SW7100113_CURRENT PERMIT_20080520

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE CURRENT PERMIT
rAPPROVEDPLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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ArFq
OG
Michael F. Emley, Governor
William G. Ross Jr., Secretary
r-
North Carolina Department of Environment and Natural Resources
i
�
Coleen H. Sullins Director
Division of Water Quality
May 20, 2008
Mr. Chris Fulcher
PO Box 250
Oriental, NC 28570
Subject: Stormwater Permit No. SW7080113
Gideon Creek Marina
High Density Project
Pamlico County
Dear Mr. Fulcher:
The Washington Regional Office received a complete Stormwater Management Permit
Application for the subject project on April 2, 2008. 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. SW7080113 dated May 20, 2008, for the construction f th subject project.
This permit shall be effective from the date of issuance until May 20, 2018, 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 thirty (30)
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, 6714 Mail Service Center, Raleigh, NC
27699-6714. 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 Bill Moore, or me at [phone].
incerel
,N � rrrr-
AI Hodge
Regional Supervisor
Surface Water Protection Section
cc: Avolis Engineering
Pamlico County Planning/Inspections
Division of Coastal Management
t,,Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: h2o.encstate.nc.us
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affrmative Action Employer — 50% Recycled/10% Post Consumer Paper
One
NorthCarolina
Naturallt,

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. Chris Fulcher
Gideon Creek Marina
Pamlico County
FOR THE
construction, operation and maintenance of vegetated buffers and (1) infiltration basin
in compliance with the provisions of 15A NCAC 2H A 000 (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 Gideon Creek Marina located on
Orchard Creek Road near Oriental, NC.
This permit shall be effective from the date of issuance until May 20, 2018, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
controls have.been designed to handle the runoff from 49,261 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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.
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.

6. The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a.
Drainage Area, acres:
5.67 acres Total
East Drainage Basin
3.30 acres
West Drainage Basin
2.37 acres
b.
Total Impervious Surfaces, ftz:
0.41 ac - East Basin
0.72 ac - West Basin
C.
Design Storm, inches:
1.5 - inches
d.
Basin Depth, feet:
1.2 ft
e.
Bottom Elevation, FMSL:
3.0 ft
f.
Bottom Surface Area, fe:
4841 sf
g.
Bypass Weir Elevation, FMSL:
3.85 ft
h.
Permitted Storage Volume, W:
5330 cf
Receiving Stream/River Basin: Gideon Creek/Neuse
Classification of Water Body: SA,HQW,NSW
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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
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 at all times..
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.
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.
10. This permit shall be effective from the date of issuance until May 20, 2018.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 20 day of May, 2008.
CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission

Gideon Creek Marina
Stormwater Permit No. SV 7080113
Pamlico County
Designer's Certification
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 the following attachment must be included in the Certification.
Any modifications/deviations from approved plans and specification must be noted and
explained.
SEAL
Signature
Registration Number
Date

Certification Attachment
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
.14. The required system dimensions are provided per the approved plans.

DWQ USE ONLY
' Date Received
Fee Paid
IPermit Number
JAN
2 5 2003
1 &5m-�
DWQ-WARO State of North Carolina SWf}Cr, I/ag/0$
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
j / This form may be photocopied for use as an original
D p
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Chris Fulcher, Owner
3. Mailing Address for person listed in item 2 above:
Ci
Phone: (252 ) 249-0123
State:NC Zip:28570
Fax: ( )
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
County:Pamlico
6. Directions to project (from nearest major intersection):
NC Hlghway 55 to NCSR 1321, turn right on NCSR 1320. Project is at end of road.
7. Latitude:N 35-05'-05" Longitude:W 76-38'-04" of project
8. Contact person who can answer questions about the project:
Name:Chris Fulcher Telephone Number: (252 ) 249-0123
Email:
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
M.
❑Renewal ❑Modification
Form SWU-101 Version 8.07 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberN /A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ZHigh Density ❑Redevelop []General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
®LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
2. Stormwater runoff from this project drains to the Neuse River basin.
3. Total Site Area: 5.67 acres 4. Total Wetlands Area: 0.18 acres
5. 100' Wide Strip of Wetland Area: acres (not applicable if no wetlands exist on site)
6. Total Project Area**:5.67 acres 7. Project Built Upon Area:19.992% Total Project %
8. How many drainage areas does the project have? 2 /, 09 s 67 L % Co iKgQ�
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Gideon Creek
Gideon Creek
Stream Class & Index No.
SA, HQW, NSW
SA, HQW, NSW
Drainage Area (sf)
143,544 SF, 3.30 AC
103,441 SF, 2.37 AC y
Existing Impervious* Area (sf)
0
0 ;.
Proposed Impervious*Area (sf)
1 17,890 SF, 0.41 AC
31,371 SF, Of(a6`AC
% Impervious* Area (total)
12.46`Yo
30.3%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
5,338 SF
1,728 SF
On -site Streets (so
0
0
On -site Parking (sf)
11,453 SF
29,643 SF
On -site Sidewalks (sf)
1,099 SF
0
Other on -site (sf)
Off -site (so
Total (so:
17,890 SF, 0.41 AC
31,371 SF, 0.68 AC
7_0
s, V 4c
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-101 Version 8.07 Page 2 of 4

10. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401-Off-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU- 101 Version 8.07 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted 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 Office. (Appropriate office may be found by locating project on the
interactive online map at httl2://h2o.enr.state.ne.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initjtyjs
• Original and one copy of the stormwater Management Permit Application Form (�
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary.
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Avolis Engineering, P.A.
Mailing Address:P.O. Box 15564
City:New Bern State:NC Zip:28561
Phone: (252 ) 633-0068
EmaiLavoliseng0l2monIne.net
VIII. APPLICANT'S CERTIFICATION
Fax: (252 ) 633-6507
1, (print or type name of person listed in General Information, item 2) Chris Filcher
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 with the requirements of 15A
NCAC 21-1.1000.
Signature: 6X" ga,_&4.n Date: Q/
Form SWU-101 Version 8.07 Page 4 of 4

AVOLIS ENGINEERING, P.A. Fi RsTC1'rl'mms
.PO BOX--15564 1� BA\K
5405 MORTON RD
NEW BERN. NC 26561 sa'mvi
252-633-0068
PAY TO THE
ORDER OF NCDENR
11520
1 /2>_/2008
$ ••5Cs.00
Five Hundred Five and
NCDENR
MEMO:. -----

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a
DOLLARS
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PROPOSED GIDEON CREEK MARINA JAN 2 5 2008
4146 ORCHARD CREEK ROAD, NCSR 1317
PAMLICO COUNTY, NORTH CAROLINA DWQ- l/d ®O
Project Description
The proposed Gideon Creek Marina project encompasses the development of a 30 slip marina on
a 5.67 acre parcel of land located off of Gideon Creek in the Pamlico Community in Pamlico
County, North Carolina. The subject property is currently partially developed as a commercial
use marina and fish house. The subject property is located at the intersection of Pamlico Road,
NCSR 1320 and Orchard Creek Road, NCSR 1317. The subject property is bordered along its
eastern side by Gideon Creek. A site location map and a 7.5 minute USGS Quadrangle Map of
the project area is included on the project plans.
Existing development on the eastern side of the subject property consists of wooden piers, wood
shelters and remains of several other commercial use buildings, concrete slabs, a dilapidated
residential dwelling and gravel and dirt parking and traffic circulation areas. The wood pier
system is in a dilapidated condition and will accommodate approximately 12 - 18 boats
depending on the length of the vessels. The western portion of the subject property was
previously developed for residential uses. An existing block framed residential dwelling is
located on this portion of the site. Additionally, a wood -framed shelter and commercial fishing
gear is presently being stored on this area of the property. A total of 2.37 acres of the subject
property are located on the western side of Orchard Creek Road as presented on the project plans.
It is proposed that the existing commercial marina be demolished to accommodate a proposed
new commercial marina and boat yard. Specifically, it is proposed that a dock system consisting
of 30 slips be constructed on the site. Additionally, it is proposed that a 50-ton travel lift and
haul out facility be constructed as a part of the marina development. A boat ramp will also be
developed. The existing fish house structure will be converted for use as a marina office and
clubhouse. It is proposed that all boat maintenance activities will occur on the western side of
Orchard Creek Road on the 2.37 acre parcel of the subject property. It is proposed that no out -of -
the water boat maintenance activities occur on the subject property on the eastern side of Orchard
Creek Road. A small parking and traffic circulation area will be established on the subject
property on the eastern side of Orchard Creek Road to provide access to the docking facilities.
Otherwise, those areas currently located within the 75-foot CAMA AEC area and 50-foot Neuse
Riparian Buffer areas presently covered with impermeable surfaces will be partially re-
established with grass or other vegetation.
The existing shoreline stabilization present along Gideon Creek consists of natural marsh
shoreline areas, wood retaining walls and brick and concrete rubble. It is proposed for those
areas where brick or concrete rubble presently exist, that a new vinyl sheet piling retaining wall
be installed. Specifically, it is proposed that a total of 504 linear feet of vinyl retaining wall be
installed to replace the existing dilapidated wood and concrete retaining wall/shoreline
stabilization system.

It is proposed that no dredging occur to accommodate the proposed construction. The proposed
project is located on Gideon Creek which is classified as SA, I-IQW, and NWS Waters (Saline,
High Quality Waters, and Nutrient Sensitive Waters) by the North Carolina Department of
Environment and Natural Resources. Gideon Creek is presently closed to the taking of shellfish.
The waters of Gideon Creek are designated as a Primary Nursery Area (PNA).
It is proposed that the development as presented on the project plans be developed and
constructed in one phase of construction.
Public water service will be provided to the new dock and the existing structures to remain or to
be renovated as part of this project. Pamlico County recently upgraded the water distribution
system in the area of the project. Existing public water services exist on the site today and will
be reused to the extent possible.
No public sewer service is available in this area of Pamlico County. Two existing on -site septic
systems exist on the subject property. Each of these systems is currently permitted and
operational. It is proposed that a permit application be submitted and approved by the Pamlico
County Health Department in order to facilitate and accommodate the redevelopment of the site.
Several permits are required in order to properly execute this project. The following permits will
be secured to properly execute the project:
Erosion and Sedimentation Control Permit
2. Coastal Stormwater Permit
NPDES General Permit for Marina Operations
4. Neuse Riparian Buffer Permit/Approval
CAMA Major Permit for Marina Redevelopment
6. On -Site Septic System Permit
NCDOT Driveway Permit
8. Building Permit
The Gideon Creek project has been reviewed pursuant to the State of North Carolina Clearing
House under the provision of the North Carolina Environmental Policy Act. A "Finding of No
Significant Environmental Impact' was issued for the project on December 13, 2006 (SCH File#
07-E-4300-0164 (FONSI)). A copy of the FONSI statement is included with this narrative.
Outlined below is a general description of the proposed development and permitting activities as
it relates to some of the permits described above:

Permit No.
(to be Provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
103,441 flz
31.371 e
30.3
1.5 in
Is pre/post control of the 1-yr 24-hr peak Flow required?
N (Y or N)
1-yr, 24-hr runoff depth
0.25 in
1-yr, 24-hr intensity
3.7 in/hr
Pre -development 1-yr, 24-hr runoff volume
fe/sec
Post -development 1-yr, 24-hr runoff volume
1 -99 ft3/sec
Pre/Post 1-yr, 24-hr peak Flow control
5.99 ff'Isec
Storage Volume: Non -SR Waters
Minimum design volume required
rya
Design volume provided
it,
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
3.7 in
Pre -development 1-yr, 24-hr runoff
12 997 fly
Post -development 1-yr, 24-hr runoff
12:486 W
Minimum volume required
5,330 ft3
r
Volume provided
p
5_, 33n e'
Soils Report Summary
Soil type
Fine to Medium Sand
Infiltration rate
2,0 in/hr
SHWT elevation
1-0 fmsl
Basin Design Parameters
Drawdown time
0.25 days
Basin side slopes
3 :1
Basin bottom elevation
3.0 fmsl
Storage elevation
3-85 fmsl
Top elevation
4 2- fmsl
Basin Bottom Dimensions
Basin length
Irregular ft-
Basinwidth
Irregular It
Bottom SA
L,841 ftt
2p W^ATFgO
OL
R CEM-0
JAN 2 5 2008
DWQ-WARD
Form SW401-Innaration Basin-Rev.1 Parts I. a II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
Additional Information
Total runoff volume captured by basin
5,427 ac-in
Length of vegetative f Iter for overflow
80 . ft
Distance to structure
250 ft
Distance from surface waters
50 ft
Distance from water supplywell(s)
>100 ft
Separation from impervious soil layer
2 ft
Naturally occuring soil above shwt
2 ft
Bottom covered with 4-in of clean sand?
Y (Y or N)
Recorded drainage easement provided?
N (Y or N)
Capures all runoff at ultimate build -out?
Y (Y or N)
Bypass provided for larger storms?
(Y or N)
Pretreatment device provided
one
Form SW401-Infiftration Basin-Rev.1 Parts I. & IL Design Summary, Page 2 of 2

Permit
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
-- C2/0
Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
C4/C7 2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
C4 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
Inlet and outlet structures.
4 — Calcs 4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
X 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
X 6. An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
C1 7. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
-- 8. The supporting calculations.
X 9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
NNE 10. A copy of the deed restriction.
Form SW401-Infiltration Basin-Rev.1 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

McE9VEV
JAN 2 5 2008 Permit Number:
(io be provided by DWQ
Drainage Area Number:
Infiltration Basim9amnd Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe,
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin I&M-Rev.2 Page I of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
rvegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin I&M-Rev.2 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Gideon Creek Marina
BMP drainage area number:
Print name: Chris Fulcher
Address: P.O. Box 250, Oriental, NC 28570
Phone: [phone]
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, Beth Simmons , a Notary Public for the
State of North Carolina , County of Craven
do hereby certify that Chris Fulcher personally appeared before me this
day of �O P�, 2-C7J6 ,and acknowledge the due
execution of the forgoing infiltration basin maintenance requirements. Witness my hand
and official seal,
NOTARY Ir /'k�. C _
PUBLIC r Oil_
SEAL
My commission expires April 22, 2009
Form SW40I-infiltration Basin I&M-Rev.2 Page 3 of 3

Y; 3A"E OVi _
;3
'�r°ru!�tua

AVOLIS ENGINEERING, P.A.
Z� P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
January 22, 2008����®
Mr. Al Hodge
r!AN 4 5 2008
NCDENR - Water Quality Section ®�����®
943 Washington Square Mall
Washington, NC 27889
RE: Gideon Creek Marina
4146 Orchard Creek Road, Pamlico County, North Carolina
AE Project No. 03148
Dear Al:
Enclosed please find the following for the above -referenced project for your review and
approval:
• Stormwater Permit and Narrative including Soils Report (Original and One Copy)
• Project Plans (2 Copies)
• Stormwater Calculations (2 Copies)
• $505 Permit Fee
It is requested that your review the attached permit submittal.
Should you have any questions relating to this matter or need any additional information or
assistance, please do not hesitate to call.
P.E.

A. CAMA Major Permit
A CAMA Major permit is being sought in order to properly execute this project. CAMA
Areas of Environmental Concern (AEC) exist on the property. The limits of the 75 foot
AEC are delineated on the project plans. Limited development is proposed to occur
within these CAMA AEC areas as a part of the proposed upland development. Portions
of the 75 foot AEC will be disturbed in order to make the necessary site improvements.
Specifically, the shoreline area will be disturbed in order to install the proposed 504 linear
feet section of vinyl retaining wall. Additionally, some of the existing impermeable
surfaces, including structures, concrete and brick rubble and wood retaining wall system,
presently located in the 75 foot AEC area will be removed. Grass vegetation will be re-
established in the majority of these areas. The existing wood pier and dock system present
on the subject property will be removed. This dock system will be replaced with a wood -
framed dock system as presented on the project plans.
As delineated during the Environmental Assessment process, it is proposed that a total of
31,957 square feet of public trust waters be impacted by the proposed marina
redevelopment. The extent of the public trust impacts are delineated on the project plans.
The 75 foot CAMA AEC area existing on the subject property covers a total of 103,764
square feet, 2.38 acres. A total of 13,219 square feet, 0.30 acres of impermeable surface
presently exists within the 75 foot AEC area. Of these impermeable surfaces, all but
6,295 square feet, 0.14 acres of impermeable surfaces will be removed and these areas re-
established with grass vegetation. A portion of the impermeable surfaces in the 75 foot
CAMA AEC area are associated with the haul out well and access pads for the haul out
facility and boat ramp.
B. Coastal Stormwater Permit
The subject property is located adjacent to Gideon Creek. This creek, as previously stated
has a surface water classification of SA, HQW, NSW. Stormwater runoff from the
project will discharge to these surface waters. Since the receiving surface waters are
classified SA, an infiltration type system is required to comply with the Coastal
Stormwater Permitting Regulations.
The subject property covers a total area of 5.67 acres. 3.30 acres of the property is
located on the eastern side of Orchard Creek Road. The remaining 2.37 acres of the
subject property is located on the western side of the subject property. One drainage
basin exists for each of these areas.
Drainage Basin No. 1 is located on the eastern side of Gideon Creek Road. This drainage
basin covers a total area of 143,544 square feet, 3.30 acres. Presently, there is a total of
17,377 square feet of impermeable surfaces located within this drainage basin. After
development is completed, a total of 17,890 square feet of impermeable surfaces (existing
and new) will remain within this drainage basin. The percent built -upon development

within this drainage basin will be 12.46% after development. It is proposed that this
drainage basin be developed under the low density criteria of the Stormwater Regulations.
Specifically, it is proposed that the surface water runoff from the impermeable areas be
directed to discharge to points upgradient of the Neuse Riparian Buffer areas.
Additionally, it is proposed that provisions be provided to allow for diffuse flow of any
runoff from impermeable surfaces through the Neuse Riparian Buffer areas.
Drainage Basin No.2 covers a total area of 103,441 square feet, 2.37 acres. This drainage
basin is located on the western side of Orchard Creek Road. A total of 9,715 square feet
of impermeable areas exist in this drainage basin including two structures and gravel
surfacing. All but 1,728 square feet of these existing surfaces will be removed. It is
proposed that the boat yard area be constructed on this area of the site as presented on the
enclosed project plans. It is proposed that a total of 29,643 square feet, 0.68 acres of new
impermeable surfaces be created within this drainage basin. Considering the existing
1,728 square feet of impermeable to remain, the overall impermeable coverage in this
drainage basin is 31,371 square feet, or 30.3% built -upon. Since the receiving water
course in this area is classifiable as SA waters, an infiltration type stormwater treatment
system is proposed. Specifically, it is proposed that an infiltration basin be constructed to
the first 1 %2- inch of the design storm. This runoff will be routed directly to the
infiltration basin. Excess runoff will bypass the infiltration basin through a weir/drop
inlet configuration and will be routed through a vegetated swale and vegetated buffer area
to ensure diffuse and treated flow prior to entering the Neuse Riparian Buffer area. The
infiltration basin will be constructed to retain a maximum depth of runoff of one foot.
A soils investigation was completed on the subject property as part of the initial design
efforts. Hand augers were advanced in the approximate center of the infiltration basin in
order to observe soils and groundwater conditions. The soil profile encountered at this
auger location can be described as follows:
t '
?
f i6DESCRIPTIONf
DEPTH
k'v -
d
,
0 - 12 Inches
Black Silty Sand
12 Inches - 24 Inches
Light Tan to Gray Fine Sand
24 Inches - 28 Inches
Light Tan Sand with Traces of Clay/Orange
28 Inches - 42 Inches
Light Tan to Orange Sandy Clay Becoming
Sandier with Depth
42 Inches - 54 Inches
Light Brown Fine Sand
Groundwater was encountered at this auger location at a depth of approximately 36
inches below the surface. Mottling, indicated that soil wetland conditions were
encountered at depths of approximately 24 inches below the existing grade. Considering
the elevations present, the groundwater was encountered at an elevation of approximately

0.5 feet and soil and wetland conditions were encountered at an elevation of 1.0 feet. It
is proposed that two feet minimum vertical separation be provided between the soil and
wetness conditions and the bottom of the infiltration basin. The bottom of the infiltration
basin was therefore set at elevation 3.0 feet. Additionally, the confining clay layer
encountered at a depth of 24 to 42 inches within the footprint of the infiltration basin will
be removed and will be filled with a select sand fill material to encourage infiltration.
Based upon a review of soil conditions, the placement of select fill and removal of the
confining clay layer, a infiltration rate of 6.0 inches per hour was selected for the site.
C. Erosion and Sedimentation Control Permit
An Erosion and Sedimentation Control Permit application will be needed to properly
execute the project since in excess of one acre of land will be disturbed. It is proposed
that a total of approximately 3.5 acres of the 5.67 acre parcel be disturbed. It is proposed
that no wetland areas be impacted by the proposed development. Zone 1 and Zone 2
buffer areas will be impacted in order to install the bulkhead facilities, docks, haulout and
boat ramp and to remove existing impermeable surfaces within the buffer areas. Other
buffer areas will be graded and vegetation will be re-establish as indicated on the site
plan.
It is proposed that various Erosion and Sedimentation Control practices be employed on
the subject property in order to protect the surface waters, wetland areas and adjacent
property owners.
D. On -Site Wastewater Permit
There are presently two existing on -site septic systems located on the subject property. It
is proposed that each of these systems remain and be re -utilized to treat sewage generated
from the project. Since the property will be redevelop, it will be necessary to re -obtain
operation permits from the Pamlico County Health Department.
E. NCDOT Driveway Permit
An NCDOT Driveway permit will be secured for the project to make drive connections to
the public roads.

STORMWATER SYSTEM MAINTENANCE PLAN
GIDEON CREEK MARINA
4146 ORCHARD CREEK ROAD, PAMLICO COUNTY, NORTH CAROLINA
The stormwater system is defined as the (1) infiltration basin, collection system, outlet structure
and swales.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
A. inspect the entire stormwater system for sediment accumulation, erosion,
trash accumulation, vegetated cover and general condition.
B. Check and clear all drainage devices of any obstructions such that
overflow will discharge.
Repair eroded areas immediately, re -seed as necessary to maintain full vegetative
cover, mow vegetative cover to maintain a maximum height of six -inches and
remove trash as needed.
Inspect and repair the collection system (piping, swales, rip rap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the infiltration basins semi-annually or when
sediment accumulates to reduce the design depth by 25% for each basin.
Removed sediment shall be disposed of in an appropriate manner and shall be
handled in a manner that will not adversely impact water quality.
5. If the basins must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain shall be minimized to the
maximum extent practical.
6. All components of the stormwater system shall be maintained in good working
order.
I acknowledge and agree by my signature that I am responsible for the performance and
maintenance of the Stormwater Collection and Treatment System approved and permitted for
Gideon Creek Marina, 4146 Orchard Creek Road, Pamlico County, North Carolina. I agree to
notify DWQ of any problems with the system or prior to any changes to the system or responsible
party.