SW6070602_CURRENT PERMIT_20170905

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW-4LC/-)Z oo�
DOC TYPE
VVCURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
September 5, 2017
Sonny Oliver Realty
Attn: Christopher L. Oliver, Chairman/CEO
PO Box 1266
Lumberton, NC 28359
Subject: Stormwater Management Permit SW6070602 Modification
Sonny Oliver Realty
High Density Project
Robeson County
Dear Mr. Oliver:
OOPER__
Governor
MICHAEL S. REGAN'
Secretary
TRACY DAVIS
Director
The Fayetteville Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR) received a
complete Stormwater Management Permit Application on August 7, 2017 for modification to Permit SW6070602,
originally issued on October 1, 2007 and subsequently modified on October 4, 2010, for the Sonny Oliver Realty
project. Staff review of the plans and specifications along with additional information received on August 21, 2017
and September 5, 2017 has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H .1000 effective January 1, 2017. We are forwarding herewith
Stormwater Management Permit SW6070602 Modification dated September 5, 2017 for the construction,
operation and maintenance of the subject project and associated stormwater control measures. This permit shall
be effective from the date of issuance until September 5, 2025 and shall be subject to the conditions and
limitations as specified therein.
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 150B 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 need additional information concerning this matter, please contact Mike Lawyer at
[phone] or by e-mail at [e-mail].
Sincerely,
mont , PE
Y Y
Regional Engineer
DEMLR
TL/ml
ec: Sam R. Noble, Jr., PE — Koonce, Noble & Associates, Inc.r/
cc: Robeson County Zoning & Planning, PO Box 1284, Lumberton, NC 28359
FRO — DEMLR, State Stormwater Files ,
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Fayetteville Regional Office 1 225 Green Street, Suite 714 1 Fayetteville, NC 28301
910d33-3300

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
Sonny Oliver Realty & Christopher L. Oliver
Sonny Oliver Realty
Robeson County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 effective January 1, 2017 (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 September 5, 2025, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.6 of this permit. The stormwater control has been designed to handle the
runoff from 92,615 square feet of total built -upon area.
3. The tract will be limited to the amount of built -upon area as indicated in Section 1.6 of this permit
and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
6. The following design criteria have been provided in the wet detention pond and must be
maintained at design condition:
a. Drainage Area, acres: 3.46
Onsite, ft2: 150,718

Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: - 92,615 -
Buildings, ft2: 4,270
Streets, ft2: 0
Parking, ft2: 87,354
Sidewalks, ft2: 991
Other, ft2: 0
Future, ft2: 0
Offsite, ft2: 0
C. Design Storm, inches: 1.0
d. Pond Depth, feet: 5
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 122.88
g. Permanent Pool Surface Area, ft2: 13,380
h. Permitted Storage Volume, ft3: 37,298
i. Temporary Storage Elevation, FMSL: 123.50
j. Controlling Orifice: 2.00" 0 pipe
k. Permitted Forebay Volume, ft3: 7,471
I. Receiving Stream / River Basin: Lumber River / Lumber
M. Stream Index Number: 14-(7)
n. Classification of Water Body: WS-IV,B,Sw,HQW
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan.must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d.. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized
personnel of 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.
5. The facilities shall be constructed as shown on the approved plans. This permit shall become
voidable unless the facilities are constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications, and
other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.

7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
9. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved plans
including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which Sedimentation
and Erosion Control Plan approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted future areas
shown on the approved plans, prior to construction.
11. 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.
12. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the event of
a change of ownership or a name change, the permittee must submit a formal permit transfer
request to the Division of Energy, Mineral and Land -Resources accompanied by a completed
name/ownership change form, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits
and may or may not be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Energy, Mineral and Land Resources in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government
agencies (local, state, and federal) having jurisdiction.
4. in the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems.
5. The permittee grants Division staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.

6. - The permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
Unless specified elsewhere, permanent seeding requirements for the stormwater control must
follow the guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall be
maintained on file by the Permittee at all times.
9. The permittee shall submit a permit renewal application and processing fee at least 180 days
prior to the expiration date of this permit.
Permit issued this the 5'h day of September 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L 4�z 7 — — .
forTracy E • , PE, CPM, Director
Division of Energy, Mineral and Land Resources
by Authority of the Environmental Management Commission
Stormwater Management Permit SW6070602 Modification

Sonny Oliver Realty Page 1 of 2
Stormwater Management Permit SW6070602 Modification
Robeson County
Designer's Certification
I, , as a duly registered in the State of North
Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
project,
(Project Name)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such that
the construction was observed to be built within substantial compliance and intent of the approved
plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to
the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1 with vegetated shelf no steeper than 6:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: NCDEQ Fayetteville Regional Office
Division of Energy, Mineral and Land Resources
225 Green Street, Suite 714
Fayetteville, NC 28301

Koonce, Noble & Associates, Inc.
Consulting Engineers
November 28, 2018
NCDEQ Fayetteville Regional Office
Division of Energy, Mineral and Land Resources
225 Green Street, Suite 714
Fayetteville, North Carolina 28301
Gentlemen:
RE: DESIGNER'S CERTIFICATION
SONNY OLIVER REALTY
Please find enclosed the Designer's Certification on the above -referenced project.
If there are any questions, please contact our office.
Sincerely,
KOONCE, NOBLE & ASSOCIATES, INC.
OCindy Cribb antey
BMS/ccc
enclosures
RECEIVED
DEC 0 3 2018
DEO-FAYETTEiLE REGIONAL OFFICE
208 EAST FIFTH STREET LUMBERTON, NC 28358 LICENSE NO. F-0103
TELEPHONE [phone] FAX [phone] E MAIL: [e-mail]

Sonny Oliver Realty Page 1 of 2
Stormwater Management Permit SW6070602 Modification
Robeson County
Designer's Certification
1 SAM R. NOBLE, JR. , as a duly registered PROFESSIONAL ENGINEER in the State of North
Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the
project,
SONNY OLIVER REALTY
(Project Name)
for SONNY OLIVER REALTY (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 CeitificaticR EG` E I V E D
Noted deviations from approved plans and specification:
MINOR MODIFICATION APPROVED FEBRUARY 12, 2018
ALL POND ELEVATIONS RAISED 2 FEET.
Signature
Registration Number 10969/7
Date 11 /ae/ a d l rd
DEC 0 3 2018
DEQ-FAYETTEVILLE REGIONAL OFFICE
SEAL
9 �•..n'•nn.iF�\m
li/a 8/30/9

Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
�2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
✓ 3. All the built -upon area associated with the project is graded such that the runoff drains to
the system.
r," 4. All roof drains are located such that the runoff is directed into the system'.
5. The outlet/bypass structure elevations are per the approved plan.
--,./-6. The outlet structure is located per the approved plans.
✓ 7. Trash rack is provided on.the outlet%bypass structure.
_v8. All slopes are grassed with permanent vegetation.
_Z_9- Vegetated slopes are no steeper than 3:1 with vegetated shelf no steeper than 6:1.
�10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
l✓11. The permitted amounts of surface area and/or volume have been provided.
_,Z12. Required drawdown devices are correctly sized per the approved plans.
✓13. All required design depths are provided.
_,Z14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
V 15. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: NCDEQ Fayetteville Regional Office
Division of Energy, Mineral and Land Resources
225 Green Street, Suite 714
Fayetteville, NC 28301

Koonce, Noble & Associates, Inc.
Consulting Engineers
February 2, 2018
Mike Lawyer
Dept. of Environmental & Natural Resources
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5095
RE: SONNY OLIVER REALTY
ROBESON COUNTY
SW6070602 - MODIFICATION
Dear Mr. Lawyer:
FEB 0
DEQ FNyE�EVIL1ER00NNLOFFICE
Please find two hard copies of the Minor Modification form and two copies of the revised
plan sheets. A CD with electronic copies of the application and plan sheets is also
enclosed.
The change being made is to raise all pond elevations including the forebay two feet. All
areas and volumes will remain the same.
Thank you for your assistance.
Sincerely,
KOONCE, NOBLE & ASSOCIATES, INC.
4'? "/)
Sam R. Noble, Jr., PE
SRNjr/ccc
Enclosure
208 EAST FIFTH STREET LUMBERTON, NC 28358 LICENSE NO. F-0103
TELEPHONE [phone] FAX [phone] E MAIL: [e-mail]

DEMLR USE ONLY
D to54Fceivecl
Fee Paid
Permit Number
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program — See Express Fee Schedule
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 determinedby locating
the project on the interactive online map at: htto://deg.nc.gov/contact/regional-offices.
This form is to only to be used by the current permittee to notify the Division ofa minor
modification. Pursuant to Rule 15A NCAC 02H .1002, a minor modification is a change to the project that:
1) does not increase the net built -upon area; and/or 2) does not change the size or design of the SCM(s). RECEIVED
A. GENERAL INFORMATION
FEB - 6 2018
1. State Stormwater Permit Number: SW6070602 Modified September 5 2017
2. Current Permit Holder's Company Name/Organization:Sonnv Oliver Realty DEVAYETTEVILLE REGIONAL OFFCC
3. Signing Official's Name: Christopher L. Oliver
4. Signing Official's Title: Chairman / CEO
5. Mailing Address: P.O. Box 1266
City: Lumberton State: NC ZIP: 28359
6. Street Address (if different):: 1811 East Fifth Street
City: Lumberton State: INC ZIP: 28358
7. Phone: [phone] Email: oliveroilco(a)raleigh.twcbc.com
8. Describe
the minor modifications that you are requesting, including any revised BUA allocations (attach additional
pages or supporting tables similar to Section IV.10 of the original application, if needed):
All pond elevations including forebav elevations are being raised 2 feet This is due to the fact
That the SHWT is higer than the soil report indicated All pond areas and volumes will remain the
B. 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. Two hard copies (with original signatures) and one electronic copy ofthis completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
NA 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants ORthe proposed recorded deed restrictions and protective covenants documenting the
changes and a signed agreement to provide the final recorded document.
NA 4. If applicable, the appropriate Express review fee.
Slormwater Permit Form 7: Minor Modification Page 1 of 1 July 14, 2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: Sam R. Noble, Jr.
Consulting Firm: Koonce. Noble and Associates. Inc.
Mailing Address:208 East 5" Street
City:Lumberton State:NC Zip:28358
Phone: [phone] Fax: [phone]
Emall::snoble2(a'bbeIIsouth.net
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title:
Organization:
Mailing Addre
Phone:
Email::
D. CERTIFICATION OF PERMITTEE
I, Christopher L. Oliver, the current permittee, certify that I have authorized the minor modifications listed in Section
A and shown in attached revised plan sheets. I further attest that this information is accurate and complete to the
best of 1 12 �, Z
Q�rWrlilS/rr�—h �' Pam;+ a Notary Public for the State of North Carolina
cotZntyb@fjR/tdb s o do hereby certify that Christopher L. Oliver
p@TaOppyQre me this the nd day of Ip , 20 and
acknowledge the due exrpution of the forgoing instrument. Witness my hand and official seal,
My� �C0 M. E,xpis
SON
Notary Signature V 1 c
My commission expires 30'I
Stormwaler Permit Form 7: Minor Modification Page 2 of 2 Oct 6, 2017

DEMLR USE ONLY
Dat IRe Ieived
Fee Paid
Permit Number
S1-✓Coo 76 (00
STORMWATER PERMITTING FORM 7:
MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program — See Express Fee Schedule
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 determinedby locating
the project on the interactive online map at. http://deg.nc.gov/contact/regional-offices.
This form is to only to be used by the current permittee to notify the Division ofa minor
modification. Pursuant to Rule 15A NCAC 02H.1002, a minor modification is a change to the project that:
1) does not increase the net built -upon area, and/or RECEIVED
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW6070602 Modified September 5. 2017
FEB - 6 2018
2. Current Permit Holder's Company Name/Organization: Sonny Oliver Realty r I I FFICE
3. Signing Official's Name: Christopher L. Oliver
4. Signing Official's Title: Chairman / CEO
5. Mailing Address: P.O. Box 1266
City: Lumberton State: NC ZIP: 28359
6. Street Address (if different):: 1811 East Fifth Street
City: Lumberton State: NC ZIP: 28358
7. Phone: [phone] Email: oliveroilco cDraleigh.twcbc.com
8. Describe
the minor modifications that you are requesting, including any revised BUA allocations (attach additional
pages or supporting tables similar to Section IV.10 of the original application, if needed):
All pond elevations including forebav elevations are being raised 2 feet This is due to the fact
That the SHWT is higer than the soil report indicated All pond areas and volumes will remain the
B. 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. Two hard copies (with original signatures) and one electronic copy of this completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
NA 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants ORthe proposed recorded deed restrictions and protective covenants documenting the
changes and a signed agreement to provide the final recorded document.
NA 4. If applicable, the appropriate Express review fee.
Stormwater Permit Form 7: Minor Modification Page 1 of 1 July 14, 2017

C. CONTACT INFORMATION
1. The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name: Sam R. Noble, Jr.
Consulting Firm: Koonce. Noble and Associates Inc.
Mailing Address:208 East 51" Street
City:Lumberton State:NC Zip:28358
Phone: [phone] Fax: [phone]
Email::snoble2abellsouth.net
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title:
Organization:
Mailing Addre
City:
Phone: (
Email::
D. CERTIFICATION OF PERMITTEE
State:
I, Christopher L. Oliver, the current permittee, certify that I have authorized the minor modifications listed in Section
A and shown i the ached r 's d plan sheets. I further attest that this information is accurate and complete to the
best of my owls - e. �.
Signature. Dale:
I, W bowa-h Oil a Notary Public for the State of North Carolina
Co %��ttnofir„ obeson do hereby certify that Christopher L. Oliver
`�p� o"pped before me this the day of Fe to 20 , and
t1'e '69 execution of the forgoing instrument. Witness my hand and official seal,
My cc) MM r s
_=U`
Notary Signature � °
My commission expires 11 -3 ®' 1 q
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6, 2017

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
ff "7'/%
SZlS
51-16d7d662 �Oc%
Applicable Rules: ,/ Coastal SW —1995 / Coastal SW
(select all that apply) ,/ Non -Coastal SW- HQW/ORW Waters
,/ Other WQ M mt Plan:
— 2008 ,/ Ph II - Post Construction
f Universal Stormwater Management Plan
State of North Carolina �—
Department of Environment and Natural Resources AUG — 2���
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Sonny Oliver Realty
2. Location of Project (street address):
NC Highway 711 and Deep Branch Road
City:Lumberton County:Robeson Zip:28358
3. Directions to project (from nearest major intersection):
Site is southeast intersection of NC Hwy 711 and SR 1339, Deep Branch Road
4. Latitude:34° 37' 36.228" N Longitude:79004' 50.077" W of the main entrance to the project.
It. PERMIT INFORMATION
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
t Renewals with nmdifications also requires StVU-702 - Renewal Application Fonn
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW6070602-Modif , its issue date (if known)Oct., 4, 2010 , and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 4.54 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ❑No ®Ye
If yes, see S.L. 2012-200, Part Vl: http://portal.ncdenr.oro/tveb/Ir/rules-and-regulations
Form SWU-f 01 Version Oct. 31. 2013 Page I of 6

Ill. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/Organization:Sonnv Oliver Realty
Signing Official & TitleChristopher L. Oliver - G 6t/`Agn I r FD
b.Contact information for person listed in item la above:
Street Address:1811 East Fifth Street
City:Lumberton State:NC Zip:28358
Mailing Address (ifapplicable):P. O. Box 1266
City:Lumberton State:NC Zip:28359
Phone: (910 ) 738-1401
Email:[e-mail]
Fax: (910 ) 738-5378
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address
City:
Phone:
Email:
State:
Fax:
Zi
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: Sta
Form SWU-101 Version Oct. 31, 2013 Page 2 of 2

Phone:
Fax:
4. Local jurisdiction for building permits: City of Lumberton
Point of Contact:Bradon Love
IV. PROJECT INFORMATION
Phone #: (910 ) 651-3838
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be collected in ditch and retention pond and transmitted into existing drainage ditch on the
south side of the property
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 3.46 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':3.46 acres
ect area shall be calculated to exclude the follozvioe: the normal pool of impounded structures, the area
Total "aibetwen the bit of streams and rivers, the area below the %rnml High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHlV) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Nan -coastal wetlands landzard of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 61
9. How many drainage areas does the project have? 1 (For high density, court 1 for each proposed engineered
stormzvater BMA. For lozu density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version Oct. 31. 2013 Pace 3 of 3

Basin Information
Draina a Area _
Draina e Area _
Draina a Area _
Draina e Area
Receiving Stream Name
Lumber River
Stream Class
WS-IV,B; SW,
HWQ
Stream Index Number `
N
Total Drainage Area (sf)
150,718
On -site Drainage Area (sf)
150,718
Off -site Drainage Area (so
0
Proposed Impervious Area" (sf)
92,615
% Im ervious Area" (total)
61
Impervious" Surface Area
Drainage Area .
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
4,270
On -site Streets (sf)
0
On -site Parking (sf)
87,354
On -site Sidewalks (sf)
991
Other on -site (sf)
0
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
92,615
Stream Class and Index Number call be determined at: lit tp://portal.nuh<nr orQ/-ueb/iaq/p</an/classifications
bn��ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidezoalks, gravel areas, etc.
*** Report only that amount of existing BUA that mill remain after development. Do Plot report any existing BLIA that
is to be reutoveit and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Projects in Union County: Contact DF.MLR Central Office staff to check if the project is located within a Threatened X
Endangered Species watershed that snap be subiect to more stringent stornnvater requirements cis per 15A NCAC 028 .0600
V. SUPPLEMENT AND O&M FORMS
The applicable state stonnwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from h,»J/P_ortal.nedeiir.ore/web/wo/ws/su/bmo-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://poi-tal.iiccleiir.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at littp:ZZRortil.ticdenr.org/�veb/%Nq/;vs/sLiLmiips.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wn/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. 4 4,q
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htt2://www.enviieII2.org/12ages/onestol2exi2ress.htni for information on the Express program
Form SWU-101 Version Oct. 31. 2013 Page 4 of 4

and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor -449
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the ks
receiving stream drains to class SA waters within A mile of the site boundary, include the'i
mile radius the map. r�
7. Sealed, signed
and dated calculations (one copy). p
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 01552 Page No: 0678 t� M
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
littp://www.secretary.state.IIC.LIS/Corporations/CSearcli.asl2x
Form SWU-101 Version Oct. 31, 2013 Page 5 of 5

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable -built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from littp:llportal.iicdeiir.org/%%,eb/it-/state-storinwatet,-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
tinder them, that they will nun with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Sam R. Noble. Jr.
Consulting Firm: Koonce, Noble and Associates Inc
Mailing Address:208 East 5°i Street
City:
State:NC Zip:28358
Phone: (910 ) 738-9376 Fax: (910 ) 738-9378
[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, itern 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type none of organization listed in
Contact Information, item In) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31. 2013 Page 6 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
Without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of
do hereby certify that
before me this _ day of
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witless my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1m) Christopher L. Oliver
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protectiv mants will be recorded, and that the proposed project complies with the requirements of the
applicable or a r der 15 CAC 2H .1000 and any other applicable state stormwater requirements.
Signat e: p ((�� Date: - YA7
I, dxv'c an N. xZ -."l- , a Notary Public for the State of � C' , County of
Iri Cbe �f\ —do hereby certify that 1.��'y`j"��h�f' (-' �,� V personally appeared
before me this day of -' \.Aj O 11), \ arl le e the due c )utio of tile application for
a stormwater permit. Witness my hand official seal, �� A L' 1
%%OORAH
p; •�pTgfjy.9ij;
My Comm. Expires
13 it �'•:tJ=
O� A
UBL ,
Sp ....... • ����%
At C0V3
SEAL
My commission expires 11 10
Form SWU-101 Version Oct. 31. 2013 Page 7 of 7

Permit No.
(to be provided by DWQ)
IIL REQUIRED ITEMS CHECKLIST
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
Initials
Sheet No.
Q�
(
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 (ROW), 1\49
- Overflow device, and
- Boundaries of drainage easement. I\yA
iL
3
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- 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. AAA AUG - 7 2017
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.
J !ate
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.
1�
3
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
3
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
9. A copy of the deed restrictions (if required).
4A IA 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.9-4118112 Part III. Required Items Checklist, Page 1 of 1

Permit No.
(to be provided by DWD)
®N/
NCD♦ENR
Project name
Contact person
Phone number
Date
Drainage area number
O�pF WArfRO
9
� r
a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Pad III) must be printed, filled out and submitted along with all of the required information.
20-Jul-17
Sonny
II. DESIGKINFORMATION
Site Characteristics
Drainage area 150,718 ft'
Impervious area, post -development 92,615 1
%impervious 61,45
Design rainfall depth 1.0 in AUG — 7 2017
Storage Volume: Non-SAWaters
Minimum volume required 8,415 ft3
Volume provided 9,080 ft3
Storage Volume: SAWaters
1.5 runoff volume ft3
Pre -development 1-yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided - fill
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak Flow required?
n (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
inlhr
Pre -development 1-yr, 24-hr peak Flow
0.08 ft3lsec
Post -development 1-yr, 24-hr peak flow
0.56 ft'Isec
Pre/Post l-yr, 24-hr peak flow control
0.48 ft3lsec
Elevations
Temporary pool elevation
123.50 fmsl
Permanent pool elevation
122.88 fmsl
SHWT elevation (approx. at the perm. pool elevation)
122.88 fmsl
Top of 10ft vegetated shelf elevation
123.50 fmsl
Bottom of 10ft vegetated shelf elevation
122.38 fmsl
Sediment cleanout, top elevation (bottom of pond)
117.38 fmsl
Sediment cleanout, bottom elevation
116.38 fmsl
Sediment storage provided
1.00 It
Is there additional volume stored above the state -required temp. pool?
n (Y or N)
Elevation of the top of the additional volume
fmsl
OK, volume provided is equal to or in excess of volume required.' r. _
Data not needed for calculation option #1, but OK if provided.
Data not needed for calculation option #1, but OK if provided.
Form SW401-Wet Detention Basin-Rev.9-4I18112 Parts 1, & 11, Design Summary, Page 1 of 2

Permit
(to be povMetl by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 15,954 fit'
Area REQUIRED, permanent pool
4,190 ft'
SAIDA ratio
2.78 (unitless)
Area PROVIDED, permanent pool, A.-.
13,380 Ill
OK
Area, bottom of 1 Oft vegetated shelf, Aw ma1
8,400 fit`
Area, sediment cleanout, top elevation (bottom of pond), Ate,.
4,800 fit`
Volumes
Volume, temporary pool
9,080 rya
OK
Volume, permanent pool, Vce,,,,_p,
37,298 it'
Volume, forebay (sum of forebays if more than one forebay)
7,471 its
Forebay % of permanent pool volume
20.0% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
N (Y or N)
Mountain/Piedmont SAIDA Table Used?
Y (Y or N)
SAIDA ratio
2.78 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
y (Y or N)
Volume, permanent pool, Vce,,,, .
37,298 ft'
Area provided, permanent pool, A.-.
13,380 It,
Average depth calculated
4.30 It
OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
4.5 It
OK
Calculation option 2 used? (See Figure 10-2b)
n (Y or N)
Area provided, permanent pool, A,._pw
13,380 ft`
Area, bottom of 1 Oft vegetated shelf, Ate, waif
8,400 fit`
Area, sediment cleanout, top elevation (bottom of pond), Alyo„a
4,800 ft'
'Depth' (distance b/w bottom of 10ft shelf and top of sediment)
5.00 It
Average depth calculated
4.30 ft
OK
Average depth used in SAIDA, d, (Round to down to nearest 0 5ft)
4.5 It
OK
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of onfce (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 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 & onfice?
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)
2.00 in
in
0.60 (unitless)
0.21 It
N (Y or N)
(unitless)
(unitless)
ft
It
0.08 ft'/sec
0.56 ft'/sec
0.08 ft'/sec
2.20 days
3 :1
9 :1
10.0 ft
1
2.0 :1
y (Y or N)
1.0 it
OK, draws down in 2-5 days.
OK
Insufficient shelf slope.
OK
OK
OK
OK
y (Y or N) OK
n (Y or N) Insufficient. Recorded drainage easement required.
y (Y or N) OK
Provide pump when needed.
Form SW401-Wet Detention Basin-Rev.94/1 all
Pans I. & 11. Design Summary, Page 2 of 2

Pernut Number:
(to be provider! by DlPQ)
Drainage Area Number.
Wet Detention Basin Operation and Maintenance Agreement
1 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 inuriediately. 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):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one): AUG _ 7 2017
❑ 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 minfmtized 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 irnmediately.
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.
Forni SW40I-Wet Detention Basin O&M-Rev.4 Page 1 of I

Pennit
Oo be provider/ by DIVQ)
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 problerns 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 21ants 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 SW40 t-Wet Detention Basin O&M-RevA Page 2 of 2

Permit Number:
(to be provided b DIPQ)
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 ciama ed
1 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`3 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.3 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 122.88
Sediment Removal E . Pe maven Pool
----------------- Volunm Sedimment Remmoval Elevation 117.38
ottom evatio I I .5 -ft Min.
-------------- -------------
Sediment Bottom Elevation 116.38
Storage
POREBAY MAIN POND
l-ft
Storage
Form SW401-Wet Detention Basin 0&M-Rev.4 Page 3 of 3

Pennit Number:
(to be provided be DIVQ)
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:Sonny Oliver Realty
BMP drainage area number:
Print name:Christopher L. Oliver
Address:1811 East Fifth Street, Lumberton, NC, 28358
P
C
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, T�Qbcl(O-V\ �)' , a Notary Public for the State of
IvC County of R p\DesO('\ , do hereby certify that
C�n��SjuphL� C L \'y2{ personally appeared before me this MP\
day of �ty \ t \"A , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
-RAH q
• A ,i
�O`�Or1oTA9}::9%'s
M� iCom. FxP s
z0.. =C)
oN coUa
�r�tttttrt`�
SEAL
My commission expires 1, 113C) 1
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Book 1552 Page 678
This certifies that PIN:1610 02 022
is free of any delinquent ad valorem Tax liens
charged to the Robeson County Tax
BScCollector
but do rtify t
m t IN. 10/06
Oale uccs,as
CWlectian Agent -190fum
Excise Tax $100.00
Tax Lot No.
Versed by.
Me I j1I1kTIV61
massox CO, Me FEE $17.00
STATE OF xC REAL ESTATE ERTI
$100.00
08-10-2006u12:29A PN
vV101 L 7.oci M
BY: ♦FRAxIIE BRITT
mrnue
BK:D 1552
PG:678-679
Recording Time, Book and Page
Identifier No. Part of 16lM2-029
County on the _ day of
Mail after recording to RAMSAUR & McLEAN, PROFESSIONAL ASSOCIATION
This instrument was prepared by DAVID J. RAMSAUR, ATTORNEY
Brief Description for the index
THIS
NORTH CAROLINA GENERAL WARRANTY DEED
GRANTOR
CELAN FARMS, INC., a
North Carolina corporation
rT. .ram
SONNY OLIVER REALTY COMPANY
Whose address is: 1811 East Fifth Street
Lumberton, NC 28358
Enter in appropriate block for each parry: name, address, and, if appropriate, character of entity, e.g., corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in
Raft Swamp Township, Robeson County, North Carolina and mom particularly described as follows:
All that certain tract or parcel of land lying about 4 1/2 miles west of the center of Lumberton, North Carolina,
adjacent to and on the south side of NC Highway 711 and adjacent to and on the southeast side of SR 1339,
Deep Branch Road and adjoining the lands of Celan Farms, Inc. (17-Z/278), on all other sides and being more
particularly described as follows:
BEGINNING at an iron rod set in the southeast right of way line (60 foot right of way) of SR 1339, Deep
Branch Road at its intersection with a ditch, said iron rod being located South 29 degrees 48 minutes 23 seconds
East 30.7 feet from a nail found near the center of SR 1339, Deep Branch Road, of its intersection with said
ditch (if extended), this nail being located South 62 degrees 10 minutes 17 seconds West 412.76 feet from a
mug nail set in the center line intersection of SR 1339 with NC Highway 711 and tuns thence from said
beginning iron rod with the Southeast right of way line of SR 1339, Deep Brunch Road North 62 degrees 10
minutes 17 seconds East 325.81 feet to a right of way monument found in said southeast right of way line the
beginning point of a sight distance for SR 1339 with NC Highway 711; thence with said sight distance North 87
degrees 22 minutes 56 seconds East 107.01 feet to a right of way monument found at the end of said sight
distance and in the new right of way line (40 feet from center) of NC Highway 711; thence with the right of way
line of NC Highway 711 (40 feet from center) South 67 degrees 25 minutes 00 seconds East 329.91 feet to an
iron rod set in said right of way line; thence South 62 degrees 10 minutes 17 seconds West passing through an
iron rod set at 612.51 feet continuing for a total distance of 622.51 feet to a point in the center of a ditch; thence
N. C. Bar Assoc. Form No. 3 ® 1977
Printed by Agreement with the N.C. Bar Assoc.#003

Book 1552 Page 679
with the center of said ditch North 29 degrees 48 minutes 23 seconds West 300.0 feet to the beginning,
containing 3.43 acres, more or less.
And being part of the Celan Farms, Inc., Tract Six, Parcel A as shown in Deed Book 17-Z, Page 278, Robeson
County Registry.
Bearings referenced to Map Book 14, Page 57.
Exempt from Robeson County Subdivision Ordinance under Article V, Section 501, Item It.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 17-Z, Page 278.
A nap showing the above described property is recorded in Plat Book . Page _
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee smV le, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property heremabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing instrument as of the day and year first above written.
CEI.AN�F/fjAAR�MS,, INC. (SEAL)
�' u t,[/_ (,SEAL)
BY: %"t r'"7l /`r - &!4 Y "' SEAL)
Ann H. Thomton, President
SEA4STAMP State of North Carolina, County of Robeson .
I, doline B. Kinlaw , a Notary Public of Bladen County and State aforesaid,
terrify that Ann H. Thornton, either being personally known to me or proven by satisfactory evidence,
personally appeared before me this day and acknowledged that she is the President of Celan Farms,
ape., a North Carolina corporation and that she, as President, being authorized to do so, voluntarily
ecuted the foregoing on behalf of the corporation for the purposes stated therein.
and Notarial stamp or seal this loth day of August, 2006.
My Commission Expires: October 14, 2009 ui
JN ary Public
Type or Print Name: Joline B. Kinlaw,
N. C. Bar Assoc. Form No. 3 C 1977
Printed by Agreement with the N.C. Bar Assoc.#003

Book 1552 Page 678
This certifies that PIN:1610 02 022
is free of any delinquent ad valorem TTax ax
lien l
charged to the Robeson County
description
07tdd s rtiN IN. /10/06 gent
Tax Lot No
Verified by
2006009425
lard- ROBESON CO, KC FEE S17-00
Ili STATE OF RC REAL ESTATE EM
$100.00
094 m06 )i:?s:aa PK
War L MXMEaR
BY: FRWIE BRITT
— mman
=-�BK:D 1552
PG:678-679
Excise Tax S100.00 I Recording Time, Book and Page
Parcel ldemifier No. Part of 1610-02-029
County on the _ day of
Mail after recording to RAMSAUR & McLEAN, PROFESSIONAL ASSOCIATION
Thisinsturerdwaspreparcdby DAVID J. RAMSAUR, ATTORNEY
Brief Description for the index
20 by
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made Aumen 10. 2006. by and between
GRANTOR GRANTEE
CELAN FARMS, INC., a SONNY OLIVER REALTY COMPANY
North Carolina corporation
Whose address is: 1811 East Fifth Street
Lumberon,NC 28358 AUG — 7 201T
Enter in appropriate block for each parry: name, address, and, if appropriate, character of entity, e.g., corporation or partnership. - -
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine m neuter as required by context
WITNESSETI1, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is herby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantce in fee simple, all that certain lot or parcel of land situated in
Raft Swamp Township, Robeson County, North Carolina and rnore particularly described As follows:
All that certain tract or parcel of land lying about 4 1/2 miles west of the center of Lumberton, North Carolina,
adjacent to and on the south side of NC Highway 711 and adjacent to and on the southeast side of SR 1339,
Deep Branch Road and adjoining the lands of Celan Farms, Inc. (17-Z1278), on all other sides and being more
particularly described as follows:
BEGINNING at an iron rod set in the southeast right of way line (60 foot right of way) of SR 1339, Deep
Branch Road at its intersection with a ditch, said iron rod being located South 29 degrees 48 minutes 23 seconds
East 30.7 feet from a nail found near the center of SR 1339, Deep Branch Road, of its intersection with said
ditch (if extended), this nail being located South 62 degrees 10 minutes 17 seconds West 412.76 feet from a
mag nail set in the center line intersection of SR 1339 with NC Highway 711 and runs thence from said
beginning von rod with the Southeast right of way line of SR 1339, Deep Branch Road North 62 degrees 10
minutes 17 seconds East 325.81 feet to a right of way monument found in said southeast right of way line the
beginning point of a sight distance for SR 1339 with NC Highway 711; thence with said sight distance North 87
degrees 22 minutes 56 seconds Fast 107.01 feet to a right of way monument found at the end of said sight
distance and in the new right of way line (40 feet from center) of NC Highway 711; thence with the right of way
line of NC Highway 711 (40 feet from center) South 67 degrees 25 minutes 00 seconds East 329.91 feet to an
iron rod set in said right of way line; thence South 62 degrees 10 minutes 17 seconds West passing through an
imn rod set at 612.51 feet continuing for a total distance of 622.51 feet to a point in the center of a ditch; thence
N. C. Bar Assoc. Form No. 3 ® 1977
-,Printed by Agreement with the N.C. Bar Assoc.N003

Book 1552 Page 679
with the center of said ditch North 29 degrees 48 minutes 23 seconds West 300.0 feet to the beginning,
containing 3.43 acres, more or less.
And being part of the Celan Farms, Inc., Tract Six, Parcel A as shown in Deed Book 17-Z, Page 278, Robeson
County Registry.
Bearings referenced to Map Book 14, Page 57.
Exempt from Robeson County Subdivision Ordinance under Article V, Section 501, Item It.
The property bereinabow described was acquired by Grantor by insmrment recorded m Book 17-Z, Page 278.
A map showing the above described property is rcconled in Plat Book _, Page —
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantce, that Granter is seized of the premises in fee sinVIe, has the right to convey the sane in fw
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will wanant and defend the title against the
lawful claims of all persons whomsoever except for the exceptions hereinafter stated
Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing instrument as of the day and year first above written.
CELAN/FAAAR.MS,, IN%C.� (,SEAL)
BY YD'Y(SEAL)
Arm H. Thornton, President
SEAL -STAMP State of North Carolina, County of Robeson
1, Joline B. Kinlaw , a Notary Public of Bladen County and State aforesaid,
bwerfrfy that Ann H. Thornton, either being personally known to me or proven by satisfactory evidence,
personally appeared before me this day and acknowledged that she is the President of Celan Farm,
ire., a North Carolina corporation and that she, as President, being authorized to do so, voluntarily
ecuted the foregoing on behalf of the corporation for the purposes stated therein.
hand and Notarial stamp or seal this loth day of August, 2006.
My Commission Expires: October 14, 2009 L(�
ANary Public
Type or Print Name: Joline B. Kinlaw
N. C. Bar Assoc. Perm No. 3 ® 1977
Printed by Agreement with the N.C. Bar Assm.N003