SW8041019_HISTORICAL FILE_20050308

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW2U:l/Q l�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

RV.'.CEIVED
�i MAR 0 S 2005
NCDENR BY:
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
March 8, 2005
LETTER OF RECEIPT OF REVISED EROSION CONTROL PLAN
Wooten's Electric
Mr. Edgar R. Wooten, President
291 Stone Chimney Road
Supply, NC 28462
RE: Project Name: Wooten Electric
Project ID: Bruns-2005-127
County: Brunswick
River Basin: Lumber
Submitted By: Norris, Kuske & Tunstall
Date Received by LQS: March 4, 2005
Plan Type: REVISED
Dear Mr. Wooten:
This office has received the revised soil erosion and sediment control plan submitted for the project
listed above. G.S. 113A-54.1(a) requires that this office approve or disapprove a submitted revised plan within
15 days of receipt of such plan. Failure to act by this office within this time period shall be deemed approval of
the revised plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
The approval of an erosion 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,
Todd C. Walton
Land Quality Section
cc: J. Phillip Norris, PE, Norris, Kuske & Tunstall
LQS — WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, NC 28450 Phone: [phone] Fax: [phone]

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 3, 2006
Mr. Edgar R. Wooten, President
Wooten's Electric, Inc.
291 Stone Chimney Road
Supply, NC 28462
Subject: Approved Plan Revision
Wooten Electric
Stormwater Project No. SW8 041019
Brunswick County
Dear Mr. Wooten:
On March 4, 2005, the Wilmington Regional Office received a plan revision for Stormwater
Management Permit Number SW8 041019. The approved revisions include changes to the
layout of the built -upon area on the site and an overall reduction in current built -upon area from
80,656 ft2 to 76,280 ft2. The future allocation of built -upon area increases from 3,536 ft2 to
7,912 ft2.. It has,been determined that a formal permit modification is not required for the
proposed changes. We are forwarding you an approved copy of the revised plans for your
files. Please replace the old approved plan sheets with the new ones.
Please be aware that all terms and conditions of the permit issued to you on January 5,
2005, remain in full force and effect. Please also understand that the approval of this
revision to the approved plans for the subject State Stormwater Permit is done on a case -
by -case basis. Any other changes to this project must be approved through this Office prior
to construction. The issuance of this plan revision does not preclude the permittee from
complying with all other applicable statutes, rules, regulations or ordinances which may
have jurisdiction over the proposed activity, and obtaining a permit or approval prior to
construction.
If you have any questions concerning this matter, please do not hesitate to call me at (910)
796-7404.
Sincerely,
Linda Lewis
Environmental Engineer 11
ENBlarl: S:IWQSISTORMWATERIREVISION1041019.mar06
cc: Phil Norris, P.E., Norris Kuske & Tunstali
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington. Regional Office Stormwater File
Central Files
Np�thCarolina
Alaiura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: w%vw.ncwaterguality.ore Fax [phone]
An Equal OpporfunitylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper
Customer Servicc
1-977-623-6749

NORRIS, KUSKE SZ
TUNSTALL
CONSULTING ENGINEERS. INC
March 3, 2005
Ms. Rhonda Hall
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Wooten Electric
SW8 041019
Plan Revision
NKT Project No. 04143
Dear Ms. Hall:
VAR u 411. 705
8Y: -
J. Phillip Norris, P.E.
John A. Kuske. III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
The Owners of this project have directed us to make changes to the site plan. The
result is a reduction of impervious area to 76,280 SF, which is well within the 84,192 SF,
which is permitted. We are enclosing two (2) sets of revised plans showing the new site
layout. The retention pond has not changed.
Please contact us if you have any questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS INC.
J. Phil orris, P.E.
Nlasn
04143 03-03-05-s-sw-plan revision-Itr
cc: Edgar Wooten I Wooten's Electric, Inc.
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] • Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 041019
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
Edgar R. Wooten, Wooten's Electric, Inc.
Wooten Electric
Brunswick County
01zaICl0
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 January 5, 2015, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 84,192 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. The built -upon area for the future
development is limited to 3,636 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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 041019
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, Acres:
2.97
Onsite, ft :
129,526
Offsite, ft2:
None
b.
Total Impervious Surfaces, ft2:
84,192
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
4.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
11.10
g.
Permanent Pool Surface Area, ft2:
9,204
h.
Permitted Storage Volume, ft3:
8,864
i.
Temporary Storage Elevation, FMSL:
12.0
j.
Controlling Orifice:
1.5"0 pipe
k.
Permitted Forebay Volume, ft3:
5,046
I.
Receiving Stream/River Basin:
UT Lockwood Folly River/Lumber
M.
Stream Index Number:
15-25-1-(1)
n.
Classification of Water Body:
"C;swig
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.
G. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 041019
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 118 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 041019
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.
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) 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 5t�' day of January, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

Page I of I
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Stock
0251494
561661757
Current -Active
6/30/1989
Domestic
NC
Perpetual
Wooten, Edgar
291 Stone Chimney Rd Sw
Supply NC 28462
291 Stone Chimney Rd Sw
Supply NC 28462
291 Stone Chimney Rd SW
Supply NC 28462-3290
291 Stone Chimney Rd Sw
Supply NC 28462-3290
Class Shares No Par Value Par Value
COMMON 100000 1
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STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
WOOTEN ELECTRIC
SUPPLY, NORTH CAROLINA
For
Wooten's Electric, Inc.
291 Stone Chimney Road
Supply, NC 28462
[phone]
October 2004
Prepared by:
NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
NKT Project No. 04143

NARRATIVE
DESCRIPTION:
The project site is a 2.97-acre tract located on Stone Chimney Road in Supply,
North Carolina. The soils of the site consist of moderately wooded sandy, clay topsoil
and grades ranging from 0.5% to 3.0%. Approximately 3.0 acres will be graded to allow
construction of a new commercial office with paved parking and paved access. The
runoff from the site is estimated using the rational method 10-year design storm and
rainfall data for the area. Construction is scheduled to begin as soon as all permits and
approvals are obtained.
EROSION CONTROL MEASURES:
_ The attached plans and specifications give the requirements for erosion control
measures. Silt fencing will be provided along each side of the entrance drive where
stormwater would be expected to sheet flow from disturbed areas directly to adjacent
property. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall.
The detention pond will be used as a silt basin during construction and restored to its
design contours prior to completion. A gravel construction entrance will be constructed
at the Stone Chimney Road entrance. Maintenance will be provided by the grading
contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County. Land disturbing on the site will
exceed one acre, which requires the site to comply with the State Regulations. The
stormwater runoff from the development will be directed to a stormwater detention
pond.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

MAINTENANCE PLAN
1. All erosion and sediment control practices will be checked for stability and
operation following every runoff -producing rainfall but in no case less than once
every week. Any needed repairs will be made immediately to maintain all
practices as designed.
2. Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
3. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
4. Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rains. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
5. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier.
6. Inspect temporary sediment traps / check dams after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing. Check the structure for damage from
erosion or piping. Periodically check the depth of the spillway to ensure it is a
minimum of 1.5 ft below the low point of the embankment. Immediately fill any
settlement of the embankment to slightly above design grade. Any riprap
displaced from the spillway must be replaced immediately. After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment. Smooth the area to blend with the adjoining areas and
stabilize properly.

7. No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan. All slopes shall be seeded and stabilized within
15 days.
8. The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2.0 ft below the top of the riser.' Gravel will be
cleaned or replaced when the sediment pool no longer drains properly.
9. No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan. All slopes shall be seeded and stabilized within
15 days.
10. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to .
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover.
11. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.
12. All erosion shall be controlled including side slopes before the project is
completed.
13. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective . covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.

2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
-`- 3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A rip rap at minimum two feet high and three feet thick across the

watercourse, with a one foot thick layer of gravel on upstream side. Remove sediment if
accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 114
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a depth
greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION

1 410,�-p
J. illip Norris, P.E.
JPNlasn
04143 10-13-04-s-sw-Itr
Enclosures
A�
A�agml �--
Aim" - ��
NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
October 13, 2004
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
Wooten Electric
Supply, NC
NKT Project No. 04143
Dear Ms. Lewis:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-102 supplement form, one (1) copy of the
stormwater narrative and a $420.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
(kkW* N
cc: Kelly Wooten 1 Wooten's Electric, Inc.
O T 18 2004
BY: 9
902 Market Street 6 Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

SOSID: 0251494
Date Filed: 8/4/2003 2:52:00 PM
wooTeolrt7r2oo33:53PM Elaine F. Marshall
CD-479 (42) Business Corporation use thist North Carolina Secretary of State
01 North Carolina Annual Report nnual the 2003 034 00979
annual Rep
LlaCdi[y Pa
Name of Corporation: WOO'TEN'S ELECTRIC, INC.
State of Incorporation: NC
Secretary of State Corp. lD Number: 0251494 Fiscal Year Ending:
Montt,. r Day! year
Federal Emptoyer ID Number: 5 6- 2 6 617 5 7
If this is the initial annual report filing, please complete the entire form. It your business corporation's
information has not changed since the previous report, check the box and complete Line 8 only. 1
1. Registered agent & registered office Agent:
mailing address
Maifing Address,.
2. Street address & county of Sireel Address:
registered office
Cour4y.
3. If registered agent changed•
signature of new agent:
Isignature constitutes f1]nsenl to the appointment)
4. Enter principal office address here:
�Sq 1 s fUr SA�Cq I, ,
5. Enter principal office telephone number here: �� t lu �� �'
91 O '7 �l - C9 6 3 2_
6. Enter name, title, and business address of principal officers here:
Comptele Form CD-479A to list additional princtpal officers
Name: C C'. �c- lc • c�jjC ems, Tlae: Pir"s e�
Address: Cl S 4i1� C+„ VIV, Y\e.+..t C W
Stale: ry C— Zip:
Name: t l C h C. t-c_) 0 v Title: u t C C OorPS d e,+--
Address: 1. ei f 5 )LMe C htry �o � LAD
City: -sLcee � - - - - State: /VC— Zip.
Name: [)-Nar` G. 1 In0YhA p i Title: Sec -rote,(- j 71-e"st-rtr
Address: �fl r S
City: S' Stale: PVC zip: y G y
T. tineity oescrtoe the nature
of business: P— 1 (-( CCA Cry G•cJ `G $
8, Certification of annual report must be completed by all corporations
• Signature (Form must be signed by an officer of corporation]
Type of Print Name
f L3
Data
Sf.[ /--//ccsa�r✓
Title