SW7100113_CURRENT PERMIT_20210809

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW /a&A
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEQ��/
YYYYMMDD

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
August 9, 2021
Albemarle Electric Membership Corporation
Attn: Mr. Gary Ray
PO Box 69
Hertford, NC 27944
Subject: Stormwater Permit No. SW7100113
Albemarle Electric Membership Corporation
Winfall Facility
Perquimans County
Dear Mr. Ray:
The Washington Regional Office received your request to renew the subject Stormwater
Management Permit Application for Albemarle Electric Membership Corporation on July
19, 2021. 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 August 9, 2021, for the continued operation and maintenance 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.
This permit replaces the previous stormwater permit for this project and shall be
effective from the date of issuance until August 9, 2029 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 this office at [phone].
Sincerely,
Samir Dumpor, PE
Regional. Engineer
cc: WARO
ec: Gary.RaV(@aemc.COm
rl �', North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall ! Washington, North Carolina Z788q
ar
Mp��mmlef Een,mmmlaILLWXY 252a46.6481

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY MINERAL AND LAND RESOURCES
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 Energy, Mineral
and Land Resources and considered a part of this permit.
This permit replaces the previous stormwater permit for this project and shall be effective from the
date of issuance until August 9, 2021, and shall be subject to the following specified conditions and
limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. 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.

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 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.
C.
d.
e.
f.
9
h.
i.
j.
k.
I.
M.
n.
o.
P.
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Average Pond Design Depth, fe
TSS removal efficiency:
Design Storm, inches:
Permanent Pool Elevation, FMS
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
11.96
296,257
et: 3.41
90%
1.50
L: 3.50
32,442 at permanent pool
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:
Drainage Area, ft2:
26,926
Total Impervious Surfaces, ft2:
15,685
Design Storm, inches:
1.50
Permanent Pool (PP)Elevation, FMSL:
10.00
Shallow Water (PP) Surface Area, ft2:
1,475
Temporary Pool (TP) Elevation, FMSL:
11.00
Shallow Land (TP) Surface Area, ft2:
1,506
Required Storage Volume, ft2:
3,670
Permitted Storage Volume, ft3:
3,781
Controlling Orifice:
0.75"0 pipe
Permitted Forebay Volume, ft3:
455
Receiving Stream/River Basin:
Mill Creek/Pasquotank
Stream Index Number:
30-6-5-(1)
Classification of Water Body:
"SC"
II. SCHEDULE OF COMPLIANCE
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.

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.
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.
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.

13. The permittee shall submit to the Division 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. 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.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by Division staff. 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.
17. 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.
18. A decorative spray fountain shall not be allowed in the constructed wetland system.
19. 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. 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 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.
20- 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 accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such time as the
Division approves 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 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.

11
3
0
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.
The permittee grants Division Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
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.
12. This permit shall be effective from the date of issuance until August 9, 2029.
permit renewal shall be submitted 180 days prior to the expiration date of this
be accompanied by the processing fee.
Permit issued this the 91h day of August 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7100113
Application for
permit and must

Date Received
Fee Paid
Permit Number
�
1/1 11-I
1 IS'031.
00
00
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-396 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW7100113
2. Project name: Albemarle Electric Membership Corp -
3. Project street address: Creek Drive
City: Winfall County: Perquimans ZIP
27909
4. What, if any, changes have been made to the project as permitted? No changes
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https://deg.nc.goy/about/divisions/energy-
minera I-land-resources/enercty-mine ra I -la nd-rules/stormwater-prop ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https://deg.nc.gov/about/divisions/energv-mineral-land-
resources/energv-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1.
2.
3.
4.
5.
3
Current Permit Holder's Company Name/Organization: Albemarle Electric Membership Corporation
Signing Official's Name: Gary Ray
Signing Official's Title: Executive Vice President/General Manager
Mailing Address: PO Box 69
City: Hertford State: NC ZIP
Street Address: 125 Cooperative Way
City: Hertford State: NC ZIP
Phone: [phone] Email: Gary. Ray(Maemc.com
27944-0069
27944
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Ipit" I each item below to indicate that the required information is provided in the application package:
[ayl 1. A permit application processing fee of $505.00 payable to NCDEQ.
12�13 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity - a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. O&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and 1 will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.qov/on line services/search/by title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

4
D. PERMITTEE'S CERTIFICATION
I, — l % , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, c rTctt and c°�p\late. Signature: J �.I�I Date: 11 is 1 ZAU
NOTARIZATION:
I, M.hw, a Notary Public for the State of
V-"As , C aYo\.na County of do hereby certify
that C aZr�� W personally appeared before me
this the
day of
execution of the forgoing instrument. Witness my hand and official seal,
20_2 % , and acknowledge the due
(Notary Seal) ��.� �t%ER 4f Q
Notary Signature: _tkA QU-n_ -Tn C'LALl n
My commission expires —$.,%NA \q - 202>,�
'.
Stormwater Permit Renewal Application Form Page 3 of 3
May 11, 2018

Booth & Associates
Ju1v 7, 2021
VIA UPS
Division of Encrgy, Mineral & Land Resources
Slormwater Program
Washington Regional Office
943 Washington Square Mall,
Washington, NC 27889
Subject: Albemarle Electric Membership Corporation Permit Renewal
SCM As -Built Certification
To Whom It Mav Concern
1. Robert S. Young, Jr, P.E. (License No. 039995), contend that the permanent
slonuwater wcl detention basin and constructed wetland built for Albemarle Electric Membership
Corporation's office located on Creek Drivc in Winfill. NC were built and maintained in
accordance with the NCDEQ-approved pennit plans and that the stonnwater treatment systems
are fully functional. I attest to this based on an on -site inspection and survey data obtained by
Mark E. Cullifer, P.L.S. (License No. L-4910) on June 24, 2021.
If you have any questions, please call Briana Eddy at Booth & Associates, LLC at 919-
951-8770 est. 198 or email at b.cddvnbooth-assoc.com.
Sincerely.
BOOTH X ASSOCIATES, LLC
RSY/jcs
cc: Briana D. Eddy
21-10305-6001
Robot S. Young, Jr, P.E.
7/14/2021
5811 Glenwood Avenue 919.851.8770 office
Raleigh, NC 27612 919.859.5918 facsimile
www.booth-assoc.com

Permit No.
(to be pros d d by DWO)
t:!b
APR 2 1 2010
AN '
NCDENR
o201F W ATF9OG
h 7'
� r
o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
I11 DESIGNI INFORMATION
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 mnoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the tyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rafional 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 pen. 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 stale -required temp. pool?
Elevation of the top of the additional volume
William W. Dreitzler. P.E.
26-Apr-10
1 I
(- -- _521,132 if
296,257.'ft"
56.85 %
1.5'in
36,566',ft'
79,512 it'
Y ,(Y or N)
3.1,in
OK
OK, volume provided is equal to or in excess of volume required.
0.301(unifless)
0.70, (unifiess)
0.13 inlhr OK
0.46 ft'isec
1.06 ft'Isec
0.62 ftsisac
5,60 fmsl
3.50 fmsl
3.50, fmsl
4.00; mist
3.00 fmsl
-1.00 first
2.00; fmsl
1.00It -
N'Y (Y or N)
i 5.6'fmsl OK
S u(- ./
�.rll
Form SW401-Wet Detention Basin-Rev.8-9117109 Pans I. & II. Design Summary, Page 1 of

Permit No.
(fo bs provided by DWO)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pod
41,335. fe
Area REQUIRED, permanent pool
29,705 fe
SAIDA ratio
5.70,(unitess)
Area PROVIDED, permanent pool, fb,,,, o„I
32,442ft2
OK
Area, bottom of 10ft vegetated shelf, A.,,,,r
27,790It'
Area, sediment cleanoul, top elevation (bottom of pond), Aw ,,
13,153'fts
Volumes
Volume, temporary pool
79,5lie
OK
Volume, permanent pool, Vr,,,
( 100,658,%s
Volume, forebay (sum of forebays it more than one forebay)
19,001;itr
Forebay %of permanent pool volume
18.9% %
OK
SAIDA Table Data
Design TSS removal
90%
Coastal SNDA Table Used?
I Y I(Y or N)
MountaindPledmonl SAIDA Table Used?
I N I(Y or N)
SAIDA rate
5.70 (unitess)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
(Y or N)
Volume, permanent pool, V,,,,y„
100.658 fe
Area provided, permanent pool, !y„,,,,_,,,I
32,442 fe
Average depth calculated
I Iit
Need 3 If min.
Average depth used in SAIDA, d„, (Round to nearest 0.5fl)
) I0
Calculation option 2 used? (See Figure 10-2b)
1 Y I(Y or N)
Area provided, permanent pool, A,..
32,442 IfT
Area, bottom of 100 vegetated shelf, Am,."
27,790 fe
Area, sediment deanout, top elevation (bottom of pond), An via
13,153 f?
"Depth" (distance b'w bottom of 10ft shelf and top of sediment)
4.00 If
Average depth calculated
I 3,411 fl
OK
Average depth used in SAIDA, d,,, (Round to nearest 0.50)
I 3.51t
OK
Drawdown Calculations
Drawdown through onfice?
Diameter of odfice (it circular)
Area of orifice (if -non -circular)
Coefficient of discharge (CD)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge IQ
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak fax
Storage volume discharge rate (through discharge odfice or weir)
Storage volume drawdoxn 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 office?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Copures all runoff at ultimate bui)dout?
Drain mechanism for maintenance or emergencies is:
Form SW401-Wet Detention Bas n,Rev.e-e/17/o9
I 1.08'ryslsec
I 0.26,0sec
3.151days
OK, draws down in 2-5 days.
Parts I. a II. Design Summary, Patio 2 of 2

Permit
(to be provided by D WQ)
IIItREQUIRED;ITEMS"CHECK_LISTN
Please indicate the page or plan sheet numbers where the supporting documentation can be found.An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below.lf a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
W69, C' r t 1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROM,
- Overflow device, and
- Boundaries of drainage easement.
N 6 k C- II"(c 2. Partial plan (1" = 30' or larger) and details for the wet detention basin shovring
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
-Vegetation specification for planting shelf, and
- Filter strip.
p
INS
C U6
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
n
C 1' S
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
tC
1•5
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
n
N1"
ATT.
7. The supporting calculations.
,v 5 �N
A TT.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Ni 5k Ali TT. 9. A copy of the deed restrictions (if required).
NS R P'r i 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Part III. Required Items Checklist, Page 1 of 1

517 /oo 113
ATA
NCDENR
o201, W AT f,9
T
r
O -~c
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 1/1) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
II. DESION11NFARMATION
Site Characteristics
Drainage area j 26,9x_66 It,
Impervious area 15,685.00:ft2
Percent impervious 58.3%% dy — N pv� -�FIr�
Design rainfall depth i 1.50 inch
fl;, �.9vb
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 pooliponding depth (DPI„ )
Drawdown time
Diameter of orifice
Coefficient of discharge (Co) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
f 3.12
— 7in
0.13
inlhr
0.02
ift'Isec
0.05
ft'/sec
H3
ft'lsec
300.00 7ft,
3,781.00 ft'
1933.00 'ft'
1 350.00; fl'
4,020.06ft'
3670.00 ft'
3.781.00 ft'
F_ 12.00 in
2.66 days
0.75 in
I
0.60� (unitless)
I
0.33 ft
APR 2 7 2010
OK
OK
OK
OK
Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
X2
Form SW401-Wetiand-Rev.6-11/16/09 Parts I and II. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Welland
F 3,7B1.00 flZ
OK
Shallow Land
! 1,506.00;flZ.
OK
The shallow land percentage is:
40% %
Shallow Water
1 1,475.20 ftZ
OK
The shallow water percentage is:
39% %
Deep Pool
Forebay portion of deep pool (pretreatment)
455.30'ft2
OK
The forebay surface area percentage is:
12% %
Non-forebay portion of deep pool
344.50,ft2
OK
The non-forebay deep pool surface area percentage is:
9% %
Total of wetland zone areas
3,781.00 ftz
OK
Add or subtract the following area from the zones 0.00 ft
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
11.00,ft amsl
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
16.00 It amsl
Shallow Water bottom
9.70 It amsl
Most shallow point of deep pool's bottom
7.00 If amsl
Deepest point of deep pool's bottom
7.00 It amsl
Design must meet one of the following two options:
This design meets Option #1,
_
Top of PPE is within 6" of SHWT, If yes:
y � (Y or N)
SHWT (Seasonally High Water Table)
10.50 It amsl
OK
This design meets Option 12,
(Y or N)
Wetland has liner with permeability < 0,01 in/hr, If yes:
Depth of topsoil above impermeable liner
i ;in
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
3.60 in
OK
Deep Pool (shallowest)
36,00 in
OK
Deep Pool (deepest)
36.00 in
OK
Planting Plan
Are cattails included in the planting plan?
n (Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4* cubic -inch container)
400
Number of Plants recommended in Shallow Land Area:
Herbaceous (4' cubic -inch container), OR
400
Shrubs (1 gallon or larger), OR
64
Trees (3 gallon or larger) and Herbaceous (4+cubic-inch)
8 and
320
Number of Plants provided in Shallow Water Area:
_
Herbaceous (4' cubic -inch container) ;
_ _
400
OK
Number of Plants provided in Shallow Land Area:
Herbaceous (4` cubic -inch container) F
_
320.
More required if not planting shrubs or trees.
Shrubs (1 gallon or larger)
0
More required if not planting herb. and/or trees.
Trees (3 gallon or larger) and !
8
OK
Grass -like Herbaceous (4+cubic-inch)
320'
OK
Form SW401-Wetland-Rev.6-11/16/09 Parts I and 11. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
What is the length of the vegetated filter?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
(--y �(YorN)
I n I(YorN)
( Ift
y I(YorN)
I y II1(YorN)
y I(YorN)
2.44 :1
66.00 ft
27.00 It
Approximate surface area using length and width provided 1,782.00 it'
Will the wetland be stabilized within 14 days of construction? y j (Y or N)
OK
Excess volume must pass through filter.
OK
OK
OK
OK
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
OK
E C:,R I
72�73 �
Y ._`O fir'«;a _G';.�•
'"N/III 1{ •••- I�
� �, IIV✓' l J
q46.
Form SW401-Wedand-Rev.6.11/16/09 Parts I and II. Project Design Summary, Pape 3 of

Permit No.
(to be provided by DWQ)
IIINREQUIREDITEMSICHECKEIST}va"'
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
MS r 1
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Wetland dimensions (and length to width ratio),
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
1�+ C- t (0
2. Plan details (1" = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
C Mo
3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
NL'� C 1, to 4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
N SR C t• S 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
p drainage area is stabilized.
N S `` 4TT_ 6. The supporting calculations (including drawdown calculations).
S Q A �r.,�► . 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�Q 4 1 I 8. A copy of the deed restrictions (if required).
n! S Q M 9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an
acceptable source of soils information.
SW401-Wetland-Rev.6-11/16/09 Part III, page 1 of 1

Permit Number: 4j / / D O( f 3
(to be provided by DWQ)
Drainage Area Number: (_
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided. JAN 2 8 �010
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed,
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application,
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

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

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
I Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 4.5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Sediment Removal E' . -1
ON
Bottom Elevatio_2 = ]/-ft Min.
\\ / Sediment
Storage
Permanent Pool Elevation 3.5
Sediment Removal Elevation _1 ,}Noll
Bottom Elevation -2 I1-ft
Storage
FOREBAY
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Albemarle Electric Membership Comoration
BMP drainage area
Print name: Bradley V. Furr
Title: Executive Vice President and General Manager
Address: 159 Creek Drive, Hertford, NC 27944
Date: /6V -�y-O y
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ,66-"-2-prn le , a Notary Public for the State of
wJ(4 f\ Cel_6(l m�_ , County of do hereby certify that personally appeared before me this 1/
day of 'GP C��( , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, C �s Zee Jd A(-'-071�
SEAL
My commission expires // - /12-/
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

FEB 1 2010 Permit Number: _5'W710b113
(to be provided by UWQ)
Drainage Area Number: 09,
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately following construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
I • . ,:, ;
: Potentialproblem:"
How I will remediate the , noble" '+'fi",i),i'>n'
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and '
water until it is established. Provide lime
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
Inlet device: pipe or
swale
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged if applicable) .
Erosion is occurring in the swale (if
Regrade the swale if necessary to smooth
applicable).
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion.
Form SW401-Welland O&M-Rev.4 Page 1 of 3

!4BMP;element:'i%' `' Potentialproblem: `
Forebay Sediment has accumulated in the
forebay to a depth that inhibits the
forebay from functioning well.
Deep pool, shallow water
and shallow land areas
Embankment
Micropool
Receiving water
has occurred.
are present.
Algal growth covers over 50% of the
deep pool and shallow water areas.
Cattails, phragmites or other invasive
plants cover 50 % of the deep pool and
shallow water areas.
Shallow land remains Flooded more
than 5 days after a storm event.
Plants are dead, diseased or dying
Best professional practices show that
pruning is needed to maintain optimal
plant health.
Sediment has accumulated and
reduced the depth to 75% of the
original design depth of the deep
pools.
A tree has started to grow on the
embankment.
An annual inspection by appropriate
professional shows that the
embankment needs repair.
Evidence of muskrat or beaver activity
is present.
Sediment has accumulated and
reduced the depth to 75 % of the
original design depth.
Clogging has occurred.
The outlet device is damaged
Erosion or other signs of damage
occurred at the outlet.
Permit Number:
(lobe provided by DWQ)
How Iwill remediate the prolilein. �,+',".:?•!i'
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
Remove the weeds, preferably by hand. I
a pesticide is used, wipe it on the plants
rather than spraying.
Consult a professional to remove and
control the algal growth.
Remove invasives by physical removal or
by wiping them with pesticide (do not
sorav) - consult a Drofessional.
device immediately.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the around cover if necessarv.
Prune according to best professional
practices.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Consult a dam safety specialist to remove
the tree.
needed repairs.
a professional to remove
or beavers.
Search for the source of the sediment and
remedy the problem if possible. Remove
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Clean out the outlet device. Dispose of the
sediment off -site.
Kepair or replace the outlet device.
Contact the NC Division of Water (
401 Oversight Unit at 919-733-1786.
Form SW401-Wetland O&M-Rev.4 Page 2 of 3

Permit Number:
(ro be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible party.
Project name: Albemarle Electric Membership Corporation
BMP drainage area number:
Print name: Bradley V. Farr
Title: Executive Vice President and General Manager
Address:__ 159 Creek Drive, Hertford, NC 27944
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, �s��u�� \��, a Notary Public for the State of
NotA-Vv hu-M, c\�, County of 1K-IccL Fvt c-\c,-�� , do hereby certify that
aJr-c.cAT ��C personally appeared before me this 91 day of
coo t), and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 11 %<:2
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

Deed Restrictions & Protective Convenances JAN 2 8 2010
I, Bradley V. Furr acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot within the project
known as Albemarle Electric Membership Corporation
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW710 0 113 as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. 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.
5. Alteration of the drainage as shown on the approved plan may not take place without
the concurrence of the Division of Water Quality.
6. A stormwater management system must be designed and permitted through DWQ before
construction of any future development.
7. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
8. The project and each lot will maintain a 30'" foot wide vegetated buffer between all impervious
areas and surface waters.
"50 foot for projects located in the 20 coastal counties.
a Notary Public in the
State of c_ County of
do hereby certify that ('a(AA'k � \1 \I o' C personally appeared
before me this the I t`_ day of 20 GPI , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAT_ _.•
SignatLTre
My Commission expires
Page 1 of 1