SW8090118_CURRENT PERMIT_20090209

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
$ CURRENT PERMIT
❑ APPROVED PLANS
'❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 Q G °10 2 a cI
YYYYMMDD

®'.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 9, 2009
Kermit E. Austin, Jr., President
K. E. Austin Corporation
3301 Burnt Mill Drive
Wilmington, INC 28403
Subject: State Stormwater Management Permit No. SW8 090118
K. E. Austin Corporation
High Density Commercial Wet Detention Pond Project - Out parcel
Brunswick County
Dear Mr. Austin
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit Application
for K. E. Austin Corporation on February 5, 2009. 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 and Session Law 2008-211. We are forwarding Permit No. SW8 090118 dated February
9, 2009, for the construction of the subject project.
. This permit shall be effective from the date of issuance until February 9, 2019, 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, 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
M.J. Naugle, or me at [phone].
Sincerely,
ft ' •S6
Georgette cott
Stormwater Supervisor
Division of Water Quality
GDS/ mjn: S:\WQS\STORMWATER\PERMIT\090118 feb09
cc: J. Carmine, P.E., Coastal Land Design, PLLC, 910-254-9333, fax: 0502
Brunswick County Building Inspections
City of Belville Stormwater Services
Jeff Phillips, Brunswick County Engineering
CWilmington Regional Office%
Central Files, M.J. Naugle
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
�rOne
L v O rtI h I Carat l R a
Internet: vnnv.nmaterquality.org
Naturally
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 090118
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL OUTPARCEL 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
Kermit E. Austin, Jr. and K.E. Austin Corporation
K. E. Austin Corporation
170 Poole Road, Belville, Brunswick County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred to
as the "stormwater rules') 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 February 9, 2019, 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 in Section 1.10 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 418,200 square feet of impervious area. The out
parcel subdivision is permitted for seven (7) lots. Lots numbered 1 — 5 are each allowed
69,700 square feet per lot of built -upon area and Lots numbered 6 - 7 are each allowed
34,850 square feet per lot of built -upon area.
3. A 50 foot wide vegetative buffer must be provided adjacent impounded structures,
streams, rivers and tidal waters.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of this permit.
5. The discharge of this wet detention pond does not require a vegetated filter strip.
6. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to 418,200 square feet.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 090118
7. 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.
8. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
9. Each lot within the subdivision, whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division of Water Quality and receive a permit prior to any construction on the lot
10. The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres: 14.2
Onsite, ftZ: 615,000
Offsite, ft2: none
b. Total Impervious Surfaces, ftZ: 418,200
Future Out parcel lots 1-7, ftZ: 418,200
C. Design Storm, inches: 1.5
d. Average Pond Design Depth, feet: 4.4
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 23.6
g. Permanent Pool Surface Area, ftZ: 35,723
h. Permitted Storage Volume, ft3: 73,280
i. Temporary Storage Elevation, FMSL: 25.1
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 6.9
k. Controlling Orifice: 4 "0 pipe
I. Orifice flow rate, cfs: 0.28
M. Permitted Forebay Volume, ft3: 34,065
n. Fountain Horsepower '/2 HP
o. Receiving Stream/River Basin: Jackey's Creek/ Cape Fear
P. Stream Index Number: 18-77-3
q. Classification of Water Body: "C;Sw"
II. 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. No lot owner/developer shall fill in, alter, or pipe any drainage feature (such as swales)
shown on the approved plans as part of the stormwater management system without
submitting a revision to the permit and receiving approval from the Division.
3. The permittee is responsible for verifying that the proposed built -upon area for the entire
lot, including driveways and sidewalks, does not exceed the allowable built -upon area.
Once the lot transfer is complete, the built -upon area may not be revised without
approval from the Division of Water Quality, and responsibility for meeting the built -upon
area limit is transferred to the individual property owner.
4. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed built -upon
area. Any approval given by the Board do not relieve the lot owner or permittee of the
responsibility to maintain compliance with the permitted BUA limit.
5. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 090118
6. The permittee shall at all time 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 re -vegetation 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.
7. 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.
8. 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 foot 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 a fountain in this pond is Y: horsepower.
9. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
10. 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.
11. 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.
12. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
13. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
14. Prior to the construction of any permitted future areas shown on the approved plans, the
permittee shall submit final site layout, drainage and grading plans to the Division for
approval.
15. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
16. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans & specifications, and other supporting data.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 090118
17. 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 development, subdivision, acquisition, lease or sale of any, 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.
18. 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.
19. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 090118, as issued by the Division of
Water Quality under NCAC 2H.1000 and Session Law 2008-211.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
c. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 69,700 square feet for lots numbered 1-5
and 34,850 square feet for lots numbered 6-7. This allotted amount includes any
built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters, which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or
street. Lots that will naturally drain into the system are not required to provide these
measures.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. Each lot within the subdivision whose ownership is not retained by the permittee,
must submit a separate Offsite Stormwater Management Permit application package
to the Division of Water Quality and receive a permit prior to any construction on the
lot.
j. If permeable pavement credit is allowed, the property owner must submit a request,
with supporting documentation, to the permittee and receive approval prior to
construction of BUA.
k. A 50 foot wide vegetated buffer must be provided adjacent any impounded
structures, streams, rivers and tidal waters on each lot. No built -upon area is allowed
within this buffer.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 090118
20. A copy of the recorded deed restrictions must be submitted to the Division within 30 days
of the date of recording the plat, and prior to selling lots. The recorded copy must contain
all of the statements above, the signature of the Permittee, the deed book number and
page, and the stamp/signature of the Register of Deeds.
21. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any items not in
compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity 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 completed Name/Ownership Change Form signed by both parties, to the
Division of Water Quality, accompanied by the supporting documentation as listed on
page 2 of the form. The approval of this request will be considered on its merits and may
or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request. Neither the sale of the project nor the transfer
of common area to a third party constitutes an approved transfer of the stormwater
permit.
3. 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.
4. 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.
5. 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.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does not
stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
10. 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.
11. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 090118
12. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the ninth day of February 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
FcJLcc. � (Tclrr �
r Colee Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 090118
K. E. Austin Corporation
Stormwater Permit No. SW8 090118
Brunswick Countv
Page 1 of 2
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 specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 090118
Certification Requirements:
Page 2 of 2
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 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 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 and located 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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
City of Belville Stormwater Services
Page 9 of 9

Permit Number:5W'109 b I I? -
Frg 0 5 2009 (to be provided y DWQ)
Drainage Area Number: t
Wet Detention Basin Operation and 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.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must 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 the problem
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention 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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number: 5 uj 8 O gull 8
FES 0 5 2009 (to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
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 pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 2 of 4

C
Permit Number. Su_) p Wg0118
FE9 0 5 2009 (to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:'
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
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 local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 6.60 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 5.60 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
18.0
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
t-ft Min.
Sediment
Storage
Permanent Pool Elevation 23.60
Pool
Sediment Removal Elevation 17.0 Volume
----------------------- I ------
Bottom Elevation 16.0 1 1-ft N} n.
Sediment
Storage
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number: SLc3pgcz.,JI b
FE9 0 5 2009 (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:K. E. Austin Corporation
BMP drainage area
Print name:Kermit E. Austin, Jr
Title:President - K.E. Austin Corporation
Address:3301 Burnt Mill Road, Wilmington, NC 28403
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.
I, 1. it A. c, , a%%a Notary Public for the State of
J�4,fAikCA lrotl MA , County of 'Aew L16y J ry- do hereby certify that
ytr14+ £, Mas+t A/ Jr • personally appeared before me this 3
r,
day of F2�p y q r ••t ZOO , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
°®�P9SV
\q,\sslo/y
CIO
NOTARY m V
Pm 2 PUBUC y Zs
0
VER cOJ°°o
SEAL
My commission expires Qll a 2L 1, Z. C
C ,' � r
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

i
V
i
+
+
j

OFFICE USE ONLY
Permit
W() —
W d o
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality FE5 0 b 2009
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION:
I. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
K. E. Austin Corporation
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Kermit E. Austin, Jr— President
3. Mailing Address for person listed in item 2 above:
3301 Burnt Mill Drive
City: Wilmington
Phone: (910) 762 — 4700
State: North Carolina Zip: 28403
Fax: ( 910 ) 762 — 0075
Email: [e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
K. E. Austin Corporation
5. Location of Project (street address):
Approximate Address: 170 Poole Road
City: Belville County: Brunswick Zip: 28451
6. Directions to project (from nearest major intersection):
From intersection of Olde Waterford Way SE and US Highway 17: Go approximately 0.15 miles N W along
Olde Waterford Way SE and turn left onto Poole Road. The project is approximately 0.20 miles on the right.
7. Latitude: 340 13' 07" N Longitude: 780 01' 28" W of project
8. Contact person who can answer questions about the project:
Name: Kermit E. Austin, Jr. Telephone Number: ( 910 ) 762 — 4700
Email: kaustinggogas.net
II. PERMIT INFORMATION:
I. Specify whether project is (check one): ® New ❑ Renewal ❑ Modification
Form: SWU-101 Version09.25.08
Page 1 of 4

:., Ruts 2008 - a i I
FE9 0 5 2009 j)Ltr vt-A. L015
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑ Low Density ® High Density ❑ Redevelop ❑ General Permit ❑ Universal SMP ❑ Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be obtained by contacting
the Customer Service Center at 1-877-623-6748):
❑ CAMA Major ® Sedimentation/Erosion Control ❑ 404/401 Permit ❑ NPDES Stormwater
III. PROJECT INFORMATION
I. 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.
Stormwater will be treated by one conventional stormwater pond with an elongated forebay.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 14.118 acres 4. Total Coastal Wetland Area: -0- acres
5. Total Property Area (3) — Total Coastal Wetlands Area (4) = Total Project Area**: 14.118 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA): 68.00 %
7. How many drainage basins does the project have? 1
8. 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. For high density projects, complete
the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Receiving Stream Name
Jackeys Creek
Receiving Stream Class & Index No.
C; Sw 18-77-3
Total Drainage Area (so
615,000 ft2
On -Site Drainage Area (so
615,000 ft2
Off -Site Drainage Area (so
-0-
Existing Impervious* Area (so
-0-
Proposed Impervious* Area (sf)
418.200 ft2
% Impervious* Area (total)
68.00 %
Impervious* Surface Area
Drainage .Area I
On -Site Buildings (sl)
-0-
On-Site Streets (sf)
-0-
On-Site Parking (sf)
-0-
On-Site Sidewalks (so
-0-
Other On -Site (so [FUTURE]
418,200 ft
Off -Site (sf)
-0-
Total (so:
418,200 ft2
* 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 Version09.25.08 Page 2of4

How was the off -site impervious area listed above derived? There is no off -site drainage to this project.
FE9 0 5 2009
LE
Projects in Union County: Contact the DWQ Central Office staff to check to see ifyour project is located within a
Threatened K Endangered Species watershed that may be subject to more stringent stornnvater requirements
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 sale of any lots. If lot sizes vary significantly, a table listing each lot number, size, and the allowable
built -upon area for each lost must be provided as an attachment.
Form DRPC-I
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 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 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-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SW401-Permeable Pavement
Permeable Pavement Supplement
Form SW401-Cistern
Cistern Supplement
Form: SWU-101 Version09.25.08 Page 3of4

VL SUBMITTAL REQUIREMENTS F�c3 'D 2009
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 Regional Office. (Appropriate office may be found by locating project on the interacted online map at
http://l12o.enr.state.nc.us/su/msi maps.htm)
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 JRC
• Original and one copy of the Deed Restrictions & Protective Covenants Form (ifrequired as
per Part IV above) J 2C
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP a0&
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD) payable to
NCDENR
• Calculations and detailed narrative description of stormwater treatment /management
• Copy of any applicable soils report JKC.
• Three copies of plans and specifications, including: J fu
-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 oft -site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on your behalf,
please complete this section:
Designated agent (individual or firm): Coastal Land Design, PLLC
Mailing Address: P.O. Box 1172
City: Wilmington State: North Carolina Zip: 28402
Phone: ( 910 ) 254 - 9333 Fax: ( 910 ) 245 - 0502
Email: jcarntinencoastallanddesign.net
Vill. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2)
Kermit E. Austin, Jr.
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, *d that the Koposed&roject cpmplies with the requirements of 15A NCAC 2H .1000.
Signature:
Date:
Form: SWU-101 Version09.25.08 Page 4of4

Permit No. SIi,J O UwlI�
j (to be provitleA by DWg)
FE9 0 5 2009
W A rz9q
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
Project name
K.E. Austin Corporation
Contact person
Kermit E. Ausin, Jr. - President of K.E. Austin Corp.
Phone number
(910) 462 - 4700
Date
22-Jan-09
Drainage area number
#1
IL DESIGN INFORMATION':.
Site Characteristics
Drainage area
615,0001 ryz
Impervious area, post -development
- 418,200!ry2
% impervious
68.00
Design rainfall depth -
1.5'1in
Storage Volume: Non -SA Waters
Minimum volume required
- 50,8911 rya OK
Volume provided
73,2801 fit
I OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Bow
Pre/Post 1-yr, 24-hr peak Bow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Ift3
N I(Y or N)
3.81 in
0.40 (unitless)
OAT (unitless)
6.25'; inlhr OK
6.90 ft3lsec
ft3lsec
25.10!fmslif t4NT OF Ii Rtr10FF : 24.66 F/r1SL
23.60ifmsl
23.50;fmsl
24.101fmsl
23.10!fmsl Data not needed for calculation option #1, but OK if provided.
17.00'fmsl
16.00Ifmsl Data not needed for calculation option #1, but OK if provided.
1.00 ft
N 1(Y cr N)
r
25.1itfmsl OK
Form SW401-Wet Detention Basin-Rev.5 Pans I. & 11. Design Summary, Page 1 of 2

Permit No. S w IV09 01 1O
(to be proOderf by DWQ)
rc3 0 5 2009
II. DESIGN INFORMATION
Surface Areas I�Sl
Area, temporary pool 53,M!9 ft2
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Ap _pw
Area, bottom of 1 Oft vegetated shelf, Ayo, mil
Area, sediment cleanout, top elevation (bottom of pond), Aya I.
Volumes
Volume, temporary pool
Volume, permanent pool, Vm,,,, .
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountainuPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp„ryool
Area provided, permanent pool, A..
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A..
Area, bottom of 1Oft vegetated shelf, A. y,¢i,
Area, sediment cleanout, top elevation (bottom of pond), A,,,.
"Depth' (distance btw bottom of 1Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d.., (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Ca)
Driving head (He)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak Flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & onfice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
33.825 It huDwA81-E
5.50; (unifless) 94SED OFF OF MAIN PIOND t MAX F,g, VOL.
35,7&ft2 OK A
22,3301 ft2
14,012jft2
— 73,2801ft' OK
155,7381ft3 BASED OFF OF IYIAIN POND i MA%� F 8 • VO4 �'di�(/%)
219%% OK ADDITIONAL FS. VOL 115TIOLS 32.3%
- - V901%
Y ;(Y or N)
N I(Y or N)
5.50 (unitless)
or N)
155,738',ft' OK
35,7231 ftz OK
4,35'Ift OK
4.4';ft OK
N I(Y or N)
� jft2
jft2
�ftz
Ift
ft
ift
�pQ���f d,/EYGS C-gE7
W
BASER OFF OF MAIN FOND, } MAXA�VO 64
VpCRA1 _ MOL _ AcIUAL = M,165 of
ApdVM_pOOL.ACNgL° mz,61(03f
AVIIII 06PrH_AC"LV y.Z-Ct
Y (Y or N)
4.00 in
in
0.60, limitless)
0.44: ft
N (Y or N)
(unitless)
,(unitless)
R
R /
6.901 ft'Isec a Insufficient pre -development peak flow.
'ft'Isec
0.2811ft'Isec
2.10. days
OK, draws down in 2-5 days.
(SCS ROJ'DNC4 IN
HYDRAFLOW MODEL)
Foa PEAK•
SJirrtlFo1,r"AIDi IkL.
Drawdown time varying from expected value by more than a half day.
3:1
OK
10 :1
OK
10.0'It
OK
3 :1
OK
3.3':1
OK
' Y .(Y or N)
OK
1.21ft
OK
N '(Y or N)
OK
Y 1(Y or N)
OK
Y I(Y or N)
OK
._
;Slormwaler Pumps.
Form SW401-Wet Detention Basin-Rev.5 Parts I. & 11. Design Summary, Page 2 of 2

F`g 0 b 2009 Permit No.SW
(robe provided by DVVQ)
III. REQUIRED ITEMS CHECKLIST
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.
JRL s w-o I 1. 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,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
ERG
5 W-Oz
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
Filter strip.
.1Rc.
SW-oZ
3. Section view of the wet detention basin (1" = 20' or larger) shoving:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
-Nor APFtIcABLE —
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
JRC
0#4izs
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
d 2c
sw-01
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
J2C.
eALcs.
7. The supporting calculations.
JRC
O 1 rn
8. A copy of the signed and notarized operation and maintenance (08M) agreement.
.3KC-
DR
9. A copy of the deed restrictions (if required).
JKG- SR 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.5 Part III. Required Items Checklist, Page 1 of 1

HIGH DENSITY DEVELOPMENTS WITH OUTPARCELS FEB 0 5 2009
DEED RESTRICTIONS & PROTECTIVE COVENANCES tw$Ugt-�)l1 0
In accordance with Title 15 NCAC 21-1.1000, the Stormwater Management Regulations, deed restrictions and protective
covenants are required for High Density Developments with Outparcels where outparcel lots will be subdivided from the
main tract and sold. Deed restrictions and protective covenants are necessary to ensure that the development maintains a
"built -upon" area consistent with the design criteria used to size the stormwater control facility.
I, Kermit E. Austin, Jr. , acknowledge, affirm and agree by my signature below
that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or future
development area within the project known as K. E. Austin Corporation
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management permit Number
-fµl$ 0%1� 16 ,, as issued by the Division of Water Quality under NCAC 211.1000.
2. The Slate of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the
stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under them.
a. 77te covenants pertaining to stormwater mail not be altered or rescinded without the express written consent of the Slate of North
Carolina. Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the Division of Water
Quality.
6. The urarinnm allowable built -upon area for the outparcel(s) shown on the approved plans, in square feel, is as follows:
lots Impervious Allocation Lot impervious Allocation
1 — 5 1 69,700 sq. ft. 6-7 34,850 sq. ft.
These allotted amounts include any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavenhent. Built upon area includes, but is not limited to, .structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or the
water surface afswimming pools.
7. The runoff front all built upon area within the outparcel or fitture development area must be directed into the permitted
stortmwater control system.
8. Buill-upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outpurcel's collection system into the .stormwater control shall be made such that short-circuiting of the
s'w1ent does not occur.
10. For those outparcels or f uture development areas whose ownership is not retained by the permiaee, the new owner ,shall submit a
separate offsite stormwater permit application to the Division of Water Quality and receive a permit prior to construction.
Signature: �}�QX.,�L` Date: Z 0
/ /1 1 `
I, /ill AJ ,ka— S , Coal a Notary Public in the
State of 1 e Co,re'k%'v P. County of Ae%4 L4/}N0 V-e r
do hereby certify that 1(-eYM tt G. AAayt N Sr • personally appeared
before me this the 3 rd day of Feby 16.1116 A M 200, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
-C�� •� - q�
Signature
My Commission expires
t ZO
4R4x\Q$;S 4$.
SEAL =Z ro NOTARY y
PUBLIC
ER GOJ�eev