SW8040130_HISTORICAL FILE_20040507

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 o H o t3 D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
D04 0c? 01
YYYYMMDD

�pFWATFR Michael F. Easley, Governor
QG William G. Ross Jr.. Secretary
y North Carolina Department of Environment and Natural Resources
OY Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 7, 2004
Mr. Gene Walden, Assistant Vice President
Pike Electric, Inc.
PO Box 868
W. Airy, NC 27030
Subject: Stormwater Permit No. SW8 040130
Pike Electric
High Density Project
Brunswick County
Dear Mr. Walden:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Pike Electric on May 7, 2004. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW8 040130 dated May 7, 2004, for the construction of the subject project.
This permit shall be effective from the date of issuance until May 7, 2014, and shall be
subject to the conditions and limitations as specified therein. 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 150E 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 Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\040130.may04
cc: David A. Hollis, P.E., East Coast Engineering
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
va
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service �
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENR

s IVIdIIdYt!IIIVIII oyslems
Permit No. SW8 040130
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
Gene Walden, Pike Electric, Inc.
Pike Electric
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 May 7, 2014, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 121,188 square
feet of impervious area. This pond must be operated with a vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system. A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 040130
DIVISION OF WATER QUALITY
PROJECT
DESIGN DATA SHEET
Project Name:
Pike Electric
Permit Number:
SW8 040130
Location:
Brunswick County
Applicant:
Mr. Gene Walden, Assistant Vice President
Mailing Address:
Pike Electric, Inc.
PO Box 868
Mt. Airy, NC 27030
Application Date:
May 7, 2004
Receiving Stream/River Basin:
Doe Creek / Lumber
Stream Index Number:
LBR59 15-25-1-13
Classification of Water Body:
"C Sw HQW"
Drainage Area, acres:
3.96
Onsite, ft :
172,352
Offsite, ftz:
0
Total Impervious Surfaces, ftZ:
121,188
Pond Design Depth, feet:
5.0
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
31.0
Surface Area at Permanent Pool, ft2:
8,655
Permitted Storage Volume, ft3:
10,994
Temporary Storage Elevation, FMSL:
32.17
Controlling Orifice:
1.5"0 pipe (drawdown in 2-5 days)
Permitted Forebay Volume, ft3:
4,505
3

wl v anayrtn1ent oystems
Permit No. SW8 940130
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. 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.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upocom
pletion 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.
3. 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.
4

State Stormwater Management Systems
Permit No. SW8 040130
At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
G. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted
system.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.

.. 1n01 10UM ncni oyb1C111b
Permit No. SW8 040130
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) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 7th day of May, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Sian vv. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No. SW8 040130
Pike Electric
Stormwater Permit No. SW8 040130
Brunswick Countv
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Hroject)
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
Certification Requirements:
7

I- gnu uycl I lcln VYOLCJIW
Permit No. SW8 040130
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short- '
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
9

1 .t
OFFICE USE ONLY
Date Received
Fec Paid
Permit Number
— Z,Z- U
•;� ZO ..0 5 of Z
O
eel o/
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Thisform may be pho[ocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Pike Electric, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mr. Gene Walden, Assistant Vice President
3. Mailing Address for person listed in item 2 above:
P.O. Box 868
City: Mount Airy State: NC Zip: 27030
Telephone Number: [phone]
I
4. Project Name (subdivision, facility; or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Pike Electric
i
5. Location of Project (street address):
820 Ocean Highway W. (US 17)
City: Shallorte County: Brunswick
6. Directions to project (from nearest major intersection):
From intersection of NC 211 and US 17, travel south on US 17. Site is approximately 1.75 miles south of
NC 211, west of US 17. Turn right into site off US 17 across Brunswick Electric Membership Corporation.
7. Latitude: 3410.44 Longitude: 78018.11' of project
8. Contact person who can answer questions about the project:
Name: Alan C. Lewis. East Coast Enguteering_ Telephone Number: [phone]
it. PERMIT INFORMATION:
I. Specify whether project is (check one): X New Renewal Modification

1'
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 X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management'for the project .
Stormwater will be directed to a proposed on -site detention pond for treatment
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Project Area: 7.28 acres 4. Project Built Upon Area:
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
TribuN y to Doe Creek
Receiving Stream Class
C SW HQW
Drainage Area
172,352 SF or 3.96 AC
Existing Impervious* Area
6,353 SF or 0.14 AC
Proposed Impervious*Area
9-iYk;836-SF OR C IZI � $$
% Impervious* Area (total)
70%
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
4,360 SF or 0.1 AC
On -site Streets
0
On -site Parking
116,828 SF or 2.08 AC
On -site Sidewalks
0
Other on -site
0
Off -site
0
Total: 121,188 SF or 2.78 AC I
Total:
.,,v," . "-. _• . " u�i•,,�u .' ...c ouu, upon nrea urc.ua.ng, out not nmuea to, ouuatngs, roaas, parking areas,
sidewalks, gravel areas. etc.
11,
V11 r1 ) I %i l.t

7. How was the off -site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered b6 structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted_ amount requires a state stormwater management permit modification prior to
construction.
5. Allpermitted runofffrom outparcels orJuture development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
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 slate 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 SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Fnrm SWI I-101 Vrreinn 199 Nn e I nfa

VI. SUBM I I AL KEQUIKEMEN'I S
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.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BM P
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date _
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): East Coast Fnginecring Company, P.A.
Mailing'Address: Post Office Box 2,169
City:
Phone: [phone]
VIII. APPLICANT'S CERTIFICATION
State: NC Zip: 28459
Fax: [phone]
1, (print or type name ofperson listed in General Information, item 2)Mr. Gene N-'xlden
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H A000.
Date:
Form SWU-101 Version3.99 Page of

Permit No. 5WO'0 0/ 3y
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Pike Electric
Contact Person: Mr. Gene Walden Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
26.0
ft.
(floor of the basin)
Permanent Pool Elevation
31.0
ft.
(elevation of the orifice)
Temporary Pool Elevation
32.17
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
8,655
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
3.96
ac.
(on -site and off -site drainage to the basin)
Impervious Area
2.78
ac.
(on -site and off -site drainage to the basin)
j volumes
' Permanent Pool Volume
22.046
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
10,994
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
4,505
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DAi 0.0502 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.5 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1 in.
Design TSS Removal 2 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page I of

Footnotes:
I When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
H. REQUIRED ITEMS CHECKLIST
'The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
AI/q
als
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20°/u of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
It. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-of-
way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
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) 0 does.does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does$ does not incorporate pretreatment other than a forebay.
Form S W U-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
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 3.75 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 31.0
Sediment Re oval El. 28.75
Sediment Removal Elevation 27.25 + 75%
Bottom Ele anon 28
--------------------------------------
Bottom Elevation 26 25%/
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
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.
Print Name: Mr Gene Walden
Title: Assistant Vice President
Address: Pike Electic Inc P.O. Box 868, Mt. Airy, NC 27030
Phone: [phone]
Signature:
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, Sabrina B. Babson , a Notary Public for the State of North Carolina
County of Brunswick , do hereby certify that
personally appeared before me this day of ( ok" and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires October 27, 2008
Form S W U-102 Rev 3.99 Page 4 of 4

r
State Stormwater Management Systems
Permit No. SW8 040130
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
Gene Walden, Pike Electric, Inc.
Pike Electric
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 May 7, 2014, 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 on page 3 of this permit, the Project Data Sheet. The
stormwater control has been designed to handle the runoff from 121,188 square
feet of impervious area. This pond must be operated with a vegetated filter.
The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system. A permit
modification must be submitted and approved prior to the construction of
additional built -upon area from outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 040130
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Pike Electric
Permit Number:
SW8 040130
Location:
Brunswick County
Applicant:
Mr. Gene Walden, Assistant Vice President
Mailing Address:
Pike Electric, Inc.
PO Box 868
Mt. Airy, NC 27030
Application Date:
May 7, 2004
Receiving Stream/River Basin:
Doe Creek / Lumber
Stream Index Number:
LBR59 15-25-1-13
Classification of Water Body:
"C Sw HQW"
Drainage Area, 9cres:
3.96
Onsite, ft :
172,352
Offsite, ft2:
0
Total Impervious Surfaces, ftz:
121,188
Pond Design Depth, feet:
5:0
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
31.0
Surface Area at Permanent Pool, ft2:
8,655
Permitted Storage Volume, ft3:
10,994
Temporary Storage Elevation, FMSL:
32.17
Controlling Orifice:
1.5"0 pipe (drawdown in 2-5 days)
Permitted Forebay Volume, ft3:
4,505
3

r'
State Stormwater Management Systems
Permit No. SW8 040130
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
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.
4

State Stormwater Management Systems
Permit No. SW8 040130
9. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. An access/maintenance easement to the
stormwater facilities shall be granted in favor of the permittee if access to the
stormwater facilities will be restricted by the sale or lease of any portion of the
property.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction. If the proposed
BUA exceeds the amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
12.. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted
system.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.

State Stormwater Management Systems
Permit No. SW8 040130
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 7th day of May, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.,U„ ... , ,,,
Division of Water Quality
By Authority of the Environmental Management Commission
6

BRUNSWICK COUNTY STORM WATER PERMIT
(Form SW-010)
Development Pike. FlPctric
Owner or Contact Person Pike Electric Inc
Address P.O. Box 868
Date Issued: 1 / U
This permit is provided under tine Bru swick County Storm Water Ordinance and
covers construction activities as submitted on the Storm Water Management Plan and
accompanying drawings, calculations and other documentation for the period ending
/ 114 /U,; (1 year from date issued).
Inspection Requirement
Each structural component (Best Management Practice or BMP) constructed under this
permit requires a final, as -built inspection prior to the use of the property as described
in the Storm Water Management Plan. You must call the Brunswick County Storm
Water Administrator's office to schedule that inspection. Failure to arrange for the
required inspection prior to beginning the intended use of the property shall void this
permit.
�4A-5 /<li[_ Fog A
No Modifications
There shall be no modifications to the drainage patterns, structures, operation and
maintenance, or other features approved in the Storm Water Management Plan without
the prior approval of the Storm Water Administrator.
Additional Requirements
Additional requirements. conditions, variances, and approvals are included as part of
this permit as attached and here referenced:
Please keep a copy of this Storm Water Permit at your site. This permit does not
supersede any other permit requirements or approvals required for you development.
Your cooperation is appreciated. ECFIXIEFJ
Sincerely, AUG 13 2013
�Zr.✓� % (�2�
BY: —
Brunswick County Storm Water Administrator or Representative
Official Use Only: Storm Water Permit No. 2—Oo4 - r)On I _� 5 Date

DETENTION POND ANALYSIS FILE NAME: G:\DATA\WPDATA\WQS\POND\040130.WK1
PROJECT#: SW8 040130 REVIEWER: L. Lewis
PROJECT NAME: Pike Electric
DATE: 06-May-04
Receiving Stream: Doe Creek Class: C Sw HQW
Drainage Basin: Lumber Index No. LBR59 15-25-1-13
Site Area 7.28 acres
Drainage Area square feet Area = 3.96 acres
IMPERVIOUS AREAS
Rational C
Buildings 4360.00 square feet
Parking 116828.00 square feet
square feet
square feet
square feet
square feet
TOTAL 121188_square feet Rational Cc= 0.06
SURFACE AREA CALCULATION
% IMPERVIOUS 70.31%
Des. Depth 5
TSS: 90
SA/DA Ratio 5.02%
Req. SA 8656 sf
Prov. SA sf
VOLUME CALCULATION place a "'I" in the box if Rational is used
Rational ?*
Des. Storm
1.00
inches
Rv=
0.68
Bottom
26 msl
Perm. Pool
msl
Design Pool
32.17 msl
Design SA
10139 sf
Req. Volume
4-1,980t
cf
Prov. Volume
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
Z9T;T4-T-'yj
Perm. Pool Volume= 22046
Req. Forebay Volume= 4409.2
Provided Volume= 4505.00
0 1
Percent= F-T. '11-7::::20.4%
SA@
Elevation=
Q2 Area =
Q5 Area =
Orifice Area
Q=
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines
in
2.28 sq. in.
0.91 sq. in.
1.77 sq. in.
0.044 cfs
x F777
V

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post 01fice Box2469
Office: 910,754.8029 Shallolle, NC 28459
tWuy 6. 2004
Ms. Linda Lewis
WC tter Qualiq� Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilinington, North Carolina 28 405-38=45
Subject: Pike Electric, SW8 040130
Brunswick County
Plan Revision
Dear Ms. Lewis:
Here is the revised plan with the wetland table reinserted. Please replace this plan with the one submitted on
Alas 3, 2004,
If you have any question or require any additional information, please contact our office.
Sincerely,
Elizabeth .A4. Nelson, El
Enclosures
copy: rile: 0571 (Pike Electic)

Y East Coast 0 3 2004
Engineering Company, P.A. LIMIAY
4918 Ma' Street
Fax: [phone] Consulting Engineers - ffirt@ x 2469
Office: 910.754.8029 Shallotte, 28459
UUMS lhl1
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Pike Electric, SW8 040130
Brunswick County
Additional Information
Dear Ms. Lewis:
In response to several emails received from your office, enclosed is the additional information you requested.
1. Land Management Group, Inc. of Wilmington, N.C, has delineated the wetlands within the project
boundary. Tompkins Land Surveying surveyed the wetlands as delineated. The wedand limit is shown
on the enclosed revised Sheet 2 of 2 of the plans.
2. The SA/DA value has been modified. This has affected the pond calculations and the permanent pool
dimensions. The revised pond calculations are enclosed, and the permanent pool dimensions have been
revised on Sheet 2 of 2 of the plans. Sheet 1 of 4 of the Wet Detention Basin Supplement has been
revised to reflect the modified numbers, and is enclosed.
3. The sediment removal elevation on page 3 of 4 of the Wet Detention Basin Supplement has been
revised, and is enclosed.
If you have any question or require any additional information, please contact our office.
Sincerely, ,%%
6 4&Ot •y,//� �% /l-!f ZIW44
Elizabeth M. Nelson, EI
Enclosures
copy: Mr. Gene Walden
File: 0571 (Pike Electic)

Pike Electric
Revised Calculations
Hydrologic and Hydraulic Calculations
May2004 RECEIVED
MAY 0 3 2004
nwQ
PROJ # SNYO 4c)I 30
Prepared by:
40
East Coast
Engineering Company, P.A.
Consulting Engineers
Shallotte, North Carolina 28459
Post Office Box 2469 4918 Main Street
Office: 910.754.8029

r Pike Electric East Coast Engineering Company, PA
Forebay Calculations EMN
TOTAL POND VOLUME at PERMANENT POOL
BEFORE FOREBAY DESIGNED (FOR ESTIMATION PURPOSES)
5' depth, 6:1 slope for 10', then 3:1 slope
ELEVATION
FT MSL
SURFACE
AREA SF
INCREMENTAL
VOLUME CF
ACCUMULATIVE
VOLUME CF
26
1694
2129
2129
27
2564
3035
5164
28
3505
4005
9169
29
4505
5401
14570
30
6297
7476
22046
31
8655
20% OF PERMANENT POOL VOLUME = 4409.100
FOREBAY VOLUME at PERMANENT POOL
2:1 slope
ELEVATION
FT MSL
SURFACE
AREA SF
INCREMENTAL
VOLUME CF
ACCUMULATIVE
VOLUME CF
28
1071
1207
1207
29
1342
1492
2699
30
1642
1806
4505
31
1970
RECEI�IED
MAY 0 3 2004
DWQ
PROJ #
Revision 5/3/2004

Pike Electric
Pond Calculations
East Coast Engineering Company, PA
EMN
Drainage Area (DA) =
172,352 sf or
3.96 ac
Impervious Area IA =
121188 sf
2.78 ac
Percent Impervious 1
IA/DA
0.703 or
70.3%
SAIDA; 90% TSS
no vegetative filter re 'd
Pond Depth = 5
0.0502 or
5.02%
Min. re d SA @ PP
SA/DA x DA
8,652.07 sf
Min. req'd storage volume
Rv = 0.05 + (0.009 x 1) = 0.683
Volume = 1 in x 1 ft / 12 in x Rv x DA
9,807.23 cf
SA provided @ PP
Pond Elev = 31
53.5' x 165.5' w/ 15.25' radii
8,655 sf
Enough SAprovided?
YES
Min. storage depth red
Min. storage volume / SA
provided @ PP
1.13 ft
Storage depth set at
1.17 ft
Elevation oftemporary pool
32.17 ft
SA @ Temporarypool
10,139 sf
Storage volume provided
Average of SA @ temp. pool
& PP x storage depth
10,994.49 cf
n..01-4 ai-in�
Q - 2 day drawdown time
Min. re 'd storage volume x 1 in. / 2 days)
0.057 cfs
Q - 5 day drawdown time
Min. re 'd storage volume x 1 in. / 5 days)
0.023 cfs
Height
h 1/2 Min. Storage Depth)
0.6 ft
CO
Constant
0.6
Required Area for 0-2
A = Q/(C x (2gh)'122.22
in
Required Area for Q-5
A = Q/ C x 2 h ' 2
0.89 in
Orifice Chosen
1.50 in
CHECK
Area Provided by Orifice Chosen
A = nrz
1.77 in
Area Provided by Orifice Chosen
0.012
The Average head
h = 1/2(Temporary Pool depth - 1/2 orifice diameter
6.645 in
The Average head
0.554 ft
Q provided
Q = Ca(2 h)112
0.044 cfs OK
RECEIVED
MAY 0 3 2004
DWQ
PROJ #
Revision Date 5/3/2004

PP6L 3 aF 3

RE: Pike Electric S\V8 040130
Subject: RE: Pike Electric SW8 040130
From: "Elizabeth Nelson" <[e-mail]>
Date: Tue, 30 Mar 2004 13:21:02 -0500
To: "Linda Lewis" <[e-mail]>
CC: "Alan C. Lewis" <[e-mail]>
Linda:
We have noticed with our last couple of applications, that your office has
been asking for more than the owner's determination. I will contact the
owner to determine their basis, and get back with you.
Elizabeth
-----Original Message -----
From: Linda Lewis [ mai Ito: Linda. Lewis @ncmail.net3
Sent: Tuesday, March30, 2004 12:42 PM
To: Elizabeth Nelson
Subject: Pike Electric SW8 040130
Elizabeth
My only concern with this application is the wetlands statement. Is the
owner qualified to make the determination that no wetlands exist, or
does he have some documentation? Has anyone from DWQ or the Corps or a
private firm done a delineation?
The call on the presence or absence of wetlands should be made only by a
person with the right background and experience to know what is and
isn't a wetland. This project's proximity to "Sam Varnams Branch" raises
a concern for the potential presence of wetlands.
Linda
r
1 of 1 3/30/2004 2:47 PM

Re: 040130
Subject: Re: 040130
From: Linda Lewis <[e-mail]>
Date: Tue, 30 Mar 2004 14:47:14 -0500
To: Elizabeth Nelson <[e-mail]>
Elizabeth:
I do need revised calculations since I can't approve a design that is deficient,
albeit a small amount.
You don't need to move the contours, but please revise the permanent pool
dimensions so that sufficient surface area will be provided.
Linda
Elizabeth Nelson wrote:
I Linda:
I have looked at the calculations, and if I round to the nearest loth as you
request, my permanent pool contour will need to be offset by 0.25 feet to
gain the 100 square feet, which will in turn offset each proposed contour
0.25 feet. Do you need revised calculations and a revised grading plan to
proceed?
Elizabeth
-----Original Message -----
From: Linda Lewis [ mailto: Linda. [e-mail]]
Sent: Tuesday, March 30, 2004 12:52 PM
To: Elizabeth Nelson
Subject: 040130
Elizabeth:
One more thing- the percent impervious comes out at 70.3%. You used 70%
to figure the SA/DA ratio and Rv factor, which is causing a slight
deficiency (about 100 square feet) in the surface area. Can you tweak
the design a little so that there is no deficiency?
Linda
1 of 1 3/30/2004 2:48 PM

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
-
�,�'
January 22, 2004
1�
4CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
NOTICE OF RECEIPT OF EROSION & SEDIMENTATION CONTROL PLAN
Pike Electric, Inc.
Mr. Gene Walden, Assistant Vice President
P.O. Box 868
Mt Airy NC 27030
Dear Mr. Walden:
This office has received a soil erosion and sedimentation control plan for the project listed below which was
submitted as required by the North Carolina Sedimentation Pollution Control Act INCGS 113A-57(4)).
Please be advised that this 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 said land disturbing activity (NCGS 113A-
54(d)(4)). The act further states that this plan must be filed a minimum of 30 days prior to the activity and the
approving authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30 day period will be deemed approval of the 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.
A copy of any erosion and sediment control plan which could involve the utilization of ditches for the purpose
of dewatering or lowering the water table is forwarded by this office to the Division of Water Quality (DWQ). It is
suggested that you contact the Division of Water Quality at [phone] if the ditches shown on your plan will
lower the water table.
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,
A�
Kevin R. Rowland
Environmental Technician
KRR:bfr
cc: David B. Bowman; East Coast Engineering
WiRO-LQS
PROJECT NAME:
Pike Electric
PROJECT NUMBER:
Bruns-2004-199
LOCATION:
US 17 - Brunswick County
RIVER BASIN:
Lumber
SUBMITTED BY:
East Coast Engineering
DATE RECEIVED BY LQS:
January 22, 2004
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

East Coast
Engineering Company, P.A.
Fax: [phone] Consulting Engineers
Office 910.754.8029
January 21, 2004
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845 \
Subject: Pike Electric
Brunswick County
High Density Project
Dear Ms. Lewis:
4918 Main Strcrt
Post Office Box 2469
Shallotte, NC 28459
JA N 2 2 Z004
_LYE/ � o
Enclosed for your review and approval is a submittal package for a substation for Pike Electric in Brunswick
County.
For your ease of reference, the following presents the various components of the enclosed submittal package:
1. One original and one copy of the Stormwater Management Permit Appkeation Dorm.
2. One original and one copy of the Wet Detention Basin Supplement to the Stornwatcr Plan.
3. Two sets of plans, sheets 1 and 2.
4. A Project Narrative, sheet 1 of 1.
5. Design Calculations, sheets 1-3.
6. A check in the amount of $420 to cover the required modification/application fee.
If you have any question or require any additional information, please do not hesitate to contact our office.
Sincerely,
Elizabeth M. Nelson, El
Enclosures
copy: Mr. Gene Walden
File: 0571 (Pike Electic)

EAST COAST ENGINEERING CO., P. A.
[phone]
P.O. BOX 2469
4918 MAIN ST.
SHALLOTTE NC 28459
PAY
TO THE
5242
DATE_
/ —'�) I _(31 i / 67-7235-2532
_DOLLARS 8 �=v—
COASTAL FEDERAL BANK U
SHIALLLO"E, NC 28470
FOR 9 rC7-CeV-(J�L'LJ

East Coast
Engineering Company, P.A.
4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 q Shallotle, NC 28459
PROJECT NARRATIVE
Pike Electric is proposing to develop property on US 17, approximately 1.75 miles south of NC
211. The property has an existing residence and two existing storage buildings. According to the
Brunswick County tax records, the existing residence was constructed in 1967.
Pike Electric proposes the addition of a gravel area for parking and the storage of heavy equipment.
Stormwater will be directed to a proposed on -site wet detention basin that is designed to treat the
first one -inch of runoff.
The total area of disturbance for the project is 4.8 acres. Temporary silt fencing and a construction
entrance should be sufficient to prevent any significant amounts of sediment from leaving the site.
These measures shall be inspected regularly, and the accumulated sediment removed to prevent the
conveyance of sediment to any off -site areas.
The primary permanent erosion control measures that will remain after the temporary measures are
removed will be permanent grassing and gravel.