SW6100902_CURRENT PERMIT_20191216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �L
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ .COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Wedgefield Owners Association
Attn: R. Carroll Thomas, President
PO Box 43036
Fayetteville, NC 28309
NORTH CAROLINA
Environmental Quality
December 16, 2019
SUBJECT: State Stormwater Management Permit SW6100902
Wedgefield
High Density Subdivision Project
Hoke County
Dear Mr. Thomas:
The Fayetteville Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR) received a
complete State Stormwater: Permit Transfer Application Form on December 11, 2019 to transfer State
Stormwater Management Permit SW6100902 as issued on January 16, 2014 to Thomas Family Business, Inc. for
Wedgefield. Per the inspection report dated December 3, 2019 resulting from an inspection conducted on
November 26, 2019, the project was determined to be compliant with the terms and conditions of the current
permit and approved plans. Therefore, we are forwarding herewith State Stormwater Management Permit
SW6100902, dated December 16, 2019, as transferred and reissued to Wedgefield Owners Association for the
construction, operation and maintenance of the subject project and associated stormwater control measures. This
permit shall be effective from the date of transfer and reissuance until January 15, 2022 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 control measures 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written
petition must conform to Chapter 150E of the North Carolina General Statutes. Per NCGS 143-215(e), the petition
must be filed with OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all
questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail
Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.ncoah.com, Unless such demands are made, this permit shall be final and binding.
If you have any questions or concerns, please contact me at [phone] or [e-mail].
Sincerely,
/ ichael Lawyer, CPSWO
Environmental Program Consultant
DEMLR
CC' R. Carroll Thomas, President —Thomas Family Business, Inc. (via e-mail)
Diane Loes, Treasurer/Secretary — Thomas Family Business, Inc. (via e-mail)
Radford Brown, Manager — Southeastern HOA Management, LLC (via e-mail)
Robert Farrell — Hoke County Planning Department (via e-mail)
Scott Brown, PE — 4D Site Solutions (via e-mail)
FRO — DEMLR, State Stormwater Files
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Fayetteville Regional Office 1 225 Green Street. Suite 7141 Fayetteville, North Carolina 28301
mtie
910.433.3300

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Wedgefield Owners Association
Wedgefield
Hoke County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
Session Law 2006-246 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 shall be effective from the date of issuance until January 15, 2022 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.
This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.5 of this permit. The subdivision is permitted for 290 single-family lots,
each allowed a maximum of 2,800 square feet of built -upon area.
3. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
4. The built -upon areas associated with this project shall be located at least 30 feet landward of all
perennial and intermittent surface waters.
5. 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: 125.47
Onsite, ft2: 4,642,916
Offsite, ft2: 822,585
b. Total Impervious Surfaces, ft2: 1,372,279 (25.11%)

Lots at 2,800 ft2 per lot:
Roads/Parking, ft2:
Other, ftz:
Offsite, ft2:
Average Pond Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL
Permitted Surface Area @PP, ft2:
Permitted Storage Volume, ft3:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
812,000
457,910
79,465
22,904
5.45
90%
1.01,
255.20
131,422
340,563 at temporary pool
257.5
3"0 pipe
698,863
142,972
Stewarts Creek / Cape Fear
18-31-21
"C„
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 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 lot,
including driveways and sidewalks, does not exceed the allowable built -upon area. Once the lot
transfer is complete, the built -upon area may not be revised without approval from the Division
of Energy, Mineral and Land Resources, and responsibility for meeting the built -upon area limit
is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is set up to review plans for compliance with the
BUA limit, the plans reviewed must include all proposed built -upon area. Any approvals given by
the Board do not relieve the homeowner of the responsibility to maintain compliance with the
permitted BUA limit.
4. 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.
5. The Director may determine that other revisions to the project should require a modification to
the permit.
6. 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.

7. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
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. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
12. 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 SW6100902, as issued by the Division of
Energy. Mineral and Land Resources 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 Energy, Mineral and
Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take place without
the concurrence of the Division of Energy, Mineral and Land Resources.
f. The maximum built -upon area per lot is 2,800 square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of
the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters, which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales and directing them into the pond or street.
Lots that will naturally drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit modification.
13. 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.
14. Decorative spray fountains will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may be
used only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.

d. The maximum horsepower for the fountain's pump is based on the permanent pool
volume. The maximum pump power for a fountain in this pond is 1 HP.
15. Prior to transfer of the permit, the stormwater facilities will be inspected by Division 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.
16. 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 revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
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.
17. Records of maintenance activities must be kept and made available upon request to authorized
personnel of the Division of Energy, Mineral and Land Resources. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
18. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the
Director. In the event there is either a desire for the facilities to change ownership, or there is a
name change of the Permittee, a "Name/Ownership Change Form" must be submitted to the
Division of Energy, Mineral and Land Resources accompanied by appropriate documentation
from the parties involved. This may include, but is not limited to, a deed of trust, recorded deed
restrictions, Designer's Certification and a signed Operation and Maintenance plan. The project
must be in good standing with the Division of Energy, Mineral and Land Resources. 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 of the terms and conditions of this permit
until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Energy. Mineral and Land Resources, 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), which have 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 permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
Permittee grants permission to Division staff to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 calendar days.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for
a minimum of ten years from the date of the completion of construction.
10. A renewal request application must be submitted to the regional office at least 180 calendar
days prior to the expiration date of this permit.
Permit transferred and reissued this the 16'h day of December 2019.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for . Daniel Smith, irector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
State Stormwater Management Permit SW6100902

',ULMLK UJt UNLY
IrDate Received Fee Paid Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 02H.1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at: http'//deq nc gov/contacUregional-offices.
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until:
1. the current permittee resolves all non-compliance issues identified in the inspection report;
2. the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party(ies), and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit.), or
3. in the case where a transfer falls under Q. S. 143-214.7(c2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official (for current and proposed permittee) must meet the following:
• Corporation - a principal executive officer of at least the level of vice-president;
• Limited Liability Company (LLC) - the designated manager, (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H.1040) that shows they have legal authority to sign for
the LLC) RECEIVED • Municipality - a ranking official or duly authorized employee;
• Partnership or limited partnership - the general partner,
Sole proprietor,DEC 11 2019
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatories noleUip,E[me)abo ve, asFICE
applicable.
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW6100902
2. Project name: Wedgetield
Is this an updated project name from the current permit? ❑ Yes ® No
3. Reason for the permit transfer request:
Property is being transferred from the original developer to the HOA
Stormwater Permit Transfer Application Form Page 1 of 7 April 27, 2018

B. PERSON(S) WHO HAVE SIGNED THIS FORM (select only one response below)
® 1. Both the current and proposed permittees
❑ 2. Only the current permittee of a condominium or planned community (skip Part F & G).
In accordance with G. S. 143-214.7(c2) (see also SL 2011-256), this type of transfer is allowed only
when all of the following items can be truthfully checked:
❑ Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent (50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act (see §47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
❑ 3. Only the proposed permittee (skip Part D below).
In accordance with G.S. 143-214.7(c5) (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked.,
❑ a. The proposed permittee is either (select one of the following):
❑ The successor -owner who holds title to the property on which the permitted activity is
occurring or will occur;
❑ The successor -owner who is the sole claimant of the right to engage in the permitted
activity.
❑ b. The current permittee is (select at least one of the following, but all that apply):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activity is occurring or will
occur.
❑ Other (please explain):
❑ c. The proposed permittee agrees to the following requirements (all must be selected):
❑ There will be no substantial change in the permitted activity.
❑ The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred.
❑ The successor -owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
Stormwater Permit Transfer Application Form Page 2 of 7 April 27, 2018

C. SUBMITTAL REQUIREMENTS
Please mark 'Y'to confirm the items are included with this form. Please mark X' if previously provided. If not
applicable or not available, please mark N/A.:
Y 1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.3D(e)(2).
Y 2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items.
Y 3. For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina.
Y 4. If Part B, Items 1 or 3 of this form is selected, the signed and notarized
applicable O&M agreement(s) from the proposed permittee, as required by the permit.
Y 5. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
X 6. If required by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans.
Y 7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the project has
been built, documentation that the maximum allowed per lot built -upon area or the maximum
allowed total built -upon area has not been exceeded. If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants.
8. If transferring under G.S. 143-214.7(c2) (i.e., Part B, Item 2 of this form is selected),
documentation verifying that 50% or more of the lots have been conveyed to individuals (not
builders). Copies of the deeds of conveyance or a chart listing the lot number, lot address,
owner's name, conveyance date and deed book and page number are acceptable.
9. If transferring under G.S. 143-214.7(c5) (i.e., Part B, Item 3 of this form is selected), provide legal
documentation supporting the dissolution of the corporation or documentation supporting the
current permittee was lawfully and finally divested of title of the property.
10. A copy of the lease agreement if the proposed permittee is the lessee.
11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
12. A copy of the development agreement if the proposed permittee is the developer.
Stormwater Permit Transfer Application Form Page 3 of 7 April 27, 2018

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION Please be sure to provide Email.
1. Current Permit Holder's Company Name/Organization:
Thomas Family
Business, Inc
2. Signing Official's Name: Carroll Thomas
3. Signing Official's Title: President
4. Mailing Address: PO Box 43036
City: Fayetteville
State: NC
ZIP: 28309
5. Street Address: 605 S. Reilly Road
City: Fayetteville
State: NC
ZIP : 28314
6. Phone: [phone]
Email: cthomas().highlanderfay.com
I, Carroll Thomas , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application. I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit. I have provided a copy of the following documents to
the proposed permittee named in this application form: (select all that apply)
® the most recent permit;
® the designer's certification for each SCM;
® any recorded deed restrictions, covenants, common areas, drainage easements or plats;
® the approved plans and/or approved as -built plans;
® the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
® a copy of the most recent inspection report,
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete I assign all rights and
obligations as permittee to the proposed permittee named below. I understand that this request to transfer the
permit may not be approved by the pEMI R unless and until the facility is in compliance with the permit.
Signature: / ��,�� Date:
I, 01*2� beO\ U l GrIP LC-15 , a Notary Public for the State of
dortj (,a ro I.'tir, County of Hoke , do hereby certify
that
this
N0TAR
personally appeared before me
'y' day of `forfo oom hr0 , 201?, and acknowledge the due
forgoing instrument. Witness my hand and official seal,
My commission expires � V
.� •
Stormwater Permit Transfer Application Form Page 4 of 7 April 27, 2018

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
® Property owner (Also complete Part F.)
® Home Owners Association (HOA), Property Owners Association (PDA), or Unit Owner Association
(UOA) (Also complete Part F.)
❑ Lessee - Attach a copy of the lease agreement. Both the lessee and the property owner will appear on
the permit as co-permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner. (Also complete Parts F & G.)
❑ Purchaser -Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
permit reverts to the property owner. (Also complete Parts F & G.)
❑ Developer - Attach a copy of the development agreement. Both the developer and the property owner
will appear on the permit as co-permittees. If the development agreement is terminated, responsibility for
the permit reverts to the property owner. (Also complete Parts F & G.)
2. Proposed permittee name (check one of the following and provide the name):
❑ Corporation, LLC, Partnership, Municipality name:
® HOA / POA / UOA name: Wedgefield Owners Association
❑ Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name: R. Carroll Thomas
b. Signing Official's Title: President
c. Mailing Address: P.O. Box 43036
City: Fayetteville State: NC ZIP: 28309
d. Street Address: 605 S. Reilly Road
City: Fayetteville State: NC ZIP : 28314
e. Phone: [phone] Email: cthomas(a)highlanderfay.com
4. If there is a Management Entity that manages the property for an HOA, PDA or UOA, please provide:
Please be sure to provide Email.
a. Management Company or Business name: Southeastern HOA Management LLC
b. Contact Name: Radford Brown Title: Manager
c. Mailing Address: 2557 Ravenhill Drive Suite 1-C
d. City: Fayetteville State: NC ZIP: 28303
e. Phone: [phone] Email: rad(dsoutheasternhoa.com
Stormwater Permit Transfer Application Form Page 5 of 7 April 27, 2018

F. PROPOSED PERMITTEE CERTIFICATION
I,Wedgefield Owners Association , hereby notify the DEMLR that I have acquired through sale, lease,
development agreement, or other legal transfer, the project/property covered by the stormwater management
permit and/or the responsibility for constructing and/or operating and maintaining the permitted stormwater
management system. I acknowledge and attest that I have received a copy of: (select all that apply):
❑ the most recent permit;
❑ the designer's certification for each SCM,
® any recorded deed restrictions, covenants, common areas, drainage easements or plats;
® the approved plans and/or approved as -built plans;
® the approved operation and maintenance agreement,
❑ past maintenance records from the previous permittee (where required),
® a copy of the most recent inspection report,
❑ Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written document statement, with a 'plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written 'plan of action and
schedule" must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit. I will construct the project's built -upon area as shown on the
approved plans; and I will {construct), operate and maintain the approved stormwater management system
pursuant tot 7quirements li ted n the permit and in the operation and maintenance agreement.
Signature: _ „ s-�Q X` � L. rt_ _ Date: !.l- It — 6 I
I, E4-za hPM 7. 4oios -,a Notary Public for the State of North Carolina, County of
Cumberland, do hereby certify that Carroll Thomas, President of Wedgefield Owners Association personally
appeared before me this the q -8- day of 20_j�_, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
E(H D,
J
Notary Signature �p,�_ OURY
My commission expires G f'UBt�G
V.
lew j
Stormwater Permit Transfer Application Form Page 6 of 7 April 27, 2018

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed permittee. The permit will revert to
the property owner if the purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organization:
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City:
Phone: (_) Email:
ZIP :
I, , hereby certify that I currently own the property identified in
this permit transfer document and acknowledge that the Proposed Permittee listed in Part F will be purchasing the
property, developing the property on my behalf, and/or leasing the property from me. A copy of the purchase
agreement, development agreement or the lease agreement, which names the party responsible for the
construction and/or operation and maintenance of the stormwater system, has been provided with the permit
transfer request.
I agree to notify DEMLR within 30 days if there are any changes to the purchase, developer or lease agreements
and will submit the applicable completed and signed Permit Information Update Form, or Permit Transfer
Application Form to address these changes. As the legal property owner, I acknowledge, understand, and agree
by my signature below, that the permit will revert to me and I will be responsible for complying with the DEMLR
Stormwater permit if the property purchase, lease or developer agreement/contract is cancelled or defaults. I
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner
my hand and official seal,
(Notary Seal)
Notary Sig
My commission expires
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the day of
20 , and acknowledge the due execution of the forgoing instrument. Witness
Stormwater Permit Transfer Application Form Page 7 of 7 April 27, 2018

State Stonnwater Permit
Permit No. SW6100902
Wedgefield
Hoke County
Designer's Certification
I, C. Scott Brown _ _ _ as a duly registered Engineer in
the State of North Carolina, having been authorized to observe erlodicall eekly/full
time) the construction of the project,
Wedgefield Subdivision
(Project)
for Thomas Family Business, Inc (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:
4D Site Solutions, Inc is not the engineer of record. The design engineer is no longer in business. 4D did not
witness any of the pond construction. The pond was constructed and most of the surrounding homes built prior
to our involvement. 4D surveyed the pond and compared to the design drawings. The wetlands plants along
the vegetated shelf have not been installed to date. Ground cover on the vegetated shelf is progressing. The
owner has had a difficult,time in establishing permanent ground cover. However, no significant erosion has been
observed along the barges.,
Signature tia✓ �' S��
Registration Number
Date
October 15, 2019
027452
I9yMI
CRR
I
O�
SEAL
027452
N.... C ?; c
,COTT gP.
Page 1 of 2

State Stormwater Permit
Permit No. SW6100902
E
Certification Requirements:
X 1. The drainage area to the system contains approximately the permitted
acreage.
X 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
X 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
X 4. All roof drains are located such that the runoff is directed into the system.
X 5. The outlet/bypass structure elevations are per the approved plan.
X 6. The outlet structure is located per the approved plans.
X 7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
X 9. Vegetated slopes are no steeper than 3:1.
X 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
X 11. The permitted amounts of surface area and/or volume have been
provided.
X 12. Required drawdown devices are correctly sized per the approved plans.
X 13. All required design depths are provided.
X 14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
X 15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Fayetteville Regional Office
Page 2 of 2

Certificate of Resolutions and Incumbency
The undersigned, being the Secretary of Thomas Family Business, Inc., a North Carolina
corporation, (the "Company") hereby certifies to NC DIEQ Division of Energy, Mineral and I and
Resources that the information provided below is true and correct:
INCUMBENCY CEIZTIFICATE
The undersigned hereby certifies that the following persons serve in the capacities set forth
opposite their names below, and that said individuals were serving in such positions through the
dale hereof, and that each such person has been and was duly elected to such position and qualified
therefor in conformity with the Articles oflncorporation and Bylaws of the Company and that they
continue to hold these offices at the present tune, and that the signatures which appear below are
genuine, original signatures of each, respectively:
Name (printed) Position and Signature
Carroll "Thomas esr ent
RECEIVED
DEC 11 2019
(( DEQ-FAYETTEVILLE REGIONAL OFFICE
t II Zttbt°)h �?j Secretary
AND I FUR'1'1-IER CE1071'Y AND WARRANT that the Company is a corporation organized
under the laws of the State ofNorth Carolina, is currently a corporation in good standing under the
laws of the State of North Carolina, having filed, on record, all necessary required documents and
reports as of the date of this Certificate of Incumbency.
1N WITNIESS WHEIZE01', the undersigned has hereunto set the undersigned=s hand on this 18rh
day of November, 2019.
1 �toir�is �'amt y :nr�s� -TJ
Namc: b - %dc
Title: Secretary of Thomas Family Business, Inc.

Permit No.
(to be provided by DWQ)
22010
TA LLB
OF W A T1,
'I V' Q A2 OG
'�I 111E
NCDENR
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.
I: PROJECT INFORMATION .. .. ,. p.f„'� •'.� •',' 1Y1. 1. z=„'$
Project name Wedgefield
Contact person Thomas Carroll
Phone number 910-864-0864
Date 9/291'2010 , - -
Drainage area number
IL. DESIGN INFORMATION.
Site Characteristics
Drainage area 3,417,282ft'
Impervious area, post -development 717,010. ft'
%impervious 20.98 %
Design rainfall depth 1,0. in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SAWaters
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 prelpost control of the 1yr 24fir storm peak Flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr stonn
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
SH WT elevation (approx. at the perm. pool elevation)
Top of 10fl vegetated shelf elevation
Bottom of 100 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
Form SW401-Wet Detention Basin-Rev.8-9117109
f 681015 fl3 OK
�...: 340,563LL. rya
OK, volume provided is equal to or in excess of volume required.
it
Y (Y or N)
3.0 in
0.30 (unitless)
0.46 (unidess)
0.13 inlhr OK
3.06 ft3lsec
4.69 ft3lsec
1.63 ft3lsec
.. 257.50 fmsl
255.20 first
250.00 fmsl
255.70 fmsl
254.70Ymsl Data not needed for calculation option #1, but OK if provided.
' 248.00'fmsl
247.00 fmsl Data not needed for calculation option #1, but OK if provided.
1.00 It
Y, :. ,(Y or N)
257.5 fmsl OK
Parts I. 8 II. Design Summary, Page t of 2

Permit No.
It. be pmvideb by DWQ)
II: DESIGN INFORMATION- .,-, _€ �„ _.. efi. „�� d..r
Surface Areas
Area, temporary pool
158,642 fh
Area REQUIRED, permanent pool
32,464 ftz
SAIDA ratio
0.95 (unifless)
Area PROVIDED, permanent pool, Ate,,,,.
131,422 ft'
OK
Area, bottom of 1 Oft vegetated shelf, A,i y,ei,
120,981 ft'
Area, sediment cleanout, top elevation (bottom of pond), Acoi�ma
: 69,014 ft'
Volumes
Volume, temporary pool
340,563 ft'
OK
Volume, permanent pool, Vp,.,,,.
698,863, ft'
Volume, forebay (sum of forebays if more than one forebay)
142,972. ft'
Forebay % of permanent pool volume
20.5% %
OK
SAIDA Table Data
Design TSS removal
- 90%
Coastal SAIDA Table Used?
�. N... (Y or N)
MountaiNPiedmont SAIDA Table Used?
Y (Y or N)
SAIDA ratio
0.95 (unilless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y, .. (Y or N)
Volume, permanent pool, Vim,,,,
698,863 ft'
Area provided, permanent pool, Anm,r,�
131,422 fit'
Average depth calculated
- 5.45 It
OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft) '
5.5 ft
OK
Calculation option 2 used? (See Figure 10-2b)
(Y or N)
Area provided, permanent pool, A,a _,�
131,422 ft'
Area, bottom of 1 Oft vegetated shelf, Ate, &vr
120,981 fit'
Area, sediment cleanout, top elevation (bottom of pond), A..,
69,014 ffz
"Depth" (distance b/w bottom of 10ft shelf and top of sediment)
6.70 ft
Average depth calculated
Average depth used in SAIDA, d,,,, (Round to nearest 0.511)
'. ft
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifce (if-noncircular)
Coefficient of discharge (Co)
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 drawdown 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 & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y,. ,(Y or N)
3.00 in
in'
" 0.59 (unitless)
0.73ft
(Y or N)
(unitless)
It
it
3.06ft'/sec
. 4.69' ft'/sec
020 ft'/sec
3.98 days
OK, draws down in 2-5 days.
3,:1
OK
' 10,:1
OK
10.0: It
OK
3 :1
OK
5.0 A
OK
. ..Y—...:.(Y or N)
OK
2.5' ft
OK
N, (Y or N)
OK
. Y`.(Y or N)
OK
Y"-' ' (YorN)
OK
Emergency Spillway:
_
-"
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Ill." REQUIRED ITEMSCHECKLIST ' ka� , � �,"�, � 3 4 �;r o t i
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.
Pagel Plan
Sheet No.
-In-�i/tia�l�s
iLC
C
1. Plans IT' - 50' or larger) of the entire site showing:
C— 3
- Design at ultimate build -out,
- OH -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 (ROW),
- Overflow device, and
- Boundaries of drainage easement.
EN
CC 4
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
✓— �0
- 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.
—(
C-5
✓E
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.
11``'' ff
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.
�FK
9C C4Ic 5
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
_
J E�
�
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
EN
(a1GS
7. The supporting calculations.
3Er
6t'46t�e4
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�E({
afI' A(AeS
9. A copy of the deed restrictions (if required).
JR at lucl rc
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

^Permit NO.
n:
\ j t-,: fto be orovido J by DWD)
ATA
NCDENR
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
Thomas Carroll
910-864-0864
12/2012013
IIDESIGN INFORMATION)
Site Characteristics
Drainage area 5,465,501 ft'
Impervious area, post -development 1,372,279 ft2
%impervious 25.11 %
Design rainfall depth 1.0 in blo? Z Z Nvp
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 1 yr 24hr stone peak flow required?
1-yr, 24-hr mintall 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
Pm/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
125,701 rya
V
140.661 0 \/
OK, volume provided is equal to or in excess of volume required.
y (Y or N)
3.0 in
0.30 (unitless)
0.46 (unitless)
0.13 in hr OK
3.35 ft3lsec
31.42 ft3lsec
28.07 ft"/sec
257.50 tmsl
255.20 fmsl'
---1^' 250.00 fmsl
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
SS1G* �!%�'•
E rL r-
P 4
^r
vY .. DEC 30%'"13
255.70 fmsl-
254.70 fmsl
Data not needed for calculation option It1, but OK if provided.
248.00 fmsl
247.00 fail
Data not needed for calculation option #1, but OK if provided.
1.00 ft
Y (Y or N)
257.5 Ill
OK
Fonn SW401-Wet Detention Basin-Rev.9-0119112 Pans I. & 11. Design Summary, Page 1 of 2

9

Permit No.
fro be povlaed by OWO)
Ill.: DESIGN INFORMATION;: - ✓+?'+..
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, A,,n„_p,,
Area, bottom of 1 Oft vegetated shelf, A.
Area, sediment cleanout, top elevation (bottom of pond), A.y,.a
Volumes
Volume, temporary pool
Volume, permanent pool, Vnfn„ pw
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?
MountairuPiedmont SAIDA Table Used?
SA/DA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vn„ _.
Area provided, permanent pool, A._,d
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, An,,,,.
Area, bottom of 10ft vegetated shelf, A. u„n
Area, sediment cleanoul, lop elevation (bottom of pond), Aw.y
158,642 ftz
51,922 ft'
0.95 (unitless)
131,422 ft' OK
120,981 fe
69,014 f
340,563 ft' OK
698,863 ft'
142,972 ft3 /
20.5% % OK ✓
90 %
N (Y or N)
Y (Y or N)
0.95 (unitless)
Y (Y or N)
698,863 ft3
131,422 ft' /
5.45 it OK
5.5 It OK
(Y or N)
131,422 ft'
120,981 e
69,014 ft'
'Depth' (distance blw bottom of 1011 shelf and top of sediment) 6.70 ft
Average depth calculated ft
Average depth used in SAIDA, d„, (Round to down to nearest 0.5ft) It
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C..)
Length of weir (L)
Driving head (H)
Pre -development i-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown 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 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N) +
3.00 in
ins
0.59 (unitless)
0.73 It
(Y or N) ~
(unitless)
(unitless)
It
It
3.35 ft3/sec
31.42 rya/sec
0.20 ft3/sec
4.00 days /0K,aws down/in 2-5 days.
3 :1 OK ✓///'''
0If OK
10.0 ft OK
3:1 OK
5.0 :1 OK
Y (Y or N) OK
2.5 It OK
N (YorN) OK
Y (Y or N) OK
Y (Y or N) OK 1;
93
C.
..`�.iw7c� 3at2e1l
Form SW401-Wet Detention Basin-Rev.94/18/12 Parts I. a II. Design Summery, Page 2 of

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in
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.
This system (check one): ,%" 2 2 2014
❑ 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 basil 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.
a2proximately 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 s ra in .
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 growth.
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
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 7.20 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 7.20 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
248 I
-----------------
FOREBAY
BASIN DIAGRAM
(fill in the blanks)
ft Min.
Sediment
Storage
Permanent Pool Elevation 255.20
Pool
\ Sediment Removal Elevation 248 Volume
Bottom Elevation
MAIN POND
I-ft
Storage
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:Wedgefield
BMP drainage area number:
Print name:Raymond Carroll Thomas
Title:Owner, Thomas Family Business, Inc.
Address:605 S. Reilly Road, Fayetteville, NC 28314
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,, ,� It f,'��j� 1), � S I 1 , a Notary Public for the State of
P4,,r �rb���/hr�u , County//of /TO]<e_ do hereby certify that
IQM%I M ohd Ca j ee ll %/i omo e, personally appeared before me this J
day of /goyemloe O/ , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
p )(f,
seal, a9- inn_-p
��,BETy
NOTg9`
A
S UBLIG
O
\COUNTY,N%
SEAL
My commission expires V(+ 10�er 214 �26/_,5
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

L7,:
High Density Residential Subdivisions
/.•;,
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management l'
deed restrictions and protective covenants are required for High Density Residential Subdivision e 1
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. De J
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Raymond Carroll Thomas , 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:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under the
Stormwater Management Regulations.
'A;d 2 2 2014
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. The maximum allowable built -upon area per lot is 2,800 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. 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.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

a
High Density Residential Subdivisions
a Notary Public in the
State of &rr41 (/GM A'nc> , County of //Make
do hereby certify that ✓gGIUMo Qrrdll 7%-) A< personally appeared
before me this the cZG& day of ,9, Pwo 1 AeY' 20_11) , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
n� n✓ �/% SEAL
Signature f kV �61�i1 (;�j ET/iOCMy Commission expiresN�Tg9` Div`AVBLIGrourm,��
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2