SW7100113_APPROVED PLANS_20210512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW 7zzm//3
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
(� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
May 12, 2021
Albemarle Electric Membership Corporation
Attention: Gary Ray, Executive VP and General Manager
159 Creek Drive
Hertford, NC 27944
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7100113
Albemarle EMC — Winfall. NC
Perquimans County
Dear Mr. Ray:
WA R-"�)
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7100113 for a stormwater treatment system consisting of a wet
detention basin and a constructed wetland serving the Albemarle EMC located on
Creek Drive in Winfall, NC expires on December 31, 2021. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Also, it was noted in the file review that a designer's certification that the
project was constructed in accordance with the approved plans as required by the
permit has not been submitted. Please include this with your application. Permit
application forms for renewal can be found on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-program/post-construction-2. North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roger.thorpe(a,ncdenr.gov.
Sincerely, _
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
rvoam cnouw ..//
252.946.6481

Stormwater Management Narrative
Albemarle Electric Membership Corporation in Winfall, NC
The proposed development consists of anew 0.41-mile access roadway, 22,620 square foot office, 38,771
square foot warehouse, 3.92 acre fenced gravel yard, and associated parking. The 38.5-acre site is located
at the intersection of US Highway 17 bypass and Creek Drive in the town of Winfall, Perquimans County,
North Carolina. The site is currently wooded and there are no existing structures. There is a 0.8-acre
wetland area that has been delineated by JH Carter and Associates, and was accepted by USACE on
January 15, 2009 (Action ID: SAW-2009-00102). The topography of the site is relatively flat, with a few
areas of steeper slopes near the wetlands and the southwestern property boundary. A portion of the
southwestern boundary is within the flood zone, however no development is proposed in this area.
The developed site will consist of two main drainage areas. The stormwater runoff will be managed by
installation of two permanent BMP structures. Runoff will be conveyed to the ponds through gently
sloped grassed ditches. The stormwater management measures have been designed to meet the new 2008
coastal stormwater requirements, which includes 85% TSS removal, control and treatment of the first 1.5"
of rain, discharge at less than or equal to predevelopment rates for the one year storm, and a 2-5 day
drawdown time of the storage volume.
The first pond is a 32,500 square foot wet detention basin with a drainage area of 12.2 acres (55%
impervious). The pond collects a majority of the runoff from the gravel yard area and the roof drainage.
The wet detention pond incorporates two forebays, a vegetated shelf, baffles to increase flow length, and
an outlet structure to release treated water at the 1-year, 24-hour predevelopment rate. Because the site
does not allow for an emergency overflow, the outlet structure is designed to pass the 100-year storm
event. The pool elevation of this pond is roughly 4.5 feet lower than the seasonally high water table.
There are two existing drainage ways less than 200 feet from the pond with bottom elevations more than 2
feet lower than the pool elevation, therefore no adverse impacts are expected from the low pool elevation.
The second pond is a 4,500 square foot stormwater wetlands basin with a drainage area of 0.6 Acres
(58.3% impervious). Most of the runoff draining to this pond is from the front asphalt parking lot. The
pond incorporates two forebays, a deep pool by the outlet, shallow land and shallow water areas, wetland
plantings, temporary storage volume, and an overflow outlet structure. The overflow structure discharges
into the proposed roadside ditch.

NCDENR���
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 2, 2010
Mr. Bradley V. Furr, Executive VP & General Manger
Albemarle Electric Membership Corporation
159 Creek Drive
Hertford, NC 27944
Subject: Stormwater Permit No. SW7100113
Albemarle Electric Membership Corporation - Winfall
Overall Low Density Project with areas of High Density
Dear Mr. Furr: Perquimans County
The Washington Regional Office received a complete Stormwater Management Permit Application for
Albemarle Electric Membership Corporation in Winfall on June 18, 2010. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7100113, dated July 2, 2010, for the construction of the project. This project is overall
low density with two areas of higher density which are treated by a wet detention basin and a
constructed wetland. //
i�I3/l�—f
This permit shall be effective from the date of issuance until July 2, 2020, 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 adfudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
Sincerely,
Regional Supervisor
Surface Water Protection Section
AH/sv: K:\SAV\STORMWATER\PERMIT\SW7100113
cc: Bill Dreitzler, PE — MS Consultants, Inc.
Perquimans County Inspections
Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: wwvv.nmaterqualiIy.org Ore
943 Washington Square Mall Phone: [phone] FAX: [phone] North Carolina
Washington. INC 27889 FAX: [phone]
An Equal ODDonununiiy 1 ABumalive Anion Employer yer bl L

Permit No. SW7100113
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Albemarle Electric Membership Corporation
for Albemarle Electric Membership Corporation - Winfall
at Hwy 17 Bypass & Creek Drive, Winfall, Perquimans County
FOR THE
construction, operation and maintenance of one wet detention pond and one constructed wetland in
compliance with the provisions of Session Law 2008-211 and 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 July 2, 2020 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.
The overall tract built -upon area percentage for the project must be maintained at 24% per the
requirements of Session Law 2008-211 and Section .1005 of the stormwater rules. This
project is permitted with three drainage areas and a maximum of 352,735 square feet of
impervious area, of which only 40,793 square feet are not collected in one of the two
engineered treatment systems.
3. Within the low density portions of the permitted project, the only runoff conveyance systems
allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V)
as defined in the stormwater rules and as shown on the approved plan.
4. The stormwater systems proposed to treat the runoff generated by the designated high density
areas have been approved for the management of stormwater runoff as described on page 3
of this permit.
5. The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system(s) as shown on the approved plans.
Page 2 of 9

Permit No. SW7100113
6. If a lot or tract of land is subdivided out of the originally permitted 38.50 acre project area and
whose ownership is not retained by the permittee, the new owner must submit a separate
Offsite Stormwater Management Permit application package to the Division of Water Quality
and receive a permit prior to any construction on the subdivided lot or tract of land.
The built -upon areas associated with this project shall be located at least 50 feet landward of
all perennial and intermittent surface waters.
The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times.
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP ft2:
In. Permitted Storage Volume, ftJ:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
11.96
296,257
3.41
90%
1.50
3.50
32,442
79,512 at temporary pool
5.60
2 — 1.75"0 pipes
100,658
19,001
1/3 hp
Perquimans river / Pasquotank
30-6—(3)
"Sc.,
The following design criteria have been provided in the constructed wetland system and must
be maintained at design condition:
a. Drainage Area, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Permanent Pool (PP)Elevation, FMSL:
e. Shallow Water (PP) Surface Area, ft2:
f. Temporary Pool (TP) Elevation, FnSL
g. Shallow Land (TP) Surface Area, ft
h. Required Storage Volume, ft2:
i. Permitted Storage Volume, ft3:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
26,926
15,685
1.50
10.00
1,475
11.00
1,506
3,670
3,781
0.75"0 pipe
455
Mill Creek / Pasquotank
30-6-5—(1)
"SC"
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system without
submitting a revision or modification to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the maximum allowed by this permit.
Page 3 of 9

,.y. - may.,..,.,.
yPermit No. SW7100113
3. 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.
4. The stormwater management system(s) shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
5. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon 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.
6. The permittee shall submit for approval, final site layout and grading plans for any permitted
future development areas shown on the approved plans, prior to construction.
7. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
9. 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.
10. 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.
11. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
12. Records of maintenance activities must be kept by the permittee. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
Page 4 of 9

Permit No. SW7100113
13. The permittee shall submit to the Division of Water Quality an annual summary report of the
maintenance and inspection records for each BMP. The report shall summarize the inspection
dates, results of the inspections, and the maintenance work performed at each inspection.
14. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7100113, as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Water Quality.
f. A stormwater management system must be designed and permitted through the
Division of Water Quality before construction of any future development.
g. The owner of each lot, whose ownership is not retained by the permittee, is required to
submit a separate Offsite Stormwater Management Permit application package to the
Division of Water Quality and receive a permit prior to construction.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. The project and each lot will maintain a 50 foot wide vegetated buffer between all
impervious areas and surface wates..
16. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
18. Decorative spray fountain(s) will be allowed in the wet detention basin 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 1/3.
19. A decorative spray fountain shall not be allowed in the constructed wetland system.
20. If permeable pavement credit is desired, the permittee must submit a request to modify the
permit to incorporate such language as required by the Division of Water Quality. The request
to modify must include a soils report identifying the type of soil, the Seasonal High Water Table
elevation and the infiltration rate. Upon the successful completion of a permit modification, the
Page 5 of 9

�kakc . kviinvvaici maiaycn.cui vyoLcmo
Permit No. SW7100113
individual lot owners that request to utilize permeable pavements must submit the necessary
forms and documentation to the permittee and receive approval prior to construction of the
permeable pavement.
21. A copy of the approved plans and specifications shall be maintained on file by the Permittee at
all times.
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 completed
Name/Ownership Change form signed by both parties, to the Division of Water Quality,
accompanied by the supporting documentation as listed on page 2 of the form. The approval of
this request will be considered on its merits and may or may not be approved.
The permittee is responsible for compliance with all permit conditions until such time as the
Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems.
6. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The permit
may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and re -issuance or termination does not stay any permit
condition.
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.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws,
rules and regulations contained in Session Law 2008-211, Title 15A NCAC 21-1.1000, and
NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
Page 6 of 9

Permit No. SW7100113
12, This permit shall be effective from the date
permit renewal shall be submitted 180 days
be accompanied by the processing fee.
Permit issued this the 2"d day of July, 2010.
of issuance until July 2, 2020. Application for
prior to the expiration date of this permit and must
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7100113
Page 7 of 9

ovate aiormwater management Systems
Permit No. SW7100113
Albemarle Electric Membership Corporation - Winfall Page 1 of 2
Stormwater Permit No. SW7100113
Perouimans County
Designer's Certification
1, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

Permit No. SW7100113
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/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, a forebay, and
the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Perquimans County Building Inspections
Page 9 of 9

ei1,
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
July 2, 2010
Mr. Bradley V. Furr, Executive VP & General Manger
Albemarle Electric Membership Corporation
159 Creek Drive /
Hertford, NC 27944 Sct %tent�a� 8(9 (��
Subject: Stormwater Permit No. SW7100113
Albemarle Electric Membership Corporation - Winfall
Overall Low Density Project with areas of High Density
Perquimans County
Dear Mr. Furr:
The Washington Regional Office received a complete Stormwater Management Permit Application for
Albemarle Electric Membership Corporation in Winfall on June 18, 2010. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW7100113, dated July 2, 2010, for the construction of the project. This project is overall
low density with two areas of higher density which are treated by a wet detention basin and a
constructed wetland.
Izl3�lI
This permit shall be effective from the date of issuance until July 2, 2020, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact Scott
Vinson, or me at [phone].
Sincerely,
AI H cl
Regional Supervisor
Surface Water Protection Section
AH/sv: K:\SAV\STORMWATER\PERMIT\SW7100113
cc: Bill Dreitzler, PE — MS Consultants, Inc.
Perquimans County Inspections
Washington Regional Office
Central Files
Noah Carolina Division of Water Quality Intemet: wwr,.nmaterouality.org 7�TQltc 1
943 Washington Square Mall Phone: [phone] FAX: [phone] y. � ortI L. l Caro l l n a
Washington, NC 27669 FAX: [phone] Na 11u affil
An Equal Opportunity 1 ARmalive rtAction Employer �

r management oystems
Permit No. SW7100113
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Albemarle Electric Membership Corporation
for Albemarle Electric Membership Corporation - Winfall
at Hwy 17 Bypass & Creek Drive, Winfall, Perquimans County
FOR THE
construction, operation and maintenance of one wet detention pond and one constructed wetland in
compliance with the provisions of Session Law 2008-211 and 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 July 2, 2020 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. The overall tract built -upon area percentage for the project must be maintained at 24% per the
requirements of Session Law 2008-211 and Section .1005 of the stormwater rules. This
project is permitted with three drainage areas and a maximum of 352,735 square feet of
impervious area, of which only 40,793 square feet are not collected in one of the two
engineered treatment systems.
3. Within the low density portions of the permitted project, the only runoff conveyance systems
allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V)
as defined in the stormwater rules and as shown on the approved plan.
4. The stormwater systems proposed to treat the runoff generated by the designated high density
areas have been approved for the management of stormwater runoff as described on page 3
of this permit.
5. The runoff from all built -upon area within the permitted drainage area(s) of this project must be
directed into the permitted stormwater control system(s) as shown on the approved plans.
Page 2 of 9

Hermit No. SW/100113
(.3
If a lot or tract of land is subdivided out of the originally permitted 38.50 acre project area and
whose ownership is not retained by the permittee, the new owner must submit a separate
Offsite Stormwater Management Permit application package to the Division of Water Quality
and receive a permit prior to any construction on the subdivided lot or tract of land.
The built -upon areas associated with this project shall be located at least 50 feet landward of
all perennial and intermittent surface waters.
The following design elements have been permitted for this wet detention pond stormwater
facility, and must be provided in the system at all times.
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP ft2:
h. Permitted Storage Volume, ftJ:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
11.96
296,257
3.41
90%
1.50
3.50
32,442
79,512 at temporary pool
5.60
2 — 1.75"0 pipes
100,658
19,001
1/3 hp
Perquimans river / Pasquotank
30-6—(3)
"SC"
The following design criteria have been provided in the constructed wetland system and must
be maintained at design condition:
a. Drainage Area, ftZ:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Permanent Pool (PP)Elevation, FMSL:
e. Shallow Water (PP) Surface Area, ft2:
f. Temporary Pool (TP) Elevation, FNJ2SL:
g. Shallow Land (TP) Surface Area, ft
h. Required Storage Volume, ft2:
i. Permitted Storage Volume, ft3:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
26,926
15,685
1.50
10.00
1,475
11.00
1,506
3,670
3,781
0.75"0 pipe
455
Mill Creek / Pasquotank
30-6-5—(1)
"SC"
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system without
submitting a revision or modification to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
project does not exceed the maximum allowed by this permit.
Page 3 of 9

State stormwater management systems
Permit No. SW7100113
3. 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.
4. The stormwater management system(s) shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon 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.
6. The permittee shall submit for approval, final site layout and grading plans for any permitted
future development areas shown on the approved plans, prior to construction.
7. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
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.
10. 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.
11. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans.
f.. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
12. Records of maintenance activities must be kept by the permittee. The records will indicate the
date, activity, name of person performing. the work and what actions were taken.
Page 4 of 9

Permit No. SW7100113
13. The permittee shall submit to the Division of Water Quality an annual summary report of the
maintenance and inspection records for each BMP. The report shall summarize the inspection
dates, results of the inspections, and the maintenance work performed at each inspection.
14. This permit shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW7100113, as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Water Quality.
f. A stormwater management system must be designed and permitted through the
Division of Water Quality before construction of any future development.
g. The owner of each lot, whose ownership is not retained by the permittee, is required to
submit a separate Offsite Stormwater Management Permit application package to the
Division of Water Quality and receive a permit prior to construction.
h. Built -upon area in excess of the permitted amount will require a permit modification.
i. The project and each lot will maintain a 50 foot wide vegetated buffer between all
impervious areas and surface wates..
16. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of
the date of recording the plat, and prior to selling lots. The recorded copy must contain all of
the statements above, the signature of the Permittee, the deed book number and page, and
the stamp/signature of the Register of Deeds.
17. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ personnel.
The facility must be in compliance with all permit conditions. Any items not in compliance must
be repaired or replaced to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
18. Decorative spray fountain(s) will be allowed in the wet detention basin 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 1/3.
19. A decorative spray fountain shall not be allowed in the constructed wetland system.
20. If permeable pavement credit is desired, the permittee must submit a request to modify the
permit to incorporate such language as required by the Division of Water Quality. The request
to modify must include a soils report identifying the type of soil, the Seasonal High Water Table
elevation and the infiltration rate. Upon the successful completion of a permit modification, the
Page 5 of 9

State Stormwater Management Systems
Permit No. SW7100113
individual lot owners that request to utilize permeable pavements must submit the necessary
forms and documentation to the permittee and receive approval prior to construction of the
permeable pavement.
21. A copy of the approved plans and specifications shall be maintained on file by the Permittee at
all times.
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 completed
Name/Ownership Change form signed by both parties, to the Division of Water Quality,
accompanied by the supporting documentation as listed on page 2 of the forni. The approval of
this request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as the
Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems.
6. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
7. The permit issued shall continue in force and effect until revoked or terminated. The permit
may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and re -issuance or termination does not stay any permit
condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws,
rules and regulations contained in Session Law 2008-211, Title 15A NCAC 21-1.1000, and
NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
Page 6 of 9

Permit No. SW7100113
12. This permit shall be effective from the date of issuance until July 2, 2020. Application for
permit renewal shall be submitted 180 days prior to the expiration date of this permit and must
be accompanied by the processing fee.
Permit issued this the 2"d day of July, 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Jor Goleen H. SUllins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7100113
Page 7 of 9

State Stormwater Management Systems
Permit No. SW7100113
Albemarle Electric Membership Corporation - Winfall Page 1 of 2
Stormwater Permit No. SW7100113
Perpuimans 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 a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

Permit No. SW7100113
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains
to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/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, a forebay, and
the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Perquimans County Building Inspections
Page 9 of 9

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules.
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
El Other WQ M t Plan: S a 5 '
State of North Carolina _
Department of Environment and Natural Resources n F
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM JAN 2 S 2010
This form may be photocopied for use as an original
I. GENERAL INFORMATION I�
W 1
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.): (!�
Albemarle Electric Membership Corporation
2. Location of Project (street address):
Highway 17 Bypass & Creek Drive
City: Winfall County: Perquimans Zip: 27985
3. Directions to project (from nearest major intersection):
The project is located at the southwestern quadrant of the intersection of Highway 17 Bypass and Creek
Drive in Winfall, NC
4. Latitude:36° 12' 03" N Longitude:76° 2702" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's
certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DWQ requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 14.6 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts 2797 SF Wetlands
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit
Number, issue date and the type of each permit:
Form SWU-101 Version 07July2009
P@NUMMY
JAN 1 4 2010
Page 1 of DENR-WATER DUVM
WETIAt1D.SMD STORMWATER BRANCH

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Albemarle Electric Membership Corporation
Signing Official & Title: Bradley V. Furr, Executive Vice President & General Manager
b.Contact information for person listed in item I above:
Street Address: 159 Creek Drive
City: Hertford State: NC Zip: 27944
Mailing Address (if applicable): P.O. Box 69
City: Hertford State: NC Zip: 27944
Phone: ( 252 ) 426-5735 Fax: ( 252 ) 426-8270
Email: [e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a
and 2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( 1
State:
Fax:
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: S
Form SWU-101 Version 07July2009 Page 2 of 7

Phone: ( ) Fax: ( 1
Email:
4. Local jurisdiction for building permits: Town of Winfall / Perquimans County
Point of Contact: Izell Jackson
IV. PROJECT INFORMATION
Phone #: ( 252 ) 426-8283
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The majority of the stormwater runoff will be treated by the large wet detention pond. The remaining
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the roject has been designed in accordance with:
® Coastal SW -1995 Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Pasguotank River basin.
4. Total Property Area: 38.5 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: 0.8 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 37.7 acres
Total project area shall be calculated to exclude the followingg the normal pool of impounded strictures, the area
between the area
of streams and rivers, the area below the Nornal Higgh Water (NHW) line or Mean HiSh Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 21 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each
area provided in the same format as below.
a•
i�'. `' 7
u
Form SWU-101 Version 07July2009 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
Receiving Stream Name
Perquimans
River
Mills Creek
Untreated
IL, Oe ii
x
Stream Class
SC
SC
Sc
Stream Index Number *
30-6-(3)
30-6-5-(1)
Both
Total Drainage Area (so
521132 c II,J
26926 <0.0
c 1131110
�593 c
On -site Drainage Area (sf)
1 521132
26926
1131110
Off -site Drainage Area (so
0
0
0
Proposed Imervious Area** (so
296257
15685
40793
% Impervious Area** total
56.9
58.3
3.6
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (so
61391
0
0
On -site Streets (so
20228
2686
37845
On -site Parking (so
34533
12159
0
On -site Sidewalks (so
5060
940
0
Other on -site (so
175045
0
0
,
Future (so
0
0
0
Off -site (so
0
0
2940RO,r
WQ
Existing BUA*** (so
0
0
0
Total (so:
296257
15685
40793 =
3Sa 135-
T+-4
3�` SSA
n�
ED
Stream Class and Index Number can be determined at: http:/17t2o.enr.state.nc.us/bims/reports/reportsM.htnd 'd• 004c
"* Imperoious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, :E Y9
sidewalks, gravel areas, etc.
** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NC.4C 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhtty://h2o.enr.state.nc.us/su/bmD forms.htm.
V1. SUBMITTAL REQUIREMENTS
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. A detailed application instruction sheet and BMP
checklists are available from htW://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at httl2://h2o.enr.state.nc.us/su/­msi mans.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from hU://h2o.enr.state.nc.us/su/bmp forms.htm.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07July2009 Page 4 of 7

and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) n
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for nJ S R
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the _
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations. N 5
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: N S
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). w'` n
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify /j_
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to venfy the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 359 Page No: 802 N _u
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
httl2://www.secretary.state.nc.us/Corporations/CSearch.asl2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://h2o.enr.state.nc.us/su/bml2 forms.htm#deed restrictions. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07Ju1y2009 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: William (Bill) W. Dreitzler, P.E.
Consulting
Mailing Address: 500 iackson Street
City: Roanoke Rapids
Phone: (252 ) 519-2135
Email:—[e-mail]
State: NC Zip: 27850
Fax: ( 252 ) 519-2137
IX. PROPERTY OWNER AUTHORIZATION (if Contact Infonnation, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item 1b) to develop the project as currently proposed. A copy
of the lease agreement or pending property sales contract has been provided with the submittal, which indicates
the party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my
designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or
defaults on their lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater
permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DWQ
immediately and subnut a completed Name/Ownership Change Form within 30 days; otherwise I will be
operating a stormwater treatment facility without a valid permit. I understand that the operation of a
stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may
result in appropriate enforcement action including the assessment of civil penalties of up to $25,000 per day,
pursuant to NCGS 143-215.6.
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07July2009 Page 6 of 7

X. APPLICANT'S CERTIFICATION
1, (print or hjpe name of person listed in Contact Information, item 2) Bradlee V. Furr
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 the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. 11 - Post Construction) or SL 2008-211.
Signature: Date:
a Notary Public for the State of 11'd(4 t-G6td/.'7�. County of
Lc)(Uhi n do hereby certify that �Z fO CJXr, �4 personally appeared
before me this -L- of .�P C c5FC[f/ , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, C����7�i�//r� A-) >6-
SEAL
My commission expires
Form SWU-101 Version 07July2009 Page 7 of 7

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2009-00102 County: Peruuimans U.S.G.S. Quad: Winfall
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Catherine Nixon
Address: 142 Nixon Street
Hertford, NC
27944
Property description:
Size (acres) 38.5 Nearest Town Hertford
Nearest Waterway Mill Creek River Basin Albemarle Sound
USGS RUC 03010205 Coordinates N 36.20178 W-76.451386
Location description Propertv is located on the southwestern corner of US Hiahwav 17 and Creek Drive, lust north
of Hertford County, Perauimans County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X
Page 1 of 2

Action Id. 2009-00102
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Josh Pelletier at 252-975-1616 ext. 34.
C. Basis For Determination
The wetlands on this property meet all three criteria described in the 1987 Corps of Engineers Wetland Delineation
Manual and are a broad continuum of wetlands associated with the Perquimans River, a navieable water of the United
States.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Josh Pelletier, Project Manager,
Washington Regulatory Field Office
Post Office Box 1000
Washington, North Carolina 27889
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by March 15, 2009.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date: January 15. 2009 Expiration Date January 15, 2014
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http:Hregulatory.usacesurvey.com/ to
complete the survey online.
Copy furnished:
Jennifer Archambault
J.H. Carter III & Associates, Inc.
Page 2 of 2

Vinson, Scott
From:
Rightmyer, Nicholas [[e-mail]]
Sent:
Friday, June 18, 2010 11:54 AM
To:
Vinson, Scott
Cc:
Smith, Cathy; Barnes, Kyle W SAW
Subject:
AEMC - Wetlands Plat
Attachments:
USACE Wetlands Plat.pdf
Scott,
Here is a copy of the signed wetlands JD plat. Please let me know if you need anything else.
Thanks, RECEIVED
Nicholas S. Rightmyer, PE
ms consultants, inc.
engineers, architects, planners
500 Jackson Street
Roanoke Rapids North Carolina 27870
252-519-2135
f252-519-2137
nriohtmyer(a-_)msconsultants.com
JUN 18 2010
DWQ
PROJ #
Notice of Confidentiality: "This e-mail and any of its attachments may contain proprietary information, which is privileged, confidential, or subject to copyright
belonging to ms consultants, Inc. This e-mail is intended solely for the use of the individual or entity to which it is addressed. If you are not the intended recipient
of this e-mail, you are hereby notified that any dissemination, distribution, copying, or action taken in relation to the contents of and/or attachments to this e-mail is
strictly prohibited and may be unlawful. If you have received this e-mail in error, please notify the sender immediately and permanently delete the original and any
copy of this e-mail and any printout."

Vinson, Scott
From: Barnes, Kyle W SAW [[e-mail]]
Sent: Thursday, June 17, 2010 12:03 PM
To: Rightmyer, Nicholas
Cc: Vinson, Scott
Subject: RE: AEMC Wetlands
Attachments: Nixon, 2009-00102 (Josh P).pdf
Nicholas/Scott,
I have attached the original signed JD. Not sure how/why the one you have is not signed but
here is a signed one. This is an approved JD not a Preliminary. The sheet that has
Preliminary checked is an appeals request sheet. We have a scaled down version of the plat
signed by Josh but still too big to scan. Ms. Nixon should have given the original signed
plat to the current owner if it is needed. If you need anything else let me know.
Kyle
-----Original Message -----
From: Rightmyer, Nicholas
Sent: Wednesday, June 16,
To: Barnes, Kyle W SAW
Subject: FW: AEMC Wetlands
Kyle,
[mailto:[e-mail]]
2010 10:09 AM
I am working on getting a stormwater permit from DWQ for the AEMC project in Winfall. They
would like to see the signed copy of the attached "Notice of Jurisdictional Determination"
from Josh Pellitier (see e-mail below). Can you track it down for me and get me a copy?
Thanks,
Nicholas S. Rightmyer, PE
ms consultants, inc. <http://www.msconsultants.com/> engineers, architects, planners 500
Jackson Street Roanoke Rapids North Carolina 27870
252-519-2135
f 252-519-2137
nriRhtmyer(&msconsultants.com
Notice of Confidentiality: **This e-mail and any of its attachments may contain proprietary
information, which is privileged, confidential, or subject to copyright belonging to ms
consultants, inc. This e-mail is intended solely for the use of the individual or entity to
which it is addressed. If you are not the intended recipient of this e-mail, you are hereby
notified that any dissemination, distribution, copying, or action taken in relation to the
contents of and/or attachments to this e-mail is strictly prohibited and may be unlawful. If
you have received this e-mail in error, please notify the sender immediately and permanently
delete the original and any copy of this e-mail and any printout.**
From: Vinson, Scott [mailto:[e-mail]]
Sent: Tuesday, June 15, 2010 5:42 PM
To: Rightmyer, Nicholas
i

Subject: RE: AEMC Wetlands
I think this will work. Has Josh Pellitier signed the JD yet? This one is a preliminary JD
and unsigned.
If you could mail me a copy of the ACOE signed JD plat and accompanying document that would
be great.
I don't have to have a signed JD from the Corp if it has not been done yet, but I do need a
qualified professional
to state that there are any here or not.
Thanks,
Scott
NOTE: Please update your address book with my new email address Scott.Vinson(@ncdenr.eov
<mailto:Scott.Vinson(@ncdenr.eov>
greentree Please consider the environment before printing this e-mail.
*E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Rightmyer, Nicholas[mailto:[e-mail]]
Sent: Tuesday, June 15, 2010 5:03 PM
To: Vinson, Scott
Subject: AEMC Wetlands
Scott,
I think this may be what you are looking for (see attached). If not, please let me know.
FYI - The proposed wetlands impacts have already been approved by USACE and DWQ.
2

Thanks,
Nicholas S. Rightmyer, PE
ms consultants, inc. <http://www.msconsultants.com/> engineers, architects, planners 500
Jackson Street Roanoke Rapids North Carolina 27870
252-519-2135
f 252-519-2137
nrightmyeromsconsultants.com
Notice of Confidentiality: **This e-mail and any of its attachments may contain proprietary
information, which is privileged, confidential, or subject to copyright belonging to ms
consultants, inc. This e-mail is intended solely for the use of the individual or entity to
which it is addressed. If you are not the intended recipient of this e-mail, you are hereby
notified that any dissemination, distribution, copying, or action taken in relation to the
contents of and/or attachments to this e-mail is strictly prohibited and may be unlawful. If
you have received this e-mail in error, please notify the sender immediately and permanently
delete the original and any copy of this e-mail and any printout.**
1
3

FAa
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Bradley V. Furr, Executive VP
Albemarle Electric Membership Corporation
PO Box 69
Hertford, NC 27944
Dear Mr. Furr:
Division of Water Quality
Coleen H. Sullins
Director
June 14, 2010
Dee Freeman
Secretary .
Subject: Additional Information Request
Stormwater Review SW7100113
Albemarle Electric Membership Corporation, W infall
Perquimans County
This office received a Coastal Stormwater permit application and plans for the subject project on January 28, 2010
with additional information received on April 27, 2010. A preliminary review of the project indicates that before a State
Stormwater permit can be issued the following additional information is needed.
In my previous March 26, 2010 letter, no. 2, a request was made for notification and delineation of any existing
wetlands in the southern portion of the property. The response received on April 27, 2010: "We were not made
aware of any wetlands in this area." does not fully answer the request. Has a qualified wetland professional surveyed
this area to determine if wetlands do exist on this portion of the property? If not, then please have this done and
report any findings and/or delineation of wetlands back to this Office. Please understand, that before the pond outfall
pipes, the rip rap energy dissipation device and with the proposed 5:1 swale can be constructed in this area, there
needs to be a wetland determination performed.
The above requested information must be received in this office prior to July 14, 2010 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the application
fee. If you need additional time to submit the required information, please mail or fax your request for time extension
to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1
and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel free
to contact me at [phone].
Sincerely,
cc: William Dreitzler, PE — ms consultants, Inc.
vWashington Regional Office
North Carolina Division of Water Duality
943 Washington Square Mall
Washington, NC 27889
Scott Vinson
Environmental Engineer
Internet .ncvvaterquality.org
Phone: [phone] FAX: [phone]
FAX: [phone]
One
North Carol i n a
Naturally
An F.nual Onnnt,nily 1 Affrma6ve Ad nn Fmnlnver

Stormwater Management Narrative JAN 2 8 2010
Albemarle Electric Membership Corporation in Winfall, NC
The proposed development consists of a new 0.41-mile access roadway, 22,620 square foot office, 38,771
square foot warehouse, 3.92 acre fenced gravel yard, and associated parking. The 38.5-acre site is located
at the intersection of US Highway 17 bypass and Creek Drive in the town of Winfall, Perquimans County,
North Carolina. The site is currently wooded and there are no existing structures. There is a 0.8-acre
wetland area that has been delineated by JH Carter and Associates, and was accepted by USACE on
January 15, 2009 (Action ID: SAW-2009-00102). The topography of the site is relatively flat, with a few
areas of steeper slopes near the wetlands and the southwestern property boundary. A portion of the
southwestern boundary is within the flood zone, however no development is proposed in this area.
The developed site will consist of two main drainage areas. The stormwater runoff will be managed by
installation of two permanent BMP structures. Runoff will be conveyed to the ponds through gently
sloped grassed ditches. The stormwater management measures have been designed to meet the new 2008
coastal stormwater requirements, which includes 85% TSS removal, control and treatment of the first 1.5"
of rain, discharge at less than or equal to predevelopment rates for the one year storm, and a 2-5 day
drawdown time of the storage volume.
The first pond is a 32,500 square foot wet detention basin with a drainage area of 12.2 acres (55%
impervious). The pond collects a majority of the runoff from the gravel yard area and the roof drainage.
The wet detention pond incorporates two forebays, a vegetated shelf, baffles to increase flow length, and
an outlet structure to release treated water at the I -year, 24-hour predevelopment rate. Because the site
does not allow for an emergency overflow, the outlet structure is designed to pass the 100-year storm
event. The pool elevation of this pond is roughly 4.5 feet lower than the seasonally high water table.
There are two existing drainage ways less than 200 feet from the pond with bottom elevations more than 2
feet lower than the pool elevation, therefore no adverse impacts are expected from the low pool elevation.
The second pond is a 4,500 square foot stormwater wetlands basin with a drainage area of 0.6 Acres
(58.3% impervious). Most of the runoff draining to this pond is from the front asphalt parking lot. The
pond incorporates two forebays, a deep pool by the outlet, shallow land and shallow water areas, wetland
plantings, temporary storage volume, and an overflow outlet structure. The overflow structure discharges
into the proposed roadside ditch.

t
rns consultants, inc.
engineers, architects, planners
500 Jackson Street
Roanoke Rapids, NC 27870-2602
Phone: [phone]
Fax: [phone]
www. msconsu Ita nts.com
April 26, 2010
Mr. Scott Vinson
Environmental Engineer
NCDENR -DWQ
943 Washington Square Mall
Washington, NC 27889
Reference: AEMC Plan RE -Submittal
Dear Mr. Vinson:
APR 2 7 2010
UW -'NAR0
M
Please find included the re -submittal package for the above -mentioned project. This re -submittal is provided in
response to your letter dated March 26, 2010. Please consider the following response to comments:
Community Development
-/I. Please submit a second copy of plans. Only one plan set was received on January 28, 2010 and two are
required.
ms response: Two revised plan sets are enclosed.
c-.=� Does the southern portion of the property, down gradient from the pond outfall, contain wetlands? If so,
these need to be delineated on the plans.
ms response: c-We were not made:awarebf any�wettands:inahisarewo
,A. Please revise the cross section of the proposed access drive on C 1.3 to replace the 2:1 slopes with 3:1 (H:V)
or flatter.
ms response: The cross section has been revised.
�4. Please provide a cross sectional detail of the grassed conveyance swale(s) having 3:1 (H:V) or flatter side
slopes.
ms response: The detail has been added to sheet CIA.
5: The drawdown of the required minimum design storm is less than two days for the wet detention basin.
Please recalculate the outlet drawdown orifice. It appears that the provided volume was used instead of the
required "design volume" of 36,586cf. If additional volume is used in the drawdown, then the design storm
(1.5") may be allowed to drain out of the pond quicker then 2 days. Please also check that the appropriate
head value (H/3) is used in the orifice equation, per chapter 3, section 3.5.2 of the BMP manual. Consider
using a PVC T-section outlet orifice device similar to the one used for the constructed wetland. Please
revise the cross sectional detail plans, calculations, & supplement forms as needed.
ms response: The orifice was recalculated, the outlet device was revised, and the supplement forms
were updated.
Offices in: Ohio, Pennsylvania, Indiana, West Virginia, North Carolina, and Florida

6. The drawdown for Wetland system is also less than two days. No drawdown calculations were submitted.
Please revise calculations per orifice equation and per minimum design storm volume and submit revised
calculations, plan outlet cross section detail, supplement form, etc. as needed.
ms response: Drawdown calculations were added and the orifice size was revised.
7. Please note that on the sheet C1.6 the wetland planting plan shows SW41 & SW85 that should possibly be
labeled as "SL"41 & "SL"85. Please add notes as to the minimum required spacing for the herbaceous
plants. There are also no wetland planting plans for the 10' wide vegetated shelf for the wet pond. Please
revise all as needed.
ms response: The wetland planting labels were corrected. A note regarding spacing was added. A
planting plan was added for the vegetated shelf.
8. On the wetland cross section, please provide 3:1 or flatter slopes above the permanent pool elevation as well
as a trash guard grate for the overflow "throat" weir.
ms response: A callout was added specifying 3:1 slopes and the trash guard was added.
9. On the Post Development Drainage delineation sheet, please clearly call out or mark the two drainage areas,
one for the wet pond bmp and one for the wetland bmp. There are too many similar lines for these two
drainage areas to be clearly delineated out.
ms response: Hatching was added to the map to better define the two drainage areas
10. Please include a third drainage area column on sheet 4 of 7, section V.no. 10 of the application to show the
amount of the road that is not currently being collected by either the wet basin or constructed wetland.
ms response: The information was added to the application.
11. Overall the current development is below the 24% impervious threshold, thereby alleviating the need to
collect and treat the newly proposed access road to the high density requirement of 85% TSS removal.
However, once any future development occurs on the tract, or on any future subdivided parcel from this
tract and the overall impervious percentage exceeds 24%, the access road will then be required to be both
collected and treated to the 85%TSS removal standard. Please state and/or show how this might be
accomplished with the current layout of the road.
ms response: The owners will be made aware of this requirement.
12. Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, sealed and
dated as necessary to reflect all changes when re -submitting.
ms response: All revised items have been signed and sealed.
Please contact me at your convenience if you have any questions, or if you require any additional information.
Sincerely,
ms consultants, inc.
Nicholas S. Rightmye , F.E.
Project Engineer
rns consultants, inc

MC®ENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 26, 2010
Mr. Bradley V. Furr, Executive VP
Albemarle Electric Membership Corporation
PO Box 69
Hertford, NC 27944
Natural Resources
Dee Freeman
Secretary
Subject: Stormwater Review SW7100113
Albemarle Electric Membership Corporation, Winfall
Perquimans County
Dear Mr. Furr:
This office received a Coastal Stormwater permit application and plans for the subject project on January 28, 2010.
A preliminary review of the project indicates that before a State Stormwater permit can be issued the following additional
information is needed.
1. Please submit a second copy of plans. Only one plan set was received on January 28, 2010 and two are required.
2. Does the southern portion of the property, down gradient from the pond outran, contain wetlands? If so, these need
to be delineated on the plans.
3. Please revise the cross section of the proposed access drive on C 1.3 to replace the 2:1 slopes with 11 (H: V) or flatter.
4. Please provide a cross sectional detail of the grassed conveyance swale(s) having 3:1 (H:V) or flatter side slopes.
5. The drawdown of the required minimum design storm is less than two days for the wet detention basin. Please
recalculate the outlet drawdown orifice. It appears that the provided volume was used instead of the required "design
volume" of 36,586cf. If additional volume is used in the drawdown, then the design storm (1.5") may be allowed to
drain out of the pond quicker then 2 days. Please also check that the appropriate head value (H/3) is used in the
orifice equation, per chapter 3, section 3.5.2 of the BMP manual. Consider using a PVC T-section outlet orifice
device similar to the one used for the constructed wetland. Please revise the cross sectional detail plans, calculations,
& supplement forms as needed.
6. The drawdown for Wetland system is also less than two days. No drawdown calculations were submitted. Please
revise calculations per orifice equation and per minimum design storm volume and submit revised calculations, plan
outlet cross section detail, supplement form, etc. as needed.
7. Please note that on the sheet C1.6 the wetland planting plan shows SW41 & SW85 that should possibly be labeled as
"SL'41 & "SU85. Please add notes as to the minimum required spacing for the herbaceous plants. There are also
no wetland planting plans for the 10' wide vegetated shelf for the wet pond. Please revise all as needed.
8. On the wetland cross section, please provide 3:1 or flatter slopes above the permanent pool elevation as well as a
trash guard grate for the overflow."throat" weir.
9. On the Post Development Drainage delineation sheet, please clearly call out or mark the two drainage areas, one for
the wet pond limp and one for the wetland bmp. There are too many similar lines for these two drainage areas to be
clearly delineated out.
10. Please include a third drainage area column on sheet 4 of 7, section V.no. 10 of the application to show the amount of
the road that is not currently being collected by either the wet basin nor constructed wetland.
North Carolina Division of Water Quality Internet: www.navaterquahty.org One 1
943 Washington Square Mall Phone [phone] \ FAX: [phone] N'JOyrttlCarollna
�/ �
Washington, NC 27889 FAX [phone] aturaffi

11. Overall the current development is below the 24% impervious threshold, thereby alleviating the need tb collect and
treat the newly proposed access road to the high density requirement of 85% TSS removal. However, once any
future development occurs on the tract, or on any future subdivided parcel from this tract and the overall impervious
percentage exceeds 24%, the access road will then be required to be both collected and treated to the 85%TSS
removal standard. Please state and/or show how this might be accomplished with the current layout of the road.
12. Please do not forget to have any plans, calculations, supplements, narrative, etc, revised, signed, sealed and dated as
necessary to reflect all changes when re -submitting.
The above requested information must be received in this office prior to April 26, 2010 or your application will be
returned as incomplete. The return of this project will necessitate resubmittal of all required items including the application
fee. If you need additional time to submit the required information, please mail or fax your request for time extension
to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1
and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel free
to contact me at [phone].
cc: dliam Dreitzler, PE — ms consultants, Inc.
astdngton Regional Office
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
An Ecual ODMnUI'ty k AffirnreRi Action Emob%w
Sincerely,
Scott Vinson
Environmental Engineer
Internei: w".T1=aterqualily.0r9
Phone .[phone] FAX [phone]
FAX: [phone]
Natimallif
Nor thCaroJ ina

Basin Information
Drainage Area 1
Drainage Area 2
Drama e Area _
Drainage Area _
Receiving Stream Name
Perquimans
River
Mills Creek
�yV
D
Stream Class
SC
SC
D
Stream Index Number *
30-6-(3)
30-6-5-(1)
Total Drainage Area (so
521132
26926
On -site Drainage Area(sf)
521132
26926
Off -site Drainage Area (so
0
0
Proposed Impervious Area**
s
296257
15685
Im ervious Area** total
56.9
58.3
Impervious- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
61391
0
On -site Streets (so
-20228
2686
On -site Parking (so
✓34533
12159
On -site Sidewalks (so
5060
840
Other on -site (so
/175045
0
Future (so
0
0
Off -site (sf)
0
0
Existing BUA*** (so
0
0
Total (so:
296257
15685
Stream Class and Index Number can be determined at: ham://h2o.enr.state.ne.us/bims/reports/reportsWB.html
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proieets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htt2://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
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. A detailed application instruction sheet
and BMP checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://h2o.enr.state.nc.us/su/bmp forms.htm.
Initials
1. Original and one copy of the Stormwater Management Pernut Application Form. R
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. p
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to ti
http://www.envhelp.org/pages/onestol2exl2ress.hhnl for information on the Express program
Form SWU-101 Version 07July2009 Page 4 of 7

Permit No. u / /00 113
(to be Provided by DWQ)
®TA
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
JAN 2 8 2010
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
William W. Dreitzler, P.E.
1-252-519-2135
W A 7- 9O
yO�OF y
�Sk
r
s
111DESIGNIINF.ORMATION
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5• runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hrstorm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak Flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm, pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
521,132 ft
296,257 f"
56.85 %
1.5 in
36,586 it'
79,512 it'
it
ft'
it
ft'
fta
Y (Y or N)
3.1 in
OK
OK, volume provided is equal to or in excess of volume required.
0.30 (unidess)
0.70 limitless)
0.13 m/hr OK
0.46 ftalsec
1.08 ftalsec
0.62 ft'lsec
5.60 fmsl
3.50 final
3.50 fmsl
4.00 first
3.00 fmsl —
-1.00 fmsl 3 Dn.r
-2.00 fmsl
1.00 it yy, on
N .(Y or N)
5.6 fmsl OK
\Aoe6� .. SgROC��:
c �: Q�FE S�Q2•�2%
=:F: R SEAL
=r 18079 :tu_
IZ_17 09
i
Forth SW401-Wet Detention Basin-Rev.8-9/17/09
Parts I. 8 It. Design Summary, Page 1 of 2

Permit No.
(to be provided by D WQ)
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Ap,,,,,_pom
Area, bottom of 10ft vegetated shelf, A.,,,,,
Area, sediment cleanout, top elevation (bottom of pond), Adoiyor,d
Volumes
Volume, temporary pool
Volume, permanent pool, Vp,,, .
Volume, forebay (sum of forebays if more than one forebay)
Forebay %of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vim,,,, j
Area provided, permanent pool, Ar, ,
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, /._p,
Area, bottom of 1 Oft vegetated shelf, A. ram
Area, sediment cleanoul, lop elevation (bottom of pond), Awe d
41,335 ft'
29,705 ft'
5.70 (unitless)
32,442 ft' OK
27,790 ft
13,1531t'
79,512 ft' OK
100,658 ft3
19,001 ft'
18.9% % OK
90 %
Y (Y or N)
N (Y or N)
5.70 (unitless)
N (Y or N)
100,658 ft'
32,442 ft'
It
it
Y (Y or N)
32,442 ft'
27,790 ft
13,153 fe
Need 3 it min.
'Depth' (distance b/w bottom of 10ft shelf and top of sediment) 4.00 It
Average depth calculated 3.41 ft�
Average depth used in SAIDA, dam„ (RRouunnd to nearest 0.5ft) 3.5 ft OK
Drawdown Calculations �=
Drawdown through orifice?
Diameter of entice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Cu)
Driving head (Ho)
Drawdown through weir!
Weir type
Coefficient of discharge (C.„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drwdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 onfce?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Basin-Rev.8-9117109
Y Yor N)
7.7 ■ 2 in
n
0.60 (unitless)
0.67 It
N (Y or N)
(unitless)
(unitless)
it
ft
0.46 ft/sec
1.08 ft'/sec
0.26 ft'/sec
3.50 days
3 :1
10 :1
10.0 It
- Coto
00
OK, draws down in 2-5 days.
OK
OK
OK
3:1
OK
1.5 :1
OK
Y
(Y or N)
OK
1.0ft
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Pump out
Parts I. a II. Design Summary, Page 2 of 2

r . cµ •M 57 /,9°1t3
FEB 1 2010 o2pF WAAMATcgpG
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
Albemarle Electric Membership Corporation
William (Bill) W. Dreitzler
252-519-2135
January 8, 2010
2
II. DESIGN INIF RMATION w�,5 a'74a
Site Characteristics
Drainage area 26,926.00 ft2
Impervious area 15,685.00 ft2
Percent impervious 58.3% %
Design rainfall depth 1.50 inch �����N CAryr�//i
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5 runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pool/ponding depth (D11WJ
Drawdown time
Diameter of orifice
Coefficient of discharge (Co) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
*'FSss/p
3.12
in,9
�Sa0
y
;
0.13
in/hr
SEAL
0.02
ft3/sec
r ; 18079 ; u F
0.05
ft3/sec
%'y••,4
11�d
0.03
ft3/sec
3,670.00 ft3 1 \�
3,781.00It' OK
1933.00 ft3
350.00 ft3
4,020.00 ft3
3670.00 ft3
3,781.00 ft3 OK
12.00
days OK Y "
1.50 in OK
0.60 (unitless) C-�L)
0.33 ft OK
ro �K .
CA '�' va/
Form SW401-Wetland-Rev.6-11116109
Parts I and 11. Project Design Summary, Page 1 of 3

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I oft 3/16/2010is

ms consultants, inc.
engineers, architects, planners
500 Jackson Street
Roanoke Rapids, NC 27870-2602
Phone: [phone]
Fax: [phone]
w .msconsuItants.com
January 11, 2010
Mr. Roger Thorpe
Wetlands and Stormwater Branch
401 Oversight/Express Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
JD �V
I a
C`C"l
Ju/y r
"w0.S SST P4 4 7-r
�'qi�q
JAN 2 8 2010
Reference: Stormwater Management Permit Application
'Albemarle Electric Membership Corporation
Town of Winfall, Perquimans County, North Carolina
Dear Mr. Thorpe:
The Albemarle Electric Membership Corporation project is a proposed 61,391 square foot office and warehouse
building located at the intersection of Highway 17 Bypass and Creek Drive in the town of Winfall, Perquimans
County, North Carolina. The site is located in a coastal county; therefore a stormwater management permit is
required per the 2008 coastal stormwater rules. Please find attached the following submittal documents:
• Permit Application (original + I copy)
• $505 Application Fee
• Supplement forms (2)
• Operation and Maintenance Agreements (2)
• Deed restrictions
• Site Narrative
• USGS Map
• Stormwater Calculations
• Construction Drawings
• Soils Report
• Property Deed
• Articles of Incorporation
If after review you have any questions, or if you require any additional information, please contact me at your
earliest convenience.
Sincerely,
ms co uItants, inc.
r
Nic las S. Right er
Project Engineer
Cc: Mr. Fred Yates, Town of Winfall Mayor
Offices in: Ohio, Pennsylvania, Indiana, West Virginia, North Carolina, and Florida

ms consultants, inc.
engineers, architects, planners
500 Jackson Street
Roanoke Rapids, NC 27870-2602
Phone: [phone]
Fax: [phone]
w .nnsconsultants.conn
January 29, 2010
Mr. Roger Thorpe
NCDENR -DWQ
Wetlands and Stormwater Branch
401 Oversight/Express Permitting Unit
943 Washington Square Mall
Washington, NC 27889
Reference: Stormwater Management Permit Application
Albemarle Electric Membership Corporation
Town of Winfall, Perquimans County, North Carolina
Dear Mr. Thorpe:
FEB 1 2010
A stormwater management permit application was recently submitted to you for the AEMC project. At
the time of submittal, the Supplement and O&M forms for the wetlands pond had not yet been signed.
Please find attached the signed originals to be added to the submittal package.
If you have any questions during your review, or if you require any additional information, please contact
me at your earliest convenience.
Sincerely,
ms consultants, inc.
Nicholas S. Rightmy r, P. .
Project Engineer
Offices in: Ohio, Pennsylvania, Indiana, West Virginia, North Carolina, and Florida

M w3
PLRQUIMANS COUNTY
LAND TRANSFER'fAX
AMOUNT S .3B54 .W
PAID ,p01
Filed in PEROUIMANS County,
on Apt 17 2009.st 02:23:23 PM
by DEBORAH S. REED
REGISTER OF DEEDS
Book 359 Page 802
ssuac Apt 1; 2009
$771
by DESDRAH S. REED
REGISTER CF DEEDS ID.7558
State Of PEROUIMANS
North Carolina County
9u1 Emn E.du Ts•
�pnee Alin I lu. Lmv i nt Recnrdine. Darn
NORTH CAROI.INA GENERAL WARRANT)' DEED
Prepared by W. Brcx•k \-tiichell. Anorncv
Return to Ellis & Skinner, PLI.,C
JAN 2 8 2010
Excise Tax: .577L()(,1 lax Parcel: Out oj'5-0051-0021-IF
Transfer Tax: 131.854.00
State of North Carolina. County of Peryuimans
PHIS GENF:RAI. 11'ARItA\'[ 1' UEI:D made thi. 9"' d;ry of :\pril. 2(U9. by and henvec❑
Catherine B. Nixon, widowed and not remarried (hereinafter referred was Grantor"). and
Albemarle Electric Membership Cogl ration, it North Carolina corporation, whose mailing address
is Post Office Box 09. Flenford. North Carolina 2794-1-W09 (hereinafter referred to as "Grantee"):
W1TN'14"SSETII:
That [he Grantor, for a valuable consideration paid by the Grmtec, the receipt of which is hereby
acknowledged, has given, granted, bargained, .old. ;tad conveyed, and by these presents does herchy
give. grant, bargain. ,ell. and convey unto said (;,;,nice. Gr wee's heirs. successors. administrators and
assigns. all of drat certain piece, parcel, or tract of land situate, Ivine and being in Parkville Tm%ilship,
Perquimans Counhv. State of North Carolina, and heing more panicularhdescribed as follows:
.See Exhibit A attached.
Said property is conveyed expressly .subject to the express restriction and set hack
created by the "VEGETATION BUFFER" moreparticularly described and .set forth
hereinafier and on the plat of the property referenced and incorporated on Exhibit ,t
attached hereto.
This document was prepared by ll'. Bruck At'itchell, a licensedNorth Carolina
attorney, without title search, closing or tax advice. Delinquent taxes if any, to be paid
by the closing atornery to the County Tax Collector upon disbursement of closing
proceeds.

Book 359 Page 803
Being also a portion of the same property conveyed to William Nixe.m and wife. Catherine B.
Nixon, by deed dated M-1v 9. 1979- which deed is of record in Deed Book QT Page 114, of the
Perquinians County Public Reeisiro. William Nixon died July 31. 1992, in Perquimans County, North
Canrlina.
TO HAVE AND l'O 1101_D the above described lands and premises. for ethcr with all
appurtenances thercunto belonging, or in any way aplxrtaining, unto the Grantee Grantee's heirs.
successors. administrators, and assigns lorever.
AND THE SAID GRANTOR COVENANTS to and with said Gr:unce, Grantee's heirs.
snccessot:., administrators. and assigns. that Grantor is lawftdly seized in fee simple of said lands and
premises. and have full right and power to convey the sane to the Grantee in fee simple, and that said
lands and premises are free from any and all encumbrances, except as set forth heron. and that the
Grantor e ill warrant and defend the title against the lawful claims of all persons whensoever, with the
exception of the following:
'Fhe C.raniee• takes tide t.r suid property subject to the rz•.vtr'i<'lo c cot cnuiu anti set buck
Brut Emmet, its,lit urrd us.,igms. must rnainnrin a fifth• foot (50') vcgetcitimr bu(fcr
hctiree any imrproocnient(r) ter he cnnstru red ur placed on said property and the
surrounding re.sidentiul propert). Said ?0'ser bark buffer is more particulurh' lortired
and rle.anihed is ' VEGETATION BUFFER as shot)n and located on the plat
n ferenced abort. 7hia r-<:ctrirti rc rnr<•moru uncl set hack is appurtu•nant tot and the•
Kurth-m lind hem•jitc of solid rorenruu skull rrur ❑'idr tire. title, to the po perht and sluill
hind and inner to the be-nelit of die parties, their sues essors..nu-(-cssors in till,, and
assigns. Said resrrirtirr ,-orrnurm and set hack onto hc enf,M cd bt- acljtimin,q property.
(miners. Imprnrenrent.¢ include. but tore nor limited to the fllem ing: buildings,
all pennanerm strurrore s Qwu,tcs or parking shc0e1s. road.). sidcH'alks. setoe•rs. septic
systerns, ittilitiec, puvemcnr pulls. furl works, propane iuoiO. undergruwul slorryle tanks.
fences- and urns otter addirinru made lot th(' prtpen):
1d valorem races lnr the veal 1009 clad subse-que•mt )ear's:
i. Easements and restrictions of record, cud ono local. count), state. on. federal lens.
nrdiernu es, ter reIitiations relating to ;oluq¢, crn'iromnern. subdivi.iMn, oecmpeure:v use.
consrrmctinn, ter cleoelrgmmemt of iluv suhjrct prupert).
]REST OF PAGE INTENTIONALLY BLANK —
SIGNATURE ON FOLLOWING PAGE]

Book 359 Page 804
IN WITNESS WHEREOF, the Grantor has duly executed and sealed this document. this the day
and year first above written. �p
C & �G'�Oy u (SEAL)
Catherine It. Nixon
Slate of North Carolina. County of Pasquulank
I. a Notary Public, Of the County of Pasquotank, and State aforesaid, certifv that Catherine B.
Nixon personally appeared before me this day and acknowledged the execution of the foreeoing
instrument.
Witness my hand and seal this Q` day of Aprik 2(M.
(AFFIX NOTARY SEAL)
A9y commission expires: 10/23/2011
1 V"•n••HNI�:Ai'�rn•uhN�l\,v.-.(a;ll:n�r;k<J •(\:
Notary Public — W. Brock Mitchell
\\ o,rK im rr/
a ( TC i
IGTARY
PUBLIC
�J

Book 359 Page 805
EXIMu'r A
PIN: Ottl of 5-M51-021-1N'
BEGINNING AT A POINT marked b>' an existing iron pipe. Which existing iron pipe marks
the northeast corner of that propeny, now or ftmncrly. owned by Leigh (referencing Deed Book
48. Page 196. and Deed Book 40. Pale 24h. in the PertuimmC :s ount)Puhlic Registry): Ihencc
flonl said exisrine iron pipe and POINT OF BEGINNING and running North 850 27' 10" East
5-1'8 feet to an existing iron rod, which existing icon rod marks the southwest corner of that
property, now or lorn1Cl'Iv', ovyned by Rominger (referencing Deed Book 158, Page 243. in the
PeryuimalIN County Public Registry) and the southeast corner of that propeny, now or formerh_
owned by Raper (referencing Deed Book 158. Page 895. ill the Peryuim:uts Count}' Public
Registrv): thence running North 82` 35' 45" East 104.62 feet to an existing,, iron pipe, which
existing iron pipe marks the southeast comer of that propeny, now or formerly, owned by
Rominger (referencing Deed Book 158. Page 243. in the Perquim;ms County Puhlic Registry)
and the southwest comer of That propertynov% or formerly, ()%%tied by Lute (referencing Deed
Book 103. Page 81 I. and Deed Book 30G. Pat2c, 7 37 and 739, in the Pet'quimans (;()only Public
Regisny): thence routing North 5 3' 52' 15" Last t_' 7.50 feet to it point: thence running North 84'
47' 30" East 100.07 feet to a point. which point marks the Southeast comer of that propeny, now'
or formerly. owned b\' Lane (referencing Deed Book 163. Page 811. and Deed Book 306. Pages
737 and 739, in the Per(IuimanS County Public Registry): thence cornering and conning North
I I' 27' 10" West I75.0o feet to a Poinl set in the Nouthcrly right of \%ay margin of Creek Drivc
(60' R/AV), v%hich point marks the northeast corner of -that propertv. now or formerly. owned by
Lane (referencing Deed Book 103. Pace 811.and Deed Boor 306. Pages 737 and 739. in the
I'erµiintans County Public Rc_istrv): thence cornering and running along the <oulhcrh' right of
way margin of Creck Drive (00' R/AV) the follmv'ia, comscs and distances: North 71)" 15' 00"
East 13-1.7-1 feet to a point: thence running North 84" 1 2' 50" East 443.30 feel to it point: thence
numing North 84' 22' 10" East 503.65 feet to a point: thence running South 44' 43' 00" East
101.56 feel to a DOT WW Monument. which DOT R/W :%jollunteill marks the point of
intersecliatl of the southerly right of \%a\' margin of Crcck Dme:cod the nonhwcstcrly righl of
way margin of U.S. Iliehvva% 17 BvpasS fSotnh Bound Lanc): thence cornering and running away
Irom Creek Drive and alone the norihwnterly iiuht of \\j\' Inal'glll of U.S. I-Iich\\'ay 17 Bypass
(Solult Bound LaJIC) the fo11ov%ing courses ;tud distanceS: South 3ti" 53' 20' West I82.71 Icct to a
point: thence running South .37' 1 _2' 05' N'csl 227d03 feet to it point: Ihencc running South 35'
00' 05" West 207.83 feet to a point: Ihencc njunin, South 33' 33' -10- West 82.91 Iecr to a point:
thence running South 32' 31' 05" Nest 1 IU.56 feet to a poinC thence running South 30" 54' 35"
`.Vest 183.28 feet to :t point: Ihena: rnming South 29' '8' iQ" 1Vest _'34.55 Iccl to a point: thence
mulling South 29' 21' 45" West 97.83 feet to it point: thence running South 29' 07' 00" Wcst
N0.43 feet to DOT RlAV Monument "BROKEN": thence running South 29' 15' 25" VVcsl 41.)1.54
feet to it point, which point is located North 60" 44' 35" West 27.59 feet from it 30" conerere
culvert which marks the centerline of U.S. Highway 17 Bypass (South Bbllttd Lane). thence
cornering and running away from U.S. Higo'may 17 Bypass (South Bound I-anc) North 00' 44'
35" West 344.31 Teel to a point: Ihcncc cornering and running North 290 15' 25" East 467.82 lilt
to a point: Ihcncc rennin,, North 42' I9' 05" Easr 29.98 feel to a point: Ihcncc running North 26'
53' 15" Ea,1 33.1 2 feet to an 18" concrete monument: thence running :Nosh 29`' 57' 1o" Last

Book 359 Page 806
4.73 feet to a point, which point marks the southeast corner of that propene, now or formerly.
owned by Copeland (referencing Deed Book 320. Pa,,c 856. in the PcryuimanS County Public
Registry): thence comering and mmning North 01" 50' 0O" Fast 284.86 feet to an existing iron
pipe, which existing iron pipe marks the northeast corner of that propenv, now or formerly.
owned by Copeland (referencing Deed Book 320. Pa,c 850. in the Pcrquimans Count% Public
Rcgistrv): thence confering ❑nd running North 88° 20'20" West 58.76 feet to a point, which
point marks the southeast corner of that property, now or fonncrfv. owned by Goodwin
(referencing Deed Book 252, Pa,c 643. in the Per(luimans Couniv Public Rcgistry): thence
conicring and r u nin<, North 01` 39' -ill" Fast 104.38 feet to an existing iron pipe. which existing
iron pipe marks the northeast Corner of that propenv, now or fomferly, o%k ned by Goodwin
(referencing Deed Book 252. Pagc 64.3. in the Pcryuiman.s ('ouniv Public Registrv) and the
southcast corner of that property. now or limners%'. owned by Nixon (referencing Deed Book 87.
Pagc 414. in the Pcrduinfans County Public Regisn%): Thence running Nonh 15° IS' 20"tau
175.85 feet to an existing iron rod. which existing iron rod marks the northeast cornerof chat
property, now or formerly'. of+ned h% Nixon (referencing Deed Book 87. page 4141 in the
PergttinfanS Cbn1fIV Public Reisn'%). and the southeast comer of that propert%. noy% or fornerly.
o\cned b%TruszkowSki (referencing Deed Book '_t)l, Paces 313 and 317. in the PcrquimanS
County Public Registr%l: thence runnime Nonh 01 ` 33' (15" Est 175.00 feet to a point, %%high
point marks the northeast confer of that propenv. now or foinferl%. o%s'ned by TmszkowSki
(referencing Deed Book 201, Paces 313 and 317, in the PCr(JuinfanS Count% Public Registry) and
the Southeast terminus of \Valwr> Street (5)' R/\%:): thcncc running North 01 ° 54' 1 5" East '_ 16.9-1
feel to a point. .%hic:h point marks the northeast corner of that property, nov% or formerly, owned
by Winslo%a(referencing, Deed Book 1.10, Paulc 97. in the PcrquimwnS Counts' Public Rcgisirv)
and (he Southeast corner of that property. now ("r formerly, owned by Bcny (.referencing Deed
Book 132. Pagc 370. in the Perquininns Couniv Public I2egisirv): thence running North OF 1_2'
v" East 17S Id feet to a point, which point marks the northeast corner of that propenv, now' or
fornfcriv, owned by Ben'v (referencing, Deed Book 13_, Page 370. in tits Perquimans Cnun(y
Public Registry), and the Southeast terminus of Williams Street (50' R/W): thence conning Nonh
02' 01' S5" East 61.09 feet Io an existing iron pipe: thence running Nonh 02° 02' 50" East 174.51
feet to the existing iron pipe and POINT OF BEG NNING, containing 38.54 acres, and being
that same property descrihed and delineated on that plat entitled in pan, "Survey for AFlNC."
dated January 23, 2008. and re%ised I-chituuy 7. 2008. pre fared by Mark D. Pruden. professional
land Surveyor, which plat is recorded in Pl;u Cahinct Slidc / ��i . S9ap No.
in the PcryuimanS Counn Public Registn', and which plat is incorpoi: ied herein by
rcfrrcnec.
IU'.'1111-' 110111, H G41.0111 ,-..p1

.North Carolina Secretary of State
Page 1 of 1
,✓�'"°h,, North Carolina
a DEPARTMENT OFTHE
' `�' � °;- Elaine F. Marshall
"� Secretary SECRETARYoFSTATE
��,,;,y PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 11125/2009
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PLLC, LP and Non -Profit entities are not required to file annual reports.
Names
Name Name Type
NC Albemarle Electric Membership Corporation Legal
lectric Membership Cooperative Information
SOSID:
0002464
Status:
Current -Active
Date Formed:
2/24/1945
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Bred Agent
Agent Name:
Winslow, Everette P.
Registered Office Address:
416 Monson Street
Raleigh NC 27601
Registered Mailing Address:
416 Morson Street
Raleigh NC 27601
Principal Office Address:
No Address
Principal Mailing Address:
No Address
JAN 2 B 2010
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4678488 11/25/2009

ij
CERTIFICATE OF INCORPORATION
4 5oa8, of
ALMARLS ELECTRIC MWEESHIP CORPORATICE,
Was the nadersigaed, incorporators of Albemarle Electric Neabership
Corporation, being natural persons and residents of the territory in which
the principal operations of the corporation are to be conducted and desirous
of noing electric energy to be furnished by the corporation, and having been
granted permission to form an electric membership oorporatio under and pur-
suant to Chapter 291, Public Lore 29E6 of North Carolina, order of the
North Carolina Rural Electrification Authority, dated M d y of February,
1946, hereby execute this Certificate of Lnoorporation of said corporation*
1• Xams. The name of the corporation shall be Albemarle Ifteotrio
ltanberahip orporatione
2• Territory The operations of the eorporatiorl ehall be principally
sonduetod-MMoose parts of the county or oovaties of Camden, Chosen, Cnrri-
tuek, Gates, Pasquotank and Perquimaaa, State of North Carolina, which are
not now served or which are inadequately served with electric energy.
Se Principal Office. The location of the principal office of the
corporation and me -"poi five address thereof, shall' be Hertford
North Carolina•
4e Ember of Direoters. The umber of directors shall be determined as
not provided idlosethen seven rnthe byU—M* n (T This
s amber shall not exceed fifteen (16) and shall
6e Directors format Year* The names and postoffice addresses of the
directors who are to RiiFa-%-970falrs of the corporation for the first year
of its ad stenee or natil their successors are chosen, aret
N•_
Postoffice
Address•
J. Wilson Jones,
South Millso
north Carolina.
J. A. Ytitshurst,
e a
s
•
Walter Lowry*,
84,
Elisabeth City
S. L. Brothers,
A. T. lane,
Rai$
Hertford,
"
n
J. Q. Hurdle,
Goes Co Wood,
I 2,
8dsatom,
d
L. S. Francis,
FPS,
"
J. A. Wiggins,
ij►aer,
"
"

1
8. Duratione The duration of the corporation shall be perpetual.
7e Membership. The terms and conditions upon which persons shall be ad-
mitted to me re�iip in the corporation are as follows.
The undersigned incorporators shall be members of the corporation. A per.
son other than an incorporator desiring to become a member of this corporation
shall make application to the Board of Directors in writing for membership and
of the corporation, unless such person shall use electric energy supplied by the
corporation and shall have complied with the provisions of this certificate of
Incorporation end the bylaws, and a 11 have agreed to abide thereby and by an
amendment thereto, and unless su4erson shall have paid a membership fee an
provided for in the bylaws. Any person who shall agree to use energy supplied
by the corporation from an existing line from a lin tha oonstruotion of which
has been authorized or oommenoed by the corporation Imay be admitted to member-
ship in the corporation prior to such use upon complying with the other terms
and conditions with respect to membership contained in this certificate of in-
corporation or in the bylaws. Drat the Board of Directors shall have power to .
determine in what circumstances and under what...00nditions more than one member-
ship amy be bald by one person.
Be Purposes* The purpose of the corporation shall be to render service to
its member�to promote and encourage the fullest use of electric energy in
the rural sections of the State of Borth Carolina by malting\eleotrio energy avail-
able to the irkabitants of the State at the lowest cost consistent with sound
economy and prudent management of the business of the corporati n and shall in-
olude all purposes required and authorized by the electric membership act of the
State of Borth Carolina, including amendments thereto subsequent to the date here-
of, without in any manner restricting or limiting the foregoing. The purposes
of the corporation shall inchide the followings
To generate, manufacture, purchase, acquire, and accumulate electric energy
for its members and to transmit, distribute, furnish, sell and dispose of such
electric energy to its members, and in order to carry out or aooemplielramy
or all such purposes to construct, erect, purchase, lease and in any manner
acquire, own, hold, maintain, operate, sell, dispose of, lease exchange and
mortgage plants, buildings, works machinery equipment and supplies and electric
transmission and distribution lines or systeme.
To acquire, own, hold, exercise and to the extent permitted by law, to
mortgage, pledge, hypothecate and im,any manner dispose of franchises, rights,
privileges, licenses and easements neoessary, useful or convenient for oarry-
ing out and accomplishing any of the purpose of the corporation.
To purchase, lease and in any manner acquire, osm, hold, maintain, sell,
lease, exchange, mortgage, pledge and in any manner dispose of any and all real
and personal property which may be necessary, useful or convenient to carry out
and accomplish any of the purposes of the corporation.
To assist its members to w1re their promisee and install therein electrical
and plumbing appliances, fixtures, machinery, supplies, apparatus and equipment
of any and all kinds and character and, in connection therewith and for such
purposes, to purchase, acquire, lease, sell, distribute, install end repair eleo-
trioal and plumbing appliances, fixtures, machinery, supplies, apparatus and
equipment of any and all kinds and character and to receive, acquire, endorse,
pledge, guarantee, hypothecate, transfer, and otherwise dispose of notes and
other evidences of indebtedness, and all security therefore

J
To borrow money, to matte and issue bonds, notes, bills of exchange, deben.
tures and other evidences of indebtedness, secured or unsecured for monies borrow-
ed or in payment for property acquired, or for any of the other objects or
purposes of the corporations to secure.the payment of such bonds, notes, bills
of exohang &debentures or other evidences of indebtedness by mortgage or mort-
gages or deed or deeds of trust, upon, or by the pledge of or other lien upon,
any or all of the property, rights, privileges, or franchises of the corpora.
tion, wheresoever situated, acquired or to be acquired.
To do all such acts end things as may be useful, necessary or convenient
for the accomplishment of the purposes in this certificate expressed or any
of them.
All of the operations of the corporations shall be on a cooperative basis,
not for pecuniary profit and"for the use and benefits of its members.
9. Powers* The members shall possess and be authorised to exercise and
enjoy afflo-f-Tie powers, rights, and privileges granted to or conferred upon
corporations of the character to this corporation by the laws of the State of
North Carolina or hereafter in tome-*
Witness our hands and seals, this
(Signatures
North Carolina
perm County
]:, Lo Co Wiaolewr , a Notary public of the
State and County a ores , o ere ­artify that on this 22 day of pabi
1945s, if Wilson Jeaee, J, A. Whitshtrwt ,1Lalter UM
R. L. APIAkeirs /_ T_ Tam-
rsona
a rj�yeyi�
`%•'•• _ ,pey �peare be ore me after nsysng
ban -tents of the foregoingoertifioate of indorporation made ]mown to
theid,,, they did each severally acknowledge that they signed, sealed, and de-
livered,
be samo as their voluntary sot and deed, for the purpose therein ex.
Witness my hand and ADtarial seal, this day of Febrwary 1945
$y Cam. Hxpiress Oeio llth 19 45 ,et2*Q N, Pe
,Gcl�

0 . .
I, Gwyn B. Price, Chairman, North Carolina Rural Ele3-
trification Authority, do hereby certify that I have examined the
I
foregoing certificate of incorporation of Albemarle Electric Member—
ship Corporation, of Hertford, North Carolina, and find the same
conforms to Chapters 288 and 291, Public Laws of 1985.
IN 7ESTIMONT WHEREOF,'" I aT vvemg lanT ens e3=
fixed my official seal at the City of Raleigh, this the 23 day of
February, 1945.
—Chairman
N. C. Rural Electrification Authority
...�...- �s E D
FEB 24 1945
THAN ;:.:USE
SECRETARY OF STATE