SW8880401_CURRENT PERMIT_20040507

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPECURRENT
PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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7
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 7, 2004
Mr. Chuck Tulevech, General Manager
Town Creek Marina, Inc.
232 West Beaufort Road
Beaufort, NC 28516
Subject: Stormwater Permit No. SW8 880401
Town Creek Marina
High Density Project
Carteret County
Dear Mr. Tulevech:
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Modification
The Wilmington Regional Office received a complete modified Stormwater Management
Permit Application for Town Creek Marina on April 24, 2004. 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 880401 dated May 7, 2004, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 7, 2014, and shall be
subject to the conditions and limitations as specified therein. Pleases 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.
The following changes were made to this permit
Plan Revision/Modification
Construct 546 Square.Foot Tiki Bar In Lieu Of Concrete Area Around Swimming
Pool and BBQ Area(Swimming Pool and BBQ Areas Were Never Constructed
Description Of
Impervious Areas
Existing Permitted
BUA Prior To 5/7/2004
(Square Feet
Modified Permitted
BUA As Of 5/7/2004
(Square Feet
Net Change
(Square
Feet
Buildings I
23,170
23,716
546
Concrete
8,342
6,173 1
-(2,169)
Asphalt
53,888
I 53,888
0
Future
0
1,623
1,623
Other
0
0
0
Totals
85,400
85,400
0
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
�vA
NCDENR

State Stormwater Management Systems
Permit No. SW8 880401
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, 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 Rhonda Hall, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/rbh: S:1WQSISTORMWATIPERMIT1880401.May04
cc: Carteret County Building Inspections
Division Of Coastal Management
Rhonda Hall
Wilmington=Regional:Office
Central Files

Mate �Stornm ater Management �istems
Permit No. SW8 880401
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
Chuck Tulevech, General Manager, Town Creek Marina
Town Creek Marina
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond 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 May 7, 2014, 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 4 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 85,400 square
feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 4 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 1,623 square feet.
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. A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area.

State Stonmvater Management Systems
Permit No. SW8 880401
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, Gres:
Onsite, f.
Offsite, ft'.
Total Impervious Surfaces, ft2:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, ft3:
Town Creek Marina
Carteret County
Mr. Chuck Tulevech, General Manager
Town Creek Marina
232 West Beaufort Road
Beaufort, NC 28516
April 4, 1988
Amended February 25, 1994
Amended April 24, 2004
Town Creek / White Oak
21-33
"SC"
2.36
103,000
None
85,400
6
90% (no filter is required)
4.50
5190 @ Permanent Pool
7361
:,
1.25" 0 pipe (drawdown in 2-5 days)
0
4

State Stornnw ater Management Systems
Permit No. SW8 880401
Il. 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 inspection's (every fi 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.
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. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only'if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 118 Horsepower.
fi. 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.
7. 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.
5

State StomiN ater Management Systems
Permit No. SW8 880401
8. 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.
9. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
10. 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, 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. 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
constniction.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
Q

Mate 5tonu ater Management Systems
Permit No. SW8 880401
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) which have 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
fling 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 the 7t' day of May, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan VV. KhmeK, 1'.t., uirector
Division of Water Quality
By Authority of the Environmental Management Commission
7

state btonn ater management aiystemr s
Permit No. SW8 880401
Town Creek Marina
Stormwater Permit No. SW8 880401
Carteret County
Designer's Certification
1, , 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
I

State Stomi«ater Management Systems
Permit No. SW8 880401
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, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections
I

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RT. 4, BOX 25
BEAUFORT, NC 28516
TOWN CREEK MARINA
Operation and Maintenance Manual
for
Storm Water Retention Facility
_L
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ip�E 0 EVVErUl
A14R 1 b 1994
DEM
-;oi # 93'040!
General: The storm water management system for this site is
designed as a wet detention facility. The system consist of the
wet detention pond located next tot the drystack building with a
drawdown tube and drilled orifice, a temporary storm water
storage area which is the grassed area on the interior of the
central parking lot, overflow diversion swale and driveway
culvert pipe system, and outlet structure.
Operation: The wet detention pond is designed to maintain a
permanent water pool with an average depth of 6 feet. The pond
is designed to temporarily store an amount of water equivalent.to
1 inch of storm water run-off from the impervious areas. In the
event of an 1 inch rainfall, the wet detention pond is designed
to such that the water surface will rise approximately 1.3 feet
above the normal pool level. this increase in water depth will
slowly recede to the normal pool level in a 2 to 5 day period.
this drawdown time is controlled by a 1 1/4 inch diameter PVC
drawdown pipe.
In rain events which produce more than the 1 inch run-off, the
weirs in the outlet structure direct this increase discharge to
the pipe system leading off site. This diversion system is
designed based on the 14 year frequency storm event, therefore
flooding in excess of the available storage within the wet
detention pond should be relatively infrequent.
Maintenance: Several areas will need attention by marina
operations personnel for the continued performance of this system
as designed and as required by the Division of Environmental
Management. These items are detailed as follows:
1. Grassing around the
interior island shall
erosion of these areas.
mowed to maintain the
to prevent a reduction
system.
wet detention pond and in the
be maintained to prevent the
the Areas shall be periodically
aesthetic quality of the site and
in capacity of the storm water

Town Creek Marina - Storm later Retention Facilitv
Page No. 2
2. Landscaping of the area around the wet detention pond
and the interior island shall be of the type and located
such that they will not reduce the capacity or operation
of the storm water system.
3. Following each rain event at the site, the drawdown
orifice shall be checked for accumulation of debris and
cleared of any blockage that is present. If the water
level following a rain event fails to recede to the
normal pool elevation within the 2 to 5 day time period
the engineer needs to be notified as soon as possible.
If the water level fails to recede within a period five
days following a rain event the marina operator must
notify the Division of Environmental Management, 127
Cardinal Drive Ext., Wilmington, N.C., [phone].
4. Storm drainage pipes, culverts, pond slopes and water
surface shall be inspected periodically for debris and
sand build-up. These shall be cleaned as necessary to
provide for the conveyance of storm water as designed.
5. Th wet detention pond should be maintained at the design
depth. The pond shall be inspected a minimum of every 6
months and cleaned as necessary.
6. No modification shall be made to the system without
notification of the engineer or without approval from
the Division of Environmental Management.
7. Eroded areas shall be repaired immediately.
Town Creek Marina, Inc.
Rt 4 - Box 25
West Beaufort Road -
Beaufort. North Carolina 28516
[phone]
lbe--'irtC Sperau __----
Vice President
NDr�2y P i49y

1.
2,
3.
4.
5.
b.
NVET'DETENTION POND EVALUATION
Yes No The design storage is for the runoff from all impervious surfaces resulting from
1-inch of rainfall and is located above the permanent pool.
Yes No The permanent pool is designed for 90 % total suspended solid (TSS) removal.
Therefore, no vegetative Filter is required.
Yes No The runoff completely draws down to the permanent pool in 5 days, but not less
than 2 days.
Yes No The mean depth of the permanent pool is a minimum of 3 feet.
- Yes No The inlet structure is designed to minimize turbulence and short circuiting.
Yes No An appropriate operation and maintenance plan has been provided for the
system.
7. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL REQ S
OF 15A NCAC 2H.1003 (g), (i), (k), and (1) (For Yes, 1 through 7 must all
be highlighted Yes.)
Brief Explanation: This detention pond is designed to remove 90 % total suspended solids without the
aide of a vegetative filter.
DIVISION OF ENVIRONMENTAL MANAGEMEENT SIGN -OFF
Wilmington Regional Office
7-8 M A-F-' q4
Date Individual Evaluating Form/Plans
Date ` M Regional Water Quality Supervisor
cc: Applicant/Bradley BennettlarllWiROXF

W
State Stormwater Management Systems
Permit No. SW8 880401
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
Chuck Tulevech, General Manager, Town Creek Marina
Town Creek Marina
Carteret County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwa ter 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 May 7, 2014, 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 4 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 85,400 square
feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 4 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 1,623 square feet.
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. A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area.
3

State Stormwater Management Systems
Permit No. SW8 880401
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin
Stream Index Number:
Classification of Water Body:
Drainage Area, 9cres.
Onsite, ft :
Offsite, ft2:
Total Impervious Surfaces, ft2:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, ft3:
Town Creek Marina
SW8 880401
Carteret County
Mr. Chuck Tulevech, General Manager
Town Creek Marina
232 West Beaufort Road
Beaufort, NC 28516
April 4, 1988
Amended February 25, 1994
Amended April 24, 2004
Town Creek I White Oak
21-33
"SC"
2.36
103,000
None
85,400
6
90% (no filter is required)
4.50
5190 @ Permanent Pool
7361
5.8
1.25" 0 pipe (drawdown in 2-5 days)
0
4

State Stormwater Management Systems
Permit No. SW8 880401
11. SCHEDULE OF COMPLIANCE
1. 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.
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. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/8 Horsepower.
6. 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.
7. 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.

State Stormwater Management Systems
Permit No. SW8 880401
8. 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.
9. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
10. 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, 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. 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.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
0

State Stormwater Management Systems
Permit No. SW8 880401.
Ill. 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) which have 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 the 7th day of May, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1-0
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
7

State Stormwater Management Systems
Permit No. SW8 880401
Town Creek Marina
Stormwater Permit No. SW8 880401
Carteret 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 page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 880401
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, such as a vegetated shelf,
and a forebay.
_15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections
9

State Stormwater Management. Systems
Permit No. SW8 880401
Town Creek Marina
Stormwater Permit No. SW8 880401
Carteret County
Designer's Certification
1, C. Lawrence Sneeden, Jr. PE _ , as a duly registered
professional engineer _ in the State of North Carolina, having been
authorized to observe (periodically/ weekly/ full time) the construction of the project,
Town Creek Marina (Project)
for Town Creek Marina Inc. (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: No deviations. This certification
is for construction of the 546 sf Tiki bar only.
Signature
Registration Number
Date
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SE AL
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SEAL
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4-30-12
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8

State Stormwater Management Systems
Permit No. SW8 880401
Certification Requirements:
t4 4A 1. The drainage area to the system contains approximately the permitted
acreage.
CLs 2. The drainage area to the system contains no more than the permitted
amount of built -upon area. -r,`j<<' b,, ah ly ��- • 1.
cc-f 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
_&6L4. All roof drains are located such that the runoff is directed into the system.
6L �4�5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
L63 7. Trash rack is provided on the outlet/bypass structure.
�r _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.
4�13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Carteret County Building Inspections