WT, but I do not think he took many borings up near the front of the
site. I think he expects to have to go back out there at some point, so I would
nail down a few alternate locations for an infiltration gallery and reschedule him.
Rob
shane lippard wrote:
Robert,
Here is the PDF of plan sheet c3 which has the existing contours as well. There
has been a geo report on the site and I will review it as well and bring friday
at our meeting. Were the soils totally clay that create an impermeable layer?
I thought most of what was out there was a Tomotly soil type that was less
clayey, at least thats what appears on the soils maps.
Thanks,
Shane
----- Original Message ----- From: "Robert Gordon" <[e-mail]>
To: "shane lippard" <[e-mail]>
Sent: Wednesday, October 19, 2005 8:11 AM
Subject: Re: Lot 10 Jarrett BAy
Shane,
Could you send a pdf of the site plan for lot 10. Vincent did concur about
the 30" water table, but said he found clayey soils that were nor really
suitable for infiltration. I wanted to make sure of exactly where he took
the borings. Thanks
Rob
shane lippard wrote:
Rob, Paul,
I just got word from the site that Vince Lewis has been there and
seasonal high water table is approximately 30" deep around the site. Thats
pretty good news!
Can we get together for a few minutes before I modify the stormwater
treatment design?
Except for thursday morning, I can be rather flexible.
Thanks,
Shane
1 of 1 7/21/2006 11:05 AM

INFILTRATION SITE VISIT REQUEST
Name of the Project: j f J e, \P�orkL tA"'. v,- Lod' (u J afrct� &41
Location (attach a clear vicinity map
Street address, SR number, con-jiunity,
1401
Directions from the nearest major intersection: 40 -1 1 p 1 Wesi -Ia
ff11
C')k-AjL - sac- C.-A- 44,E �
Owner/Applicant Name: -Tr j k VJ OAA 60.-) a.n,
Consultant Name: IR',c- C Ae c\2,
Consultant Contact Information: alo - aS' 1- R S 44 r ^.e- P S 1 (6e i (Soo
Phone, fax, email, etc.
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation : lb /' 9z
Summary/Comments:
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.

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State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
SOSID: 797307
Date Filed: 8/11/2005 3:47:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200522300376
Pursuant to §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the corporation is Hobby World Development, Inc. ; and if the corporate name is
unavailable for se in the State of North Carolina, the name the corporation wishes to use is:
True World Marine MIN .� t1C><itt
777�T
2. The state or country under whose laws the corporation was organized is: New Jersey
3. The date of incorporation was 9111197 -;its period of duration is: perpetual
4. Principal office information: (Select either a orb)
a. Z1 The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street 120 Industrial Avenue
City, State, Zip Code Little Ferry, New Jersey 07643 County Bergen
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The corporation does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 1100 Lake n Shore Drive
City, State, Zip Code Morehead City, NC 28557 CountyCarteret
6. The mailing address, if rlij)`erent from the street address, of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: Patrick Joseph Kirkbride
8. The names, titles, and usual business addresses of the current officers of the corporation are (attach if necessary):
Name Title Business Address
Takeru Kamiyama President 120 Industrial Avenue, Little Ferry, NJ
_Takashi Sugiyama Secretary 120 Industrial Avenue, Little Ferry, NJ
Tkn- Saito JXPasnrar 120 Industrial Avenue, Little Ferry, NJ
9. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other
official having custody of corporate records in the state or country of incorporation. The Certificate oirExisience mast he
an originai and less than six months oiaf:
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form B-09)

08/11/2005 09:03 201-440-4440 HWD PAGE 02
08/11/05 09:48 FAX [phone] ROSE RAND ATTYS 0003
APPLICATION FOR C&RTIFICATE OFAUTHORITY
Page 2
I0. If the corporation is requited to use a fictitious name in order to transact business in this State, a cony of the resolution of its
board of directors, certified by its secretary, adopting the fictitious name is atteched.
11. This application will be effective upon filing, unless a delayed date and/or time is specified;
This is the leday of , 20
Hobby World Development, Inc.
� Naatc of Corporntion
C,\�\��i_ r 1
r [C
4
Type or Pnnt�ie and Tttle
S'.ci1f t7
r
NOTES:
1. Filing fee is S250. This document must be fried with the Secretary of $tact.
CORPORATIONS DIVISION P. O. BOX 29622 :uI.F.IGH, NC 276 c6-G622
tRet'1,edJ--, .y, 2002j

STATE OF NEW JERSEY
DEPARTiviEl"v i OF TREASURY
SHORT FORM STANDING
HOBBY WORLD DEVELOPMENT, INC.
0100715739
With the Previous or Alternate Name
TRUE WORLD MARINE (Alternate Name)
I, the Treasurer of the State of New Jersey, do
hereby certify that the above -named
New Jersey Domestic Profit Corporation was
registered by this office on August 11, 1997.
As of the date of this certificate, said business
continues as an active business in good standing
in the State of New Jersey, and its Annual Reports
are current.
I further certify that the registered agent and
registered office are:
True World Group Inc
Legal Department
120 Industrial Avenue
Little Ferry, NJ 07643 0000
Continued on next page...

&2p 27 05 03:33p Rae Pc 19102512208 p.1
(24 AMA o�41'_
NCDENR I
Q North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone] J
Request for Express Permit Review
ILL -IN all information Velow and CHECK required Permit(s).
FAX or email Cameron.VYeaver(d}ncmaiinet ong with a narrative and vicinity map of the project location.
Projects m f the review date, unless prior arrangements are made.
APPLICANT Name . True World Marine
Company Mr. Takeru Kamiyama
Address 120 Industrial Avenue City/State Little Ferry, NJ Zip 67643 County
Phone [phone] Fax Email
PROJECT Name True World Marine Manufacturina Facility — Lot 10 Jarrett Ba
PROJECT SYSTEM(S) TRIBUTARY TO ICWW-EASTMAN CREEK (STREAM NAME) White Oak RIVER BASIN
ENGINEERICONSULTANT Shane Lippard
Company Right Angle Engineering. P.C.
Address 212 Princess Street City/State Wilmington, NC Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email raepcsl6bbellsouth. net
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
---------------------------- ------ —----- -------------------
® STORMWATER . ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
—---- —------ —--- —--- -----------
® COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ® Structures Information
MANAGEMENT Upland Development Marina Development. ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 6.5 acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes ❑ No isolated Wetlands on Property ❑ yes ❑ No
Check all that aM1 Wetlands Will Be Impacted ❑ Yes ❑ No Wetland impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wIUSACOE []Yes []No I Permit received from USACE ❑Yes []No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

Sep 27 05 03:33p
Rae Pc
1910251220b
INTRODUCTION
TRUE WORLD MARINE, PHASE 2
LOT 10, JARRETT BAY MARINE INDUSTRIAL PARK
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
PROJECT NARRATIVE
September 16, 2005
Hobby World Development, Inc. proposes to construct the second phase of their boat
manufacturing facility on Lot 10 at Jarrett Bay Marine Industrial Park. The proposed
improvements include a 75,000 square foot manufacturing facility building and waterfront
improvements for testing, launching and displaying new boat products. The proposed
waterfront improvements will include a travelift pier, a timber access dock and floating dock to
accommodate up to 10 boats.
The project is located in Carteret County on Lot 10 of the Jarrett Bay Marine Industrial Park on
the waters of the Core Creek segment of the Atlantic ; ntracoastal Waterway.
PROJECT DESCRIPTION
The project consists of the following elements:
• Manufacturing Facility — the proposed building for the site includes one pre-
engineered metal frame structure with concrete slab -on -grade floors. Building is
proposed to be 75,000 square feet in plan. Construction activities will include
clearing and grubbing of vegetation, grading and paving of the entrance road, water
line installation, sewer collection line installation, sediment and erosion control
measures and stormwater management measures. Fill material will be required to
raise the finished floor elevation of the building to above the Base Flood Elevation of
7 feet NAVD.
True World Marine, Phase 2 September 16, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 1 of 5
Major CAMA Permit Application — Narrative

Sep 27 05 03:34p Rae Pc 19102512208 p.3
• Travelift facility — Boat launching and retrieval will be accomplished by a travelift
facility consisting of two parallel piers, one 7 feet wide, one 4 feet wide and both 171
feet long. The length of the structures is established to avoid the need for dredging
and to obtain depths of 4 feet at mean low water over a 40 foot length of pier, The
landward end or the structure, the abutment, gent, will be bulkheaded. Height of the
bulkhead is 2 to 3 feet at the highest point on the section facing Core Creek. Total
bulkhead length is 88 feet including the water facing section 41 feet long and two
shore tie sections, 28 and 18 feet long each. The bulkhead will be backfilled with
medium sand with an 8 inch thick gravel travel surface. The bulkhead and backfill
material will not be in 404 or coastal wetlands. The facility will be used to launch
boats manufactured at the facility. It will not be a public boat yard facility. Potable
water will be available at the landing of the travelift for washing down boats removed
from the water. The landing area will have a gravel pavement. Runoff from the
wash down water will be retained and percolate into the gravel pavement at the
landing.
• Floating docks — Floating docks are provided for up to 10 boats. Six of the docks will
be equipped with boat lifts mounted on timber piles. The boat docks will be for
display and storage of completed boats. The facility will not be used as a public or
private marina facility where slips are leased or sold for long term use. Floating
docks will be 10 feet wide and consist of 4832 s.f. of dock surface. Power and
potable water utilities will be provided to the floating docks.
• Access Pier —A timber access pier will provide access to the floating docks from the
land. The dock will be pile supported, constructed of timber treated with CCA and
will be 10 feet wide and 193 feet long. An articulated gangway will connect the fixed
dock to the floating dock.
EXISTING CONDITIONS
The site is previously undeveloped. Uplands consist of juvenile pine forest with 404 and coastal
wetlands along the shoreline margin. Elevations on the uplands range from 3 to 6 feet NAVD.
True World Marine, Phase 2 September 16, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 2 of 5
Major CAMA Permit Application — Narrative

Sep 27 05 03:34p Rae Pc 1310251220a w+=7t
On site soils were investigated by QORE Property Sciences and found to be topsoil
approximately 6" thick consisting of dark brown sand, organic matter, and roots over natural
soils that are typical of Coastal Plain sediments of clay and sand strata to 30 foot depths.
Groundwater at the time of exploration was found to be 0.5 to 6.0 feet below ground surface.
The project is located on the Core Creek Segment of the Atlantic Intracoastal Waterway.
Waters of Core Creek are classified as SA. Bottom elevations in the project area are from 0.0
to -12 feet, NAVD. Proposed structures are located outside the 80 foot setback from the
AIWW channel line (see sheet 2).
Existing wetlands have been delineated for the entire industrial park subdivision and approved
jurisdictional determination by the USACE. The waterward edge of the coastal wetlands is
shown on Sheet 2.
PURPOSE AND NEED FOR THE PROJECT
The facility will provide a manufacturing facility for 28 and 32 foot boats. The travelift facilities
will provide launching and retrieval capabilities for completed boats. Dock facilities will provide
storage of completed boats for sales and for availability for sea trials by potential buyers.
MARINA ALTERNATIVES
Alternatives to the proposed marina construction were considered.
A. Upland Marina Basin
The size and number of slips in the proposed marina do not justify the expense and
environmental degradation associated with an upland basin. Dredging of an access channel
through coastal and 404 wetlands would be required for construction of an upland basin. There
would also be the recurring costs and land requirement for disposal associated with
maintenance dredging.
True World Marine, Phase 2 September 16, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 3 of 5
Major CAMA Permit Application — Narrative

Sep 27 05 03:34p Rae Pc 19102512208 p.5
B. Dry Storage Marina
In order to obtain access to deep water for launching and retrieval activities associated with dry
storage, dredging of an access channel through 404 and coastal, wetlands would be required.
Maintenance dredging would be required on a frequent basis requiring land to be set aside for
disposal in addition to the recurring costs associated with maintenance dredging. The small
number of slips required and the potential environmental degradation associated with the dry
storage option makes it not feasible.
C. Construction of 10 Slip Floating Dock Facilities
Installation of a timber access dock and floating docks to accommodate 10 boats 28 to 32 feet
long is the selected option. The water depths of 9 to 11 feet in the location of the floating docks
will not require dredging as part of the project. Boat lifts will elevate boats so that boat wakes
and storm waves will not impact boats stored in the marina.
STORMWATER MANAGEMENT
The total area disturbed for this project is 6.8 acres and the total impervious area proposed for
the project is 3.63 acres. The project has been designed as a high density development to
adhere to the original storm water permit for the Industrial Park (SW8980926) with impervious
surface totals meeting the requirements of the permit. Stormwater management measures will
consist of bio-retention areas interior to the parking lots and grassed sweles.
METHODS OF CONSTRUCTION
Construction methods will be using conventional site work methods for clearing, grubbing and
earthwork. Conventional marine construction methods will be used for travelift pier, bulkhead
and timber dock construction. Floating docks will be assembled at an upland location and
floating in place. Guide piles will be driven using docks as a template.
True World Marine, Phase 2 September 16, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 4 of 5
Major CAMA Permit Application — Narrative

Sep 27 05 03:34p Rae Pc 19102512208 p.d
PROJECT SCHEDULE
Express permitting is being utilized for permitting erosion control, stormwater management and
the Major CAMA permitting. It is anticipated that construction will begin as soon as permitting is
completed and require approximately 6 to 9 months to complete.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The work proposed as part of this application is private development, does not involve
expenditure of public funds, does not include any new dredging and consist of docks for 10 slips
or less. Review of the project under the State Environmental Policy Act (SEPA) is not required.
ADJACENT RIPARIAN PROPERTY OWNERS
Lot 9 James Flynt
175 Heron Point Rd.
Beaufort, NC 28516
252-728-6843
Lot 11 B Richard McGough
362 Tyler Dr.
Clearbrook, VA 22624
540-667-9520
True World Marine, Phase 2 September 16, 2005
Lot 10, Jarrett Bay Marine Industrial Park Page 5 of 5
Major CAMA Permit Application Narrative

Sep 27 05 03:35p Rae Pc 19102512208 p.7
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DIRECTIONS FROM U,S. HWY 70 IN BEAUFORT
Take N.C. Hwy 101 North. Turn left on Steel Tank
Road (S.R. 1162) and left on Sensation Weigh at
Jarrett Bay Marine Industrial Park. Go to end of
Sensation Weigh to cul-de-sac. Lot 10 is on left of
cul-de-sac.
PROJECT TITLE: PREPARED FOR: DRAWING TITLE: semi: AS SHOWN SCETr
:
TRUE WORLD MARINE HOBBY WORLD DEVELOPMENT, INC DATE SEPTEMBER 15, 2095
PHASE 2 1401 SENSATION WEIGH VICINITY MAP 01mmio BA1F ®1
CARTERET COUNT BEAUFORT, NC 28516 P++o,[crw.
219D OF,6

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