SW8060808_HISTORICAL FILE_20060807

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
_�;'9k.29Q �
YYYYMMDD

dun
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX (91 D) 350-2004
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weaver@n_cmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
15 06 04:27p Rae Pc
19102512208
APPLICANT Name Town of Leland
Company Town of Leland
Address 102 Town Hall Drive CitylState_Leland Zip_28451_ County_Brunswick
Phone [phone] ' Fax [phone] Email
PROJECT Name —Westport Fire Station
p.2
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) —Cape Fear RIVER BASIN
ENGINEER/CONSULTANT, Shane Lippard, PE
Company _Right Angle Engineering
Address-212 Princess Street City/State_Wilmington, NC_Zip_28401 County_New Hanover
Phone-251-8544 Fax,251-2208 Emaihraepcsl@bellscuth net
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
❑ STORMWA TER ❑ Low Density ® High Density -Detention Pond ❑ high Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density- Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ' ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
X LAND QUALITY ® Erosion and Sedimentation Control Plan with _1.5 acres to be disturbed.
r-.
-- --- ----------------------------- ----------- --- ----- ---- - -------- -- --------------------------------------------------------------------------------------
WETLANDS (401) Wetlands on Property ❑ Yes ®�No Isolated Wetlands on Property ❑ yes'®,No
Check all that apply Wetlands Will Be Impacted Elyes ❑ No Wetland Impacts. Ac*s)
Wetlands Delineation has been completed El Yes El No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wIUSACOE ❑Yes []No l Permit received from USAGE []Yes []No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits:
Total Fee Amount $

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
8/3/2006
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
Town of Leland
Mr. Bill Farris, Town Manager
104 Town Hall Drive
Leland, NC 28451
RE: Project Name: Westport Fire Station Express
Project Number: Bruns-2007-049
County: Brunswick, Leland, NC Hwy 133
River Basin: Cape Fear
Submitted By: Right Angle Engineering
Date Received by LQS: August 3, 2007
Plan Type: NEW
Dear Mr, Farris:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)). The
Act requires that all persons disturbing an area of one or more acres of land must'obtain approval of a soil
erosion control plan prior to the commencement of the land -disturbing activity (G.S. -113A-54(d) (4)).
The review period for an express review is three days of receipt of a complete plan. If additional
information is requested, it must be submitted within five working days of receipt.
Commencement or continuation of a land -disturbing activity under thejurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erasion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely, aa
Carol N. Miller
Assistant Regional Engineer
cc: Mr. Shane Lippard, P.E., Right Angle Engineering, P.C.
LQS-WiRO; SWS-WiRO�
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]

Jun 15 06 04: 27p Rae Pc Q� 191025122013 p. 2
NCDENR
North Carolina Department of Environment and Natural Resources l U�
127 Cardinal Drive, Wilmington NC 26405 [phone] FAX [phone]
Request for Express Permit Review � _J0
FILL-IN all information below and CHECK required Permit(s),
FAX or email to Cameron. Weayer(a)ncmail.Ret along with a narrative and vicinily map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Town of Leland
Company Town of Leland
Address 102 Town. Hall Drive City/State_LeIand Zip_28451_ County —Brunswick
Phone [phone] Fax [phone] Email
PROJECT Name —Westport Fire Station
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) —Cape Fear RIVER BASIN
ENGINEER/CONSULTANT Shane Lippard, PE
Company —Right Angle Engineering
Address-212 Princess Street City/State—Wilmington, NCZip_28401 County —New Hanover
Phone-251-8544 Fax_251-2208 [e-mail]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® STORMWA TER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with —1.5 acres to be disturbed.
WETLANDS (4011) Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that appl Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wIUSACOE ❑Yes []No I Permit received from USAGE ❑Yes [:]No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR Ilse only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

Jun 15 06 04:27p Rae Pc
5
19102512208
p.3
VICINITY MAP
(NOT TO SCALE)
U-74-76 p
VILLgGE RD.
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Jun 15 06 04:27p Rae Pc
19102512208 p.5
1. Project Description. The Project is proposed to be construction of 10,000 1200
square foot fire station structure, concrete entrance drives, asphalt parking areas, storm
drainage, water, and sewer. The land disturbing activity associated with the project will
consist of clearing and grubbing of vegetation, preservation of existing trees, grading of
the site, and sediment and erosion control measures such as a silt fence, gravel
construction entrance, and a check dams. Also included in the project will be storm
piping to collect the parking drainage and direct it to the wet detention pond. The total
area which will be disturbed for this project is 1.6 acres. Total impervious area will be
40,000 SF (0.92 AC) for the proposed construction.
2. Site Description: The project site is in Brunswick County, NC, located on
Highway 133 just south of the entrance to Westport Subdivision. The property on which
the development will take place is currently owned by the Town of Leland.
On site soils consist mainly of Leon and Baymeade soils. These soils are mainly loamy,
fine sands.
General slope of the site is from west to east towards the front of the site.
Land use in the vicinity is residential and rural agricultural.
3. Adjacent Property: The areas adjacent to the project site are residential areas.
4. Drainage Considerations: There are three major drainage features existing on
the site. The site is mostly flat with slight slope from west to east. A large natural
drainage area exists behind the property and drains under Highway 133. A 36" concrete
pipe under Highway 133 carries the drainage across the roadway and into an existing
drainageway to Jackies Creek.
The road and parking areas will be bounded with curb and gutter to curb inlet collection
basins. The curb inlets will be piped to two entrances into the forebay of the wet
detention basin. Both of the entrance pipes to the basin will be 18" diameter. The runoff
from the buildings will be directed into the collection system and sent to the basin. The
basin is sized to provide sufficient runoff capacity filtration for the entire allowable
impervious area. The wet detention basin is to provide detention of the pre -construction
and post -construction runoff difference and meet the 90% TSS water quality
requirements. The amount of retention was based on the Type III rainfall distribution of
the 25 year, 24-hour storm. Calculations are provided.
5. Erosion Control Considerations: The following erosion control measures are
used on this project:
Temporary Gravel Construction Entrance/Exit
To prevent sediment from leaving the site, temporary gravel construction entrances
should be installed where the access road enters the site and instersects with
Village. For dimensions and specifications, see construction details.
Westport Fire Station
June 2006

ti
Jun,15 06 04:27p Rae Pc 19102512208 P.6
2. Land Grading
The existing slope of the site is from south to north towards the front of the parcel.
Most of the disturbed areas on the site will sheet flow to the existing drainage
patterns on the site.
3. Silt Fence
Silt fence should be installed prior to clearing and grading activities. Silt fence
should be checked routinely. If needed, silt fence should be cleaned and replaced
if damaged. See Construction Detail for dimensions and specifications.
4. Wet Detention Basin
A wet detention basin will be constructed for long term runoff. pollutant control, and
this area will be used as a sediment basin during construction. Outlet control
structure with rip rap energy dissapator will be installed when basin is excavated
and 30' sodded vegetated filter will be placed after the rip rap to provide additional
filtering prior to discharge into the existing wetland.
6. Construction Schedule:
1. Obtain plan approval and other applicable permits.
2. Hold pre -construction meeting at least one week prior to beginning construction.
3. Install temporary construction entrance/exits.
4. Before clearing and grading of the site, install silt fencing, detention basin with outlet
structure, and clean and replace as necessary.
5. Begin clearing and grading of the site.
6. Install storm piping.
7. Install new roadway.
8. Sod/Seed, mulch, and tack immediately to establish proper vegetation.
9. All erosion and sediment control practices will be inspected weekly and after each
rainfall event. Needed repairs will be made immediately.
10. After the entire covered area is stabilized, all temporary measures will be removed
and permanent vegetative repairs to be completed.
7. Vegetation Plan:
1. After complete stabilization of the entire covered area, top cover soils will be
roughened by making 1 "-2" deep grooves perpendicular to the slope.
Westpor! Fire Station
June 2006

,Jun 15 06 04:27p Rae Pc 19102512208 p.7
2. Spread lime (agricultural limestone) evenly over the area at a rate of 1.5 tons/acre;
spread 10-10-10 fertilizer at a rate of 1000 lb/acre and incorporate into the top 6" of
soil.
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates.
5. Rake seed into the soil and lightly pack to establish good contact.
6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by weighted farm disc
set nearly straight or other mulch anchoring tool.
7. Mow as needed and refertilize in late winter or early spring by topdressing with 10-
10-10 fertilizer.
8. Graded surfaces shall not be. exposed without grass coverage for more than 15
days. 1f grades are not complete and exposure is more than 15 days, temporary
seed with rye grain at 50 Nacre.
8. Maintenance Plan:
1. Contractor shall maintain all sedimentation and erosion control devices during
construction.
2. All devices shall be checked after each rain event and weekly. Repairs shall be
made immediately when detected.
3. Any deficiencies shall be brought to the immediate attention of the Engineer.
Seed Types and Application Rate 1 Schedule
Temporaryy Seedinq
Grass_jype
Amount / 1000 SF
Time of Seeding
Initial
Rye Grain
1-2 Ibs
Nov. —Jan.
25 Ibs 10-10-10
Brown Top Millet
1-2 Ibs
June— Aug.
25 Ibs 10-10-10
Permanent Seeding
Grass Type
Amount
Time of
Initial
Fertilization 1
Fertilization 1
Fertilization !
/1000
Seeding
1000 sf
1000 sf
1000 sf
sf
Maintenance
Maintenance
maintenance
Burmuda,
1-2 Ibs
Apr. —
25 Ibs
March -April
Each 4-8
Aug. -Sept.
Common
June
10-10-10
12lbs
Weeks
LL2bs
Westport Fire Station
June 2006

Jun 15 06 04:28p Rae Pc 19102512208 P.8
10-10-10
1-2 Ibs N.
10-10-10
Fescue, Tall
5-7 Ibs
Sept. —
25 Ibs
Feb -March
May & Dec.
Sept. -Oct.
(Kentucky
Oct.
10-10-10
12 Ibs
'/2 to 1 Ib. n.
12 Ibs
31)
Feb. —
10-10-10
10-10-10
Oct.
Sericea
1-2 Ibs
March —
25 Ibs
Feb -March
'/2 to 1 Ib. N.
NIA
Lespedeza
Apr.
10-10-10
SIO es
** Bermuda Sod Where shown on the plans
END OF PLAN
Westport Fire Station
Junc 2006

Jun 15 06 04:213p Rae Pc
RIGHTANGLE
ENGINEERING. P.C.
212 Princess Street - Wilmington, North Carolina 28401 • Tel. [phone] - Fax [phone] - email: [e-mail]
19102512208 p.1
ACSIMILE TRANSMITTAL SHEET
TO: FRO
L2 en r Lf QT 24 L4l�� c,
CONTANY: DATE:
_L�
FAX NUMBER: TOTAL N . OF P $ INCLUDING COVER
':5� G -.moo S�
RE: SENDER'S REFERENCE NUMBER -
NOTES/COMMENTS;
/ 6

jun,15 06 04;27p Rae Pc 19102512208 p.4
DESIGN NARRATIVE FOR HIGH DENSITY PROJECT
FOR
TOWN OF LELAND WESTPORT FIRE STATION
BRUNSWICK COUNTY, N.C.
June 2006
TABLE OF CONTENTS
1.0 PROJECT DESCRIPTION
2.0 SITE DESCRIPTION
3.0 ADJACENT PROPERTY
4.0 - DRAINAGE CONSIDERATIONS
5.0 EROSION CONTROL CONSIDERATIONS
6.0 CONSTRUCTION SCHEDULE
7.0 VEGETATION PLAN
8,0 MAINTENANCE PLAN
APPENDIX
WET DETENTION BASIN CALCULATIONS
IMPERVIOUS AREA TOTALS
RUNOFF CALCULATIONS
PIPE CALCULATIONS
Westport Fire Station
June 2006

i
TRANSMISSION VERIFICATION REPORT
TIME
07/16/2009 14:49
NAME
NCDENR
FAX
9103502018
TEL
9107967215
DATE,TIME
FAX NO./NAME
07/16 14:48
DURATION
92512208
PAGE(S)
0 0:00:45
RESULT
003
MODE
STANDARD
ECM
State of North Carolina
Departmcnt of Environmeot and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: r% �/d, No. Pages (e.xcl. cover): -r
To: I Z— �� ��f f "� From: Jo C,wsmex
Co: •" Phone: (9LO) 796-7336
Fax: _ /'- a g — Fax: (910) 350-M
12? Cardinal Drive Extensian, Wilmington, NC 79405 • [phone] 0 An Equal OPPO Vdty Affirmative Action Employcr

State of North Carolina
Department of Environment and Natural Resources
z Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: -% —/ � 'd No. Pages (excl. cover):
To: ��! A�� G PO�� `� From: Jo Casmer
Co: 14e e�,-' Af f G� Phone: [phone]
Fax: :Zs/ 2 Zo Fax: [phone]
Re: A�5 T Qom '- �i`l E- �* 'j
Co.per o Gar74 17'7
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 060808
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
Bill Farris and Town of Leland
Westport Fire Station
Brunswick 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 August 11, 2016, 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.
2. 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
control, has been designed to handle the runoff from 31,850 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. There is no allotment for future built -upon
area at the site.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060808
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions:
a.
Drainage Area, acres:
1.65
Onsite, ft :
71,874
Offsite, ft2:
None
b.
Total Impervious Surfpces, ft2:
31,850
OS Buildings, ft :
9,850
OS Streets, 112.
8,000
OS Parking, ftl:
12,000
OS Sidewalks, ft2:
2,000
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
5
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
15.0
g.
Permanent Pool Surface Area, ft2:
3,000
h.
Permitted Storage Volume, ft3:
3,078
i.
Temporary Storage Elevation, FMSL:
15.9
j.
Controlling Orifice:
0.75"0 pipe
k.
Permitted Forebay Volume, ft3:
2,000
I.
Receiving Stream/River Basin:
UT Brunswick River 1 Cape Fear
M.
Stream Index Number:
18-77
n.
Classification of Water Body:
"SC"
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. 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. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060808
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 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.
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. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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, 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060808
13. 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
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by. the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 11th day of August 2006.
NORTH OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
"0
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060808
Westport Fire Station
Stormwater Permit No. SW8 060808 Page 1 of 2
Brunswick 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:
Signature
Registration Number
Date
SEAL
Page 6of7

State Stormwater Management Systems
Permit No. SW8 060808
Page 2 of 2
Certification Requirements:
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
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
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