SW6070602_HISTORICAL FILE_20180809

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

DAVID J. RAMSAUR
DICKSON MCLEAN, JR.(1927-20091
RAMSAUR & MCLEAN
PROFESSIONAL ASSOCIATION
ATTORNEYS AND COUNSELORS AT LAW
318 EAST FIFTH STREET
LUMBERTON, NORTH CAROLINA 28358
TELEPHONE [phone]
FACSIMILE 910-738-2703
[e-mail]
August 9, 2018
Michael Lawyer
Environmental Program Consultant
Division of Energy. Mineral and Land Resources
North Carolina Department of Environmental Quality
225 Green Street, Suite 714
Fayetteville, NC 28301
Dear Mike:
MAILING ADDRESS
POST OFFICE DRAWER 1087
LUMBERTON, NORTH CAROLINA 28359
RECEIVED
AUG 13 2018
DEQ-FA ETTEVILLE REGIONAL OFFICE
Re: Sonny Oliver Realty Company
Enclosed herewith please find the original Drainage Easement that was recorded in Book
2143, Page 705, Robeson County Registry.
If you have any questions, please do not hesitate to contact us.
Very truly yours,
RAMSAUR & McLEAN
Professional Association
David J. Ramsaur
DJR/cm
Enclosure

2018006285
ROBESON CO, NC FEE $26M
NO TAXABLE CONSIDERATION
PRESENTED B RECORDED:
08-03-2018 03:23:49 PM
VICKI L LOCKLEAR
FE.TER OF FFEFs
BV: TOMASA MORALES PEAW
ASSISTANT
BK: D 2143
PG: 705-709
PREPARED BY DAVID J. RAMSAUR, ATTORNEY AT LAW
RETURN TO RA.MSAUR & MCLEAN, PROFESSIONAL. ASSOCIATION
POST OFFICE DRAWER 1087, LUMBERTON, iij,G28;5 ,
AUG 13 2018
NORTH CAROLINA
DRAINAGE)M-i ME'I,LCREGIONALOUICE
ROBESON COUNTY
THIS EASEMENT, made this 2nd day of August, 2018, by and between SONNY
OLIVER REALTY COMPANY, a North Carolina corporation, having a mailing address
of 1811 East Fifth Street, Lumberton, NC 28358, hereinafter referred to as "Grantor," and
STATE OF NORTH CAROLINA, Division of Energy, Mineral and Land Resources,
having a mailing address of 225 Green Street, Suite 714, Fayetteville, NC 28301,
hereinafter referred to as "Grantee';
WITNESSETH:
THAT, WHEREAS, Grantor is the owner of a certain tract of land being more
particularly described in deed recorded in Book 1552, Page 678, Robeson County
Registry;
AND WHEREAS, Grantee has issued to Grantor Stormwater Management Permit
SW6070602, as modified September 5, 2017, (hereinafter, "Permit"), which said permit

requires Grantor to grant a recorded easement for management of stormwater runoff
through a wet detention pond as described in the Permit;
AND WHEREAS, Grantor is willing to grant a non-exclusive easement for access
to same to Grantee, its successors and assigns;
NOW, THEREFORE, said Grantor, for and in consideration of the sum of Ten
Dollars ($10.00) and other good and valuable consideration, to it in hand paid, does
hereby bargain, sell and convey unto said Grantee a non-exclusive perpetual right and
easement over, across, and upon its property, said non-exclusive easement being more
particularly described as follows:
Lying and being in Raft Swamp Township, Robeson County, North Carolina.
Lying about 4 %2 miles west of the center of Lumberton, NC, adjacent to and on
the southeast side of SR 1339, Deep Branch Road, about 200 feet southwest of NC
Highway 711 and adjoining the lands of Celan Farms, Inc. (17-Z/278) on the southwest
and Sonny Oliver Realty Company (1552/67) on the northeast and southeast and being
more particularly described as follows:
BEGINNING at an iron rod set in the southeast right of way line (60 ft. right of
way) of SR 1339, Deep Branch Road, at its intersection with a ditch, the beginning corner
of the original 3.43 acre tract of which this is a part (1552/678), said iron rod being
located South 29 degrees 48 minutes 23 seconds East 30.70 feet from a nail found near
the center of SR 1339, Deep Branch Road, at 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 found in the centerline intersection of SR 1339 with NC Highway
711 and runs from said beginning iron rod with the southeast right of way line of SR
1339, Deep Branch Road, North 62 degrees 10 minutes 17 seconds East 150.00 feet to a
point in said southeast right of way line; thence South 35 degrees 21 minutes 32 seconds
East 260.00 feet to a point; thence South 40 degrees 05 minutes 33 seconds West 80.00
feet to a point; thence South 62 degrees 10 minutes 17 seconds West 100.00 feet to a
point in the southwest line of said 3.43 acre tract in a ditch; thence with said southwest
line and ditch, North 29 degrees 48 minutes 23 seconds West 288.00 feet to the
beginning, containing 1.06 acres, more or less.
And being a part of that 3.43 acre tract conveyed by Celan Farms, Inc. to Sonny
Oliver Realty Company by deed dated August 10, 2006 and recorded in Deed Book 1552,
Page 678, Robeson County Registry.

Bearings referenced Deed Book 1552, Page 678.
Exempt from Robeson County Subdivision Ordinance under Article V, Section
501, Item h.
A map showing the location of said easement is attached hereto and incorporated
by reference herein.
TO HAVE AND TO HOLD said right and non-exclusive easement to it, the said
Grantee and its successors and assigns, to include permission to Grantee's staff to enter
the property during normal business hours for the purpose of inspecting all components
of the permitted stormwater management facility.
IN TESTIMONY WHEREOF, the Grantor has hereunto executed this Easement
the day and year first above written.
SONNY OLIVER REALTY COMPANY
7 �l
By:
Christopher L. Oliver, Chairman/CEO

NORTH CAROLINA
ROBESON COUNTY
I, Cynthia H. Mauldin, the undersigned Notary Public, certify that Christopher L.
Oliver, personally known to me, personally appeared before me this day and
acknowledged that he is the Chairman/CEO of Sonny Oliver Realty Company, a North
Carolina corporation, and that he as Chairman/CEO being authorized to do so, voluntarily
executed the foregoing on behalf of said corporation for the purposes stated therein.
Witness my hand and notarial stamp or seal this 3rd day of August, 2018.
My Commission Expires:

/ p
N29.48 r23" W /RP �GN�p�P R/pHt or '\ \
30.70
/SR
0
N pow
G13
\,
N ?+ C ,e
i
rr
P`yey�� .°`p�C FESS O�/'•,
�?O\\• �\ cos: w°o�i� G�o?il� e�lAsj��9 y
SEAL'' -
0
N29'48'23'W SUav`�y.''t<��•''
12.000r\ a.
"THIS MAP MAY NOT BE A CERTIFIED SURVEY AND HAS
NOT BEEN REVIEWED BY A LOCAL GOVERNMENT AGENCY
FOR COMPLIANCE WITH AND APPLICABLE LAND DEVELOPMENT
REGULATIONS AND HAS NOT BEEN REVIEWED FOR COMPLIANCE
GRAPHIC SCALE WITH RECORDING REQUIREMENTS FOR PLATS"
w
(Orpr)
tW-tD06
MAP MADE FOR
SONNY OLIVER REALTY COMPANY
DRAINAGE EASEMENT
DRAWN BY: SO
Johnny W. Nobles
& Associates
PDD,6351MAL LAND Wfte rs
5 MYNe. MAIPIK. LAND UiE up r4NNM
Residential
Commercial
Agricultural
Topographical
ALTA/ACSM
Surveys
CHECKED BY: JWN
SURVEYED BY: JB
SCALE: 1" - 100'
DATE OF MAP: 7/05/2018
�• RAFT SWAMP
TITLE REFERENCE: DEED BOOK 1552, PAGE 678
___ROBESON— _

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
February 12, 2018
Sonny Oliver Realty
Attn: Christopher L. Oliver, Chairman/CEO
PO Box 1266
Lumberton, NC 28359
Subject: Approved Minor Modification
Sonny Oliver Realty
State Stormwater Management Permit SW6070602
Robeson County
Dear Mr. Oliver:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
On February 6, 2018, the Fayetteville Regional Office of the Division of Energy, Mineral and Land Resources
(DEMLR) received a complete application package for minor modifications to State Stormwater Management
Permit SW6070602. The proposed minor modifications are summarized on the form as; "All pond elevations
including forebay elevations are being raised 2 feet. This is due to the fact that the SHWT is higher than the soil
report indicated. All pond areas and volumes will remain the same." Upon staff review of the application package,
it has been determined that a formal permit modification is not required for the proposed modifications. We are
forwarding to you an approved copy of the revised plans for your files. Please replace the previously approved
plan sheets with the revised ones or please add the revised plans to the previously approved plan sheets.
Please be aware that all terms and conditions of the permit, issued on September 5, 2017, remain in full force and
effect. Please also understand that the approval of this revision to the approved plans for the subject State
Stormwater Management Permit is done on a case -by -case basis. Any other changes to this project must be
approved through this office prior to construction. The approval of this minor modification does not preclude the
permittee from complying with all other applicable statutes, rules, regulations or ordinances, which may have
jurisdiction over the proposed activity and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please contact Mike Lawyer at [phone] or via e-mail at
mike. [e-mail].
Sincerely,
Timothy L. LaBounty, PE
Regional Engineer
TL/ml
cc: Sam R. Nobles, Jr., PE — Koonce, Noble & Associates, Inc. (via e-mail)r/
RobesoCounty Zoning & Planning, PO Box 1284, Lumberton, NC 28359
FRO = DEMER-State StormwaterFlleS�;:7
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
910433-3300

Koonce, Noble & Associates, Inc.
Consulting Engineers
August 2, 2017
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:
Please find enclosed the original and one copy of the application with supporting
information for modifying the above referenced permit.
Thank you for your assistance.
Sincerely,
KOONCE, NOBLE & ASSOCIATES, INC.
Sam R. Noble, Jr., PE
SRNjr/ccc AUG - 7 2017
it, o�-AM
Enclosure
208 EAST FIFTH STREET LUMBERTON, NC 28358 LICENSE NO. F-o103
TELEPHONE [phone] FAX [phone] E MAIL: [e-mail]

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ,/ Coastal SW -1995 / Coastal SW - 2008 V Ph II - Post Construction
(select all that apply) ,/ Non -Coastal SW- HQW/ORW Waters ,/ Universal Stormwater Management Plan
/ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources AUG - ) 20111
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:79° 04' 50.077" W of the main entrance to the project.
II. PERMIT INFORMATION
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRene,als zoith modifications also requires SWU-102 - Renezaal Application Form -
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 Stornwater 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-" .,

Sonny Oliver Realty
Narrative
This project is a convenience store with self-service gas facilities. The site is located in
Robeson County at the southeast intersection of NC Hwy 711 and SR 1339, Deep Branch
Road. All of the property will be privately owned by Sonny Oliver Realty. All on site
storm water will be collected and diverted to a wet detention pond. Pond is designed for
90% TSS removal so a filter strip is not required. Discharge from the wet detention pond
is to an existing ditch on the south side of the parcel. This ditch flows to the Lumber
River.
AUG - 7 2017

ow>14
D
I
Z
'Woul,
4
SITE
,
_x
. -_.
s,la w ,
'.. - ... . .
�, v
wale
an j
;y
V
mdj
Ir
tai c
x
k
"gocam
LOMB E
't4"j�,0RAL.,AlR
RT?
47,
11
Fe
I
_Z c
4ml
ra P_/
.Water
ank
SITE: OLIVER REALTY SUN -DO
KoONCE, NOBLE
208 EASEASTSth STREET
SOURCE: USGS QUADRANGLE
NORTHWEST LUMBERTON
& ASSOCIATES, INCI
P.O. BOX 1027
LUMBERTON, NC 28359 -
[phone]
DATE: 1986
SCALE: P= 2,000'
CONSULTING ENGINEERS
FAX [phone]
EMAIL KNAcngmeent%gWatt.nei
Lic.,\..:F-0103

WET POND
SONNY OLIVER REALTY
CALCULATIONS
1 Find Surface Area of Permanent Pond
Total Area=
3.46 AC
Impervious Area -
2.13 AC
% Impervious =
61.6 %
Permanent Pool Depth =
4.3 feet
SA/DA =
2.78
SA/DA =
(2.78/100) X 3.46 AC
0.096188 AC
4,190 SF
SA Provided
13,380 SF
2 Find the volume to be Controlled from a 1" Storm
Rv = 0.05+0.9Xla
la =
0.62
Rv =
0.67
Volume = (Design Rainfall) (Rv) (Drainage Area)
1 Inch X 0.67 X 1/12 (feet/inch) X 3.46 Ac
0.193 Ac Ft.
8,415 CF
3 Determine Peak Runoff 24 Hour Pre
A =
3.46 AC
C =
0.1
Tc =
1440 min
1 =
0.23 inches/hour
Q =
0.08 CFS
Determine Peak Runoff 24 Hour Post
A =
3.46 AC
C =
0.7
Tc =
1440 min
1=
0.23 inches/hour
Q =
0.56 CFS
4 Size Outlet
D =
Q/9.42'HAl.5
Q =
0.1 CFS
H =
0.62 feet
D =
0.017305 feet
Use
48 inch
5 Size Drawdown Orifice
Volume
9080
Dia.
2 inches
Q =
0.026'DA2'(HA0.5)
Cd =
0.6
H (Avg)=
0.21 feet
Q (Avg) =
0.0481 CFS
Drawdown Time -
52 Hours
� 10969
�••. FMGiIIE�'�i°
all-;
b' � r — i 2017

r'
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 4, 2010
Sonny Oliver Realty
Attn: Christopher L. Oliver, President
PO Box 1266
Lumberton, NC 28359
Subject: Stormwater Management Permit SW6070602-Modification
Sonny Oliver Realty
High Density Project
Robeson County
Dear Mr. Oliver:
Dee Freeman
Secretary
The Fayetteville Regional Office of the Division of Water Quality received a complete Stormwater
Management Permit Application on September 20, 2010 for Modification to Pennit SW6070602,
originally issued on October 1, 2007, for the Sonny Oliver Realty project. Staff review of the plans and
specifications along with additional information received on October 1, 2010 has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1
A000. Therefore, we are forwarding herewith Stormwater Management Permit SW6070602-
Modification dated October 4, 2010, for the construction of the subject project.
This permit shall be effective from the date of issuance until October 3, 2020 and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the Stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) calendar days following receipt
of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 2761 1-7441. 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 or myself at [phone].
BSH: ML/ml
cc: Sam R. Noble, Jr., PE (via e-mail)
Robeson County Zoning & Planning
FRO -Surface Water Protection
DWQ Central Files
Location: 225 Green Street, Suite 714, Fayetteville, North Carolina 28301
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: vnnv.ncvvatee tyualiN.org
An Equal Opportunity 1 Affirmative Action Employer
Sincerely, p
4&C-40.e1, n 7
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
NorthCarolina
Naturally

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS FIEREI3Y GRANTED TO
Sonny Oliver Realty
Sonny Oliver Really projec!
Robeson Counry
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of
15A NCAC 2H .1000 (hereafter referred to as the "slornnvaler rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until October 3, 2020 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in
the application and other supporting data.
2. 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 59,710 square feet of impervious 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: 3.43
Onsite, ft2: 149,400
Offsite, ft2: 0
b. Total Impervious Surfaces, ftz: 59,710

C.
-Design Storm, inches:
1.00
d.
Pond Depth, feet:
5.00
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMSL:
86.50
g.
Permanent Pool Surface Area ft:
J:
13,380
h.
Permitted Storage Volume, f
47,482
i.
Temporary Storage Elevation, FMSL:
87.00
j.
Controlling Orifice:
1.25" 0 pipe
k.
Permitted Forebay Volume, ft3:
10,184
1.
Receiving Stream/River Basin:
Lumber River/Lumber
M.
Stream Index Number:
14-(7)
n.
Classification of Water Body:
"WS-1V,B;Sw,HQW"
11. 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 DWQ. The records will indicate the date, activity, name of person performing the
work and what actions were taken.
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 a fountain in this pond is 1/6th horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit shall become
voidable unless the facilities are constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior
to operation of this permitted facility, a certification must be received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted
on the Certification. A modification may be required for those deviations.

8. If the stormwater system was used as an Erosion Control device, it roust be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
9. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
10. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved plans,
including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage area.
e. Further subdivision, acquisition, 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.
If. The permittee shall submit final site layout and grading plans for any permitted future areas
shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by the Permittee for
a minimum of ten years from the dale of the completion of construction.
13. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the pennit. 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 transterable except after notice to and approval by the Director. In the event of
a change of ownership, or a name change, the permittee must submit a formal permit transfer
request to the Division of Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved. 'rhe 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 pennit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal) 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 DENR Staff permission to enter the property during normal business hours
for the purpose of inspecting all components of the permitted stormwater management facility.

6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a
request for a permit modification, revocation and reissuance or termination does not stay any
permit condition.
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 pennit.
9. The permittee shall notify the Division any name, ownership or mailing address changes within
30 calendar days.
Permit issued this the fourth day of October 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
olee� n H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Management Permit SW6070602-Modification

�Pll
2z

SAm R. NOBLE, JR., P. E.
Consulting Engineer
September 16, 2010
DENR-FRO
SEP 2 0 2010
DWO
Mr. Mike Lawyer
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5094
Dear Mr. Lawyer:
RE: STORMWATER MANAGEMENT PERMIT APPLICATION
SONNY OLIVER REALTY
Please find enclosed the correct application fee for this project.
Thank you for your assistance.
Sincerely,
-P&k
Sam R. Noble, Jr., P. E.
SRNjr
enclosure
401 Oxford Road • Lumberton, NC 28358 • 910-740-9466 • bonoble@nc,rr.com

SAM R. NOBLE, JR., P. E.
Consulting Engineer
DENR-FRO
SEP 0 9 NO
September 7, 2009
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5094
Gentlemen:
RE: STORMWATER MANAGEMENT PERMIT APPLICATION
SONNY OLIVER REALTY
DWO
Enclosed with this letter are the following items on the above -referenced project:
1. Permit application — Original and 1 copy
2. Check in the amount of $550.00
3. Warranty Deed — 1 copy
4. Calculations — 1 copy
5. Plans — 2 copies
6. O & M agreement - Original
7. Supporting documentation
Please let me know if you need any further information prior to your review and approval
of the enclosed data.
Sincerely,
-AlpQ�
Sam R. Noble, Jr., P. E.
SRNjr
401 Oxford Road • Lumberton, NC 28358.910-740-9466 - [e-mail]

l /?V�p vw �/

„ . .. DWQUSE'ONLY',
Date Received
Fee Paid
Permit Number
�' 9 0
�Sa 9-2o-ro
w 0 Go Z
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
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 at the southeast intersection of NC Hwy 711 and SR 1339, Deep Branch Road
4. Latitude:34° 37' 36.228” N Longitude:79* 04' 50.077" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): [-]New ®Modification
b.If this application is beingg submitted as the result of a modification to an existing permit, list the existing
permit numberSW6070602 , its issue date (if known)Oct. 1 2007 and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
[]LAMA Major ®Sedimentation/Erosion Control: 3.43 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑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:
SEP 0 9 2010
®WQ
Form SWU-101 Version 14May2010 Page 1 of

III. 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 project):
Applicant/Organization:Sonny Oliver Realty
Signing Official & Title:Christopher L. Oliver, President
b.Contact information for person listed in item la above:
Street Address:1811 East Fifth Street
City:Lumberton State:NC Zip:28358
Mailing Address (if applicable):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/Organization: `` O q h`/ 0 bQA ✓ (C t�]l}� t ,
Signing Official & Title: C Y or n `D ,2; L Lye l— I' j-ejk
b.Contact information for person/ listedinin item 2a above:
Street Address: Ie l ( �t— S' Ifv�E'7r
City:
U Zip: 2 ]
Mailin/g�� A�� ddress (ifapplicable): �N Vjo
City: W, WA) 7 r/ State: c
I
Phone: ( �,g� ) -� S d Fax: ( b
Email:d k\1est9.0Cs.-� •
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
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
State:
Fax: ( )
4. Local jurisdiction for building permits: City of Lumberton
Point of Contact:Brandon Love Phone #: (910 ) 651-3838
Form SWU-101 Version 14May2010 Page 2 of 6

IV. PROJECT INFORMATION
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 existingdrainage rainage ditch on the
south side of the parcel
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the prol'ect has been designed in accordance with:
❑ Coastal SW —1995 ® Ph II — Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 3.43 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0. acres
7. Total Propperty Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area':3.43 acres
Total project area shall be calculated to exclude the following the normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area. 3co 7%
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 1002 _A%
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stoimwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9./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.
Basin Information
Drainage Area I
Drainage Area _
rama a Area
Drainage -Area _
Receiving Stream ame
Lumber Kiver
Stream Class
SW,HWQ
/
Stream Index Number'
�
lotal Drainage rea s
site Drainage Area s
Off -site Drainage rea s
Proposed Impervious Area (so
% Impervious Area (total)
39
Mious Surface Area
ramage Area _
ramage Area./
Drainage Area _
Drainage Area —
ut ings
7Lots s
—�
On -site Streets s
On -site Parking s
Sq r1/0
On -site Sidewalks (sf)
Other on -site s
uture s
site s
Existing s
o- s
* Stream Class and Index Number can be determined at: http://portal.ncdenr.orghoeb/Wglpslcsii classifications
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Form SWU-101 Version 14May2010 Page 3 of 6

Protects in Union County: Contact DWQ Central 0jJ1ce staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://Portal.ncdenr.ore/web/wci/ws/su/bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portaimcdennorg/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http:/ /portal.ncdenr.org/web/wq/ws/su/maps.)
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 ht!p://por-tal.ncdenr.org/web/wq/ws/suZstatesw/`forms_docs.
I 'tia s
1. Original and one copy of the Stormwater Management Permit Application Form.
2. , Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Alf}
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
htW://www.envhelp.org/pages/onestopexpress.htrnl for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
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
receiving stream drains to class SA waters within 3h mile of the site boundary, include the th
mile radius on the map.
7. Sealed, signed and dated calculations.
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.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
f
Form SWU-101 Version 14May2010 Page 4 of 6

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 DWQ to verify the SHWT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: I.SS Page No: (,7 —(o7q
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretaiy.state.nc.us/CoMorations/CSearch.aspx
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
ht!p://portal.ncdenr.org/web/wq/wsZsuZstatesw/forms—docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
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., P. E.
Consulting Firm:
Mailing Address:401 Oxford Road
City:Lumberton State:NC Zip:28358
Phone: (910 ) 740-9466 Fax: ( )
Email:[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, item 2a) b ptW"l \Vt certify that I
own the property identified m this pe it ap lication, and thus g ve perm ssion to (print or type name of person
listed in Contact Information, it la) '"fib (, sk✓ with (print or type name oforganization listed in
Contact Information, item la) Q to develop the project as currently proposed. A copy of
the lease agreement or pending pr perty sales contract has been provided with the submittal, which ndicates the
party responsible for the operation and maintenance of the storm
water system.
Form SWU-101 Version 14May2010 Page 5 of6

l/
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a vio o C General Statue 143-215.1 and may result in appropriate enforcement action including
the assess t p $25,000 per day, pursuant to NCGS 143-215.6. 7
Signatu e , T Date: ✓/ /4
I, Mary Lynn Butler a Notary Public for the State of North rarnlinaCountyof
pnbeson do hereby certify that C ri s1:epher- L-014ver personally appeared
before me this 3 i day of Auau s;t 2 01 0 • and acknowledge the due execution of_the papplication for
a stormwater permit. Witness my hand and official seal, Ze4'4
207AR���
.PA OB<�/ B LA_G =a
111"Z"101V co
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires 7 / 29 / 1 2
I, (print or type name of person listed in Contact Information, item 1a) Christopher L. Oliver, President
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project ill constructed in conformance with the approved plans, that the required deed restrictions
and protec ' e an ill be r o ed, and that the proposed project complies with the requirements of the
applicab ate A NCAC 2H .1000, SL 2006-246 (Ph. II — Post Constructio O or 2008-211.
Signa re: l Date: J
I, Mar}, T.Vnn Rnt 1 er —a Notary Public for the State of North ra rol i na, County of
Robeson do hereby certify that rhrigtophe—I L)14,vp, personally appeared
before me this_ day of A,� , S t o n I n • and acknowledge the due execution o the a p 'Eation for
a stormwater permit. Witness my hand and official seal,
%CNN eV
s
AU B
���h�lUlnUgP
SEAL
My commission expires 7/ 2 9/ 1 2
Form S WU-101 Version 14May2010 Page 6 of 6

%�jy Da oz,�,',
'"hits Ito ��""

DWQiUst'ONLY
Date Received
Fee Paid
Permit Number
9-9-/0
�SaS S-Zo_/o
Sc✓Go7aG0
Applicable Rules: ❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
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 at the southeast intersection of NC Hwy 711 and SR 1339 Deep Branch Road
4. Latitude:34° 37' 36.228" N Longitude:79° 04' 50.077" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW6070602 , its issue date (if known)Oct. 1, 2007 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 3.43 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:
DENR-FRO
SEP 0 g 2010
DVVQ
Fonn SWU-101 Version 14May2010 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Sonny Oliver Realty
Signing Official & Title:Christopher L. Oliver, President
b.Contact information for person listed in item la above:
Street Address:1811 East Fifth Street
City:Lumberton State:NC Zip:28358
Mailing Address (if applicable):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/Organization: (6-,1 Ny O ✓ /[� L\yk,� t k-
Signing Official&Title: l P�Jt1�G�D�
b.Contact informations for person/ listed in
Street ddress: �,Dj
City: LA (k 1 v-tG 7
Mailin//��Address-�(iffapplicable): �� �.
city: Lu, Y-A)&IC2
Phone: ( 9 ('C' ) - � d ( 't
1
item 2a above:
6^0j
State:
State:
Fax:
Email:p�V������ to C dc[2 \2 �V (^
C
Zip: 2k7Ji-
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
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
Phone:
State:
Fax:
4. Local jurisdiction for building permits: City of Lumberton
Point of Contact:Brandon Love Phone #: (910 ) 651-3838
Form SWU-101 Version 141vlay2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the storm water runoff will be treated.
Stormwater will be collected in ditch and retention pond and transmitted into existing drainage ditch on the
2. a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ® Ph II — Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 3.43 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0. acres
7. Total Propperty Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project
Area':3% acres
Total project area shall be calculated to exclude the foliowinQm
the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Noral High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or tiIHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 42
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information,
' rama e• 7ea -
rama e" 7ea
Drainage Area"
rama a Area`_
eceiving Stream Name
Lum5r River
Stream Class
SW,HWQ
Stream Index Number
otal Drainage Area s
site Drainage rea s
Off -site Drainage Area s
Proposed Impervious Area (so
58,219
% Impervious Area (total)
din ervious', Surface,Area,r ,
rainage ,_ rea
ramage rea
DrainageArea _;
ramage rea'.=:
-site Buildings ots s
On -site Streets s
On -site Parking s
On -site Sidewalks s
other on -site s
uture s
Off -site s
Existing s
ota s :
Stream Class and Index Number can be determined at: htt : portal ncdenr.org web/wq/ps/esu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BLIA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determ ined? Provide documentation.
Form SWU-101 Version 14May2010 Page 3 of 6

Proieets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httD://Dortal.ncdenr.oriz/web/wo/ws/su/bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from _h_ttp://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
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/wq/ws/su/statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
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
receiving stream drains to class SA waters within'h mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations.
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.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished Floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. 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).
Nei
N
Fonn SWU-101 Version 14N1ay2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 9I /o_
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 D1,VQ to verify the SHWT prior
to submittal, [phone]J
Nib
A copy of the most current property deed. Deed book: 1) 155), Page No: [,%4i—(o '9
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(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.
ht!p://w�vw.secretary.state.nc.us/Corporations/­CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/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
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
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., P. E.
Consulting
Mailing Ad
City:Lumberton
Phone: (910 ) 740-9466
Email:[e-mail]
State:NC Zip:28358
Fax: ( )
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, item 2a) (� tlwy 0�\ye 1, certify that I
own the property identified in this permit.ap lication, and thus give permission to (print or type name of person
listed in Contact Information, item la) JW\tic w L. ' L\. e✓ with (print or type name of organization listed in
Contact Information, item In) � ✓ to develop the project as currently proposed_ A copy of
the lease agreement or pending pr perty 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 14May2010 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a vio t oa C General Statue 143-215.1 and may result inappropriate enforcement action including
the assess t�' i p f 125,000 per day, pursuant to NCGS 143-215.6.
Signature• lE/ Date:
G� I, Mary Lynn Butler allotaryPublicfortheStateof_North Carol inaCountyof
—12nbesnn —do hereby certify that Ehr- StGpher L. E)yer personally appeared
before me this 3_Lday of Au an s t 2 01 0 " and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, �����
vffiNN ,&&
T A �l
CJ
'N't, ON COON `.`````�.
"�nnnuu�a``
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires 7/ 2 9/ 1 2
I, (print or type name of person listed in Contact Information, item la) Christopher L. Oliver, President
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project ill constructed in conformance with the approved plans, that the required deed restrictions
and protec ' e enan ill e r o ed, and that the proposed project complies with the requirements of the
applicab Ovate A NCAC 2H .1000, SL 2006-246 (Ph. II — Post Constructio i o� R 2008-211.
Signa re: l/ / Date:
I, Mary Lynn Ru tler a Notary Public for the State of North Ca rn1 i na County of
Robeson do hereby certify that Christopher I 01'ver personally appeared
before me this _11 day of A,g„ G t v n I n, and acknowledge the due ex .cution o the a p 'cation for
a stormwater permit. Witness my hand and official seal, yt
%11
d% YNN @GTy,''.
a+ A& %C)
c� B
CONA
SEAL
My commission expires
Form SWU-101 Version 14May2010
Page 6 of 6

WET DETENTION BASIN
SONNY OLIVER REALTY
CALCULATIONS
1 Find Surface Area of Permanent Pond
Total Area =
3.43
AC
Impervious Area =
1.33
AC
•� ,-
% Impervious =
39
%
Permanent Poll Depth =
3
feet
SA/DA =
1.73
5 (
SA =
(1.73/100) X 3. 3 A
91
-
C
=
2585
SF
y�
SA Provided =
13380
CF
2 Find the Volume to be Controlled from 1" Storm
Rv =
0.05 + 0.009 (1)
0.05 +.009(39)
0.4
in/in
Volume =
(Design Rainfall)
(Rv) (Drainage Area)
=
1 inch x 0.40 in/in x 1/12 (feettinch) x 3.43 AC
=
0.114
AC ft
=
4980
CF
Volume Provided
7310
CF
3 Determine Peak Runoff
A =
3.43
AC
C =
0.55
Tc =
5
min.
I =
8.94
inches/hour
Q =
16.9
CFS
4 Size Outlet
D =
Q/9.42 ' HA1.5
Q =
16.9
CFS
H =
0.5
feet
D =
5.07
feet
Use
60"
riser
5 Size Drawdown Orifice
Volume =
7310 CF
Use 1 -1.25" Dia Hole
Q =
0.026' DA2' (hAt/2)
H =
0.5 feet
Q =
0.03 CFS
Drawdown Time =
67.6 Hours

Permit No. 5�-V&0 %066 Z-
no be provided by D WQ)
DENR-FRO
®Tn
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
SEP 0 9 2010
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
910-738.1401
Oliver, Resident
II. DESIGN INFORMATION
Site Characteristics
Drainage area 149,400 fe
lmpervious area, postdevelopm it On e --
% impervious 38.97 %
Design rainfall depth 1.0 in
Storage Volume: Non-SAWaters
Minimum volume required 4,989 ft3
Volume provided 7,310 ft3
Storage Volume: SA Waters
1.5' runoff volume to
Pre -development 1-yr, 24-hr rurwff ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required ft3
Volume provided ft3
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
N (Y or N)
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(uniless)
Rational C, post -development
limitless)
Rainfall intensity: l-yr, 24-hrstorm
inmr
Predevelopment 1-yr, 24-hr peak flow
0.15 ft3lsec
Post -development 1-yr, 24-hr peak flow
0.29 Wise,
PreJPost 1-yr, 244tr peak flow control
0.14 ft /sec
Elevation
Temporary pool elevation
87.00 fmsl
Permanent pool elevation
86.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
86.50 fmsl
Top of 1011 vegetated shelf elevation
87.00 fmsl
Bottom of 1011 vegetated shell elevation
86.00 fmsl
Sediment cleanoul, top elevation (bottom of pond)
81.00 fmsl
Sediment deanout, bottom elevation
80.00 fmsl
Sediment storage provided
1.00 It
Is there additional volume stored above the state -required temp. pool?
N (Y or N)
Bevamwr of the top of the additional volume
fort
OK
O�pF W A Ls90
s
OK, volume provided is equal to or in excess of volume required.
Data rat needed for calculation option p1, but OK if provided.
Data not needed for calculation option p1, but OK if provided.
Form SW401-Wet Detention Basin-Rev.8-9117109 Parts I. a H. Design Summary, Page 1 of 2

Permit No. J �VQ / e6O?—
(he be provklerl by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pod
15,900 1?
Area REQUIRED, permanent pod
2,585 12
SAIDA ratio
1.73 (unitless)
Area PROVIDED, permanent pool, Ate,
13,380 ft`
OK
Area, bottom of 1Oft vegetated shelf, A� s
8,400 ft`
Area, sediment deanout, top elevation (bottom of pond), A,.,a
4,800 ft
Volumes
Volume, temporary pool
7,310 ft'
OK
Volume, permanent pool, Vpa,,,ym
47,482 ft'
Volume, forebay (sum of forebays fl more than one forebay)
10,184 ft'
Forebay % of permanent pool volume
21 A% %
OK
SAIDA Table Data
Design TSS removal
85 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
1.73 (unless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Y (Y or N)
Volume, permanent pod, Vpe, ,,
47,482 ft'
Area provided, permanent pod, A e j,
13,380 ft
Average depth calculated
3.51 It
OK
Average depth used in SAIDA, cl , (Round to nearest 0.5ft)
3.5 If
OK
Calculation option 2 used? (See Figure 10-2b)
N (Y or N)
Area provided, permanent pod, A.,,
13,380
Area, bottom of 1011 vegetated shelf, A,-,,,
8,400 ft`
Area sediment dearout, top elevation (bottom of pond), A,.,
4,800 e
-DeW (distance War bottom of 10111 shelf and top of sett erd)
5.00 ft
Average depth calculated
It
Average depth used in SAIDA, d., (Round to nearest 0.511)
It
Drawdowm Calculations
Drawdown through onfice?
Y (Y or N)
Diameter of orifice if circular)
1.25 in
Area of orifice (rf-noncircular)
in
Coefficient of discharge (CD)
0.60 (unitiess)
Driving head (Ho)
0.50 ft
Drawdown through weir?
N (Y or N)
Weir type
(unless)
Coefficient of discharge (C,)
(unit ess)
Length of weir (L)
If
Driving head (H)
If
Pre -development 1-yr, 24-hr peak flow
0.15 113isec
Post -development 1-yr, 24-hr peak flow
0.29 ft'/sec
Storage volume discharge rate (through discharge orifice or weir)
0.03 ft'/sec
Storage volume drawdown lime
2.82 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
2.3 :1
OK
Trash rack for overflow & office?
Y
(Y or N)
OK
Freeboard provided
Y It
OK
Vegetated filter provided?
Y
(Y or N)
OK
Recorded drainage easement provided?
NA
(Y or N)
OK
Capures all rrott at ultimate buildcut?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump Out
Form S W401-Wet Detention Basin-Rev.e-9/17N9 Parts I. & 11, Design Summery, Page 2 of 2

Permit No. W&6 %L'Gd 2
(to be provided by DWQ)
III:- REQUIRED ITEMS CHECKLIST =` r
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.
DENR—FRO
Initials
i
Pagel Plan
Sheet No.
1 & 2 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),
Overflow device, and
Boundaries of drainage easement.
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.
1 & 2 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.
SEP 0 9 2010
DWQ
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay,
to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
Attached 7. The supporting calculations.
Attached 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
Attached 9. A copy of the deed restrictions (if required).
_ Attached 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.8-9I17I09 Part III. Required Items Checklist, Page 1 of 1

Permit Number: 5 V✓�o O %O 6 O 2-
(to
be be provided byDWQ)
DENR-FRO
Drainage Area Number: �
SEWMW- ntion Basin Operation and Maintenance Agreement
I w9keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not
This system (check one):
❑ does ® does not
incorporate a vegetated filter at the outlet.
incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the problenr
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 time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number: S ✓U 66 ?660 Z
(to be provided by DWQ)
Drainage Area Number: t
BMP element
Potential problenu.
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
a depth greater than the
Search for the source of 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: 5'W (00?6 (, &Z
(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 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 55:5 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 86.5
Sediment Removal E 81 Pe ant Pool
---------------- VOlume Sediment Removal Elevation 81
Bottom Elevatio 80 -ft Min.
----------------------------
Sediment -- Bottom Elevation 8(
Storage
FOREBAY
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number. SWt�47l��OZ
(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: Sonny Oliver Realty
BMP drainage area number:
Print name: Christopher L. Oliver
Title:, President
Note: The legally responsible parry 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, Mary Lynn Butler , a Notary Public for the State of
North Carolina , County of Rohpcnn , do hereby certify that
Christopher L. Oliver personally appeared before me this 31 ,st<
day of August , 2010 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
UIIIIII
y V'(NN
° ��O ARC Cps
a A G
ON CO �""
SEAL
My commission expires 7/ 2 9/ 1 2
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

:}� O � � .
S }- '=7 ;�
S C \ O
� Q' � j `�
� d �'

Sonny Oliver Realty
Narrative
This project is a convenience store with self-service gas facilities. The site is located in
Robeson County at the southeast intersection of NC Hwy 711 and SR 1339, Deep Branch
Road. All of the property will be privately owned by Sonny Oliver Realty. All storm
water will be collected by ditches and diverted to a wet detention pond. Discharge from
the wet detention pond will be to filter strip that flows to an existing ditch on the south
side of the parcel. This ditch flows to the Lumber River.
DENR-FRCS
SEP 0 9 2010

Rem.
A
6
'4'
' Y
'Substatj
dd-
k,
)n
vT:dd,
1"O "t
7 41,
7
sit
- 7 N34- 11 0
r
4 7
N\-N
1-ji
Lumbert
1.
Tel
x
ddrA
"A
17
AS
d
R,
awe
a
'Waten
d -,
j
C 13
ld� �Adv
ab
ikl
A
wavy
IV. I
. . . . . . . . . . . . F— .
1k-�n
37
t HO c
3 - 11
711 1 2�
Cem
41
ddl.
ddn
J-D Tcpdo,�Lvb (dop3itW + 1"9 f4oiw Y.mmouth ME OV% Now o han: ITSGS �Opft ' A*: 1: 17.00 Ntd, t3m.; hmm IVG:W

M
LAND MANAGEMENT CROUP
Environmental Consultants
June 16. 2010
Chris Oliver
Oliver Oil Company
P.n. Rnx 1266
Lumberton, NC 28359
Reference: Stonnwater basin study for the proposed basin area for the proposed Hkiy 711
Convenience Center located in Lumberton, NC.
Dear Mr. Oliver:
On June 11, 2010, Land Management Group. Inc. had the pleasure of evaluating the
proposed stormwater basin area for the NC Hwv 711 Convenience Center. The purpose of the
evaluation was, to describe the soil profile, quantify the depth to the seasonal high water table
(SHWT) and to inform the project engineer of any potential limitations of this project.
The soils on this site are mapped as the Portsmouth soil series in the Soil Survev of Nexx
Robeson County (USDA, 1978). Actual soil borings 1-2 confirms the soil to be a Portsmouth soil
series (see Test Area Map Appendix A and soil profile descriptions in Appendix B). The
Portsmouth soil series can best be described as soils that formed from alluvial deposits of poorh
drained loamy marine sediment on stream terraces in the coastal plain.
The seasonal high water table is normally evident by observation of redoximorphic
features suggesting past conditions of saturation and reduction. There is evidence of
redoximorphic features at less than 12" from the soil surface in borings 1 and 2 (see Test Area
Map .Appendix A and soil profile descriptions in Appendix B). However there has been regional
drainage in the area and LMG believes the contemporary SHWT to be 12" from the soil surface.
All recorded depths are from the existing surface as noted in the soil profile descriptions,
Appendix B. The official published description and physical and chemical data for the
Portsmouth soil series are shown in Appendix C for comparison.
In summary, this site has an area that is proposed for stormwater basin placement. This
area has soils that have seasonal high water tables of less than 12" from the soil surface in both
borings I and 2; however, due to regional drainage LNIG believes the contemporary SHWT to be
12" from the soil surface. If the proposed Permanent Pool Elevation is more than 6" below the
seasonal high water table elevation, then additional testing and analysis may be required to
determine an adverse affect of adjacent wetlands, surface waters, and/or buffers. Please refer to
the NC DENR DWQ February 19, 2009 Memo Article 2 subsections a-d for further guidance.
Please do not hesitate to contact me if you have any questions with this report or if you wish for
LMG to perform any additional site specific studies in accordance with the NC DENR DWQ
guidance memo. I may be reached at 910-4�2-0001. 910-471-05M or at nhoi�cllfir(m�:cuo.rer .
Sincerely,
Nicholas Howell
NC t.icensed Soil Scientist 912Q4
www.lmgroup.net s [e-mail]
3805 Wrightsville Ave.. Suite 15, Wilmington
Ph,
)G6D
NC 28403 • P.O. Box 2522, Wilmington. err' 28 !. '_

Proposed NC Hwy 711
Convenience Center
Stormwater Retention Basin Evaluation
*Map Not To Scale*
**Map Provided By Others**
June 16, 2010
Land Management Group, Inc.
Environmental Consultants
PO BOX 2522
Wilmington, N.C. 28402
www.LMGroup.net
1-866-LMG-1078
(910)-452-0060 fax
.'-'Soil Boring

711 Convenience Center
Detailed Soil Profile Descriptions
June l6. 2010
Boring 1 Flat 0- 1 % Portsmouth Series
A — 0-10" Loam, granular, very friable non sticky non plastic, l OYR 2/1 .
Btu 1 — 10-27" Sandy Clay Loarn, weak medium subangular blocky friable slightly stick-,
slightly plastic, IOYR:/1
Big 2 — 27-4S" Clay Loam, weak coarse subangular blocky. friable moderately sticky
moderately plastic. 2.5Y 4/I.
SHWT: <12" (-12" Contemporary due to Regional Drainage)
Physical Water: 23"
Boring 2 Flat 0-1 % Portsmouth Series
A -- 0-4" Loam, granular. very friable non sticky non plastic, 1 OYR 2/I.
Btu 1 — 4-19" Sandy Clay Loam, weak medium subangular blocky friable slightly sticky
slightly plastic, IOYR_/1.
Btu 2 — 19-45" Clay Loam, weak coarse subangular blocky. fiiable moderately sticky
moderately plastic, 2.5Y 4/1.
SHWT: <12" (-12" Contemporary due to Regional Drainage)
Physical Water: 26"

Appendix C
Published Description and Chemical and Physical Properties
Of the Portsmouth Soil Series

LOCATION PORTSMOUTH NC+FL SC VA
Established Series
Rev. JHW-.EWH
OW2008
PORTSMOUTH SERIES
AtLRA(s): I "A. 153A. 153B. I53C
N1LRA Office Responsible: Raleigh. North Carolina
Depth Class: Ven- deep
DrainaHe Class: Very poorly drained
Permeability: Moderate in the solum and rapid or very rapid in underling materials
Stu -face Runoff: Very slow to ponded
Parent Material: Loamy :marine sediments
Slope: 0 to 2 percent
N,lean Annual Air Temperature (type location): 65 decrees F.
N lean Annual Precipitation (type location): 50 inches
TAXONOMIC CLASS: Fine-loamv over sandy or sandv-skeletal, nixed, semiactive, thermic -I'�I)iP
Unnbraquuhs
TYPICAL PEDON: Portsmouth fine sandv loam--cuhnvated.(Colors are for moist soil)
Ap--O to 12 inches: black (I OYR 2/1) fine sandv loam: weal: mediwn granular struct-t e: very friable: man tino2
roots: moderateh, acid: gradual wavy boundary. (10 to 20 inches thick)
Eg--12 to 19 inches: may (10YR 5/1) fine sandv loam: weak mediwnn granular structtre: very fiiable: few inc
and nneditun roots: moderateh acid: eyadual wary bowndarv. (0 to 8 inches thick)
BEg--19 to 23 inches: gray (10YR 5/1) and dark arav 11 OYR 4! 1) fine sandy loam: weak meditun subanglar
block,, strucntre: fiiable: slightly sticky, slioghtly plastic; convnon line pores and old root channels: common
nnedium prominent brownish vellow (10YR 6/8) and yellow (10YR 7/8) iron masses: conUnon nneditrm Hakes of
mica: strop& acid: gadual wavy boundary. (0 to 6 inches thick)
Btg--23 to 35 inches; gray (10YR 511) and dark gray (10YR 4/1) sandy clay loam with pockets and lenses of
sandy clay and sandv loam: weak medium subanwlar blocky structure: fiiable; moderately sticky: nnoderatel
plastic: common fine pores and old root channels; common medium prominent yellowish brown (10YR 5 8).
brownish vellow (10YR 6/8). and yellowish red (5YR 5/8) iron masses: common thin patchy clay fiins on faces
of peds: common nrednim flakes of mica: few medium grains of feldspar minerals: very_ strongly acid: clear a\l
boundary. (10 to 26 inches thick)
BCg--35 to 38 inches: gay (10YR 5/1), brownish yellow (1 OYR 6/8) and reddish yellow (5YR 6,'8 � sand.:
loam: weak media n subanwlar blocky structure; very fiiable: common niediwn flakes of mica: few medium
gaiis of feldspar minerals; very snrongl, acid: clear smooth boundary. (0 to 5 inches thick)
. usda.gov/osd/.../PORTSMOUTH.htmI

2Cg1- 38 to 48 inches; gay (1 OYR 6/1) sand with few small bodies of sandv clay loam: single muained: loos'.:
c6mnnon meditun flakes of mica; few medium rains of feldspar minerals: very strongft, acid: abrupt smooth
boundarv. 0) to 15 inches thick)
2Co2- 48 to 72 inches: gay (I OYR 6/1) and light gav ( I OYR 7/1) coarse sand: single grained_ loose: comet: n
meditut flakes of mica: tew small to large pebbles: strongly acid.
TYPE LOCATION: Washingon County. North Carolina_ Tidewater Research Station: 0.7 mile south oft
64 Highway on SR 1119. 75 feet east of SR 1 1 19 at utility pole E160.
RANGE IN CHARACTERISTICS:
Solum Thickness:'_0 to 40 inches
Depth to Bedrock: Greater than 60 inches
Depth to Seasonal High Water Table: 0 to 12. November to May
Soil Reaction: A and B horizons range fi-om extremely acid to strongly acid runless the SUrface has been limed Linen
C horizons range from extremely acid to n-oderateb acid
Other Peatures: Mica and other weatherable minerals along with pebbles are few to common in ahundance ims
most pedons
or Ap hori7ons:
Color --hue of l OYR or neutral. value of 2 or 3. and ch oma of 0 to
Textnu-e--sandy loam fine sandy loam loan-. or their mucky analogues.
Eg 11067011 (if it occtu"s):
Color --hue of 1 OYR or �Y. value of � to 7, and chronna of l or 2
Texture--sandv loam, fine sandy loam, or loam
BEg horizon (if n occurs):
Color --hue of 1 OYR to 5Y, m' is neutral. value of ; to 6, and chron-a of 1 or 2
Texture --sandy loam, fine sandy loam. or loam
Redoxin-orphic features --iron masses in shades of brow-n. yellow, or red and iron depletions in shades of oliv e or
gray
i31g horizon:
Color --hue of IOYR to 5Y. or is neutral_, value of to 7. and chroma oft or 2
I cxtw-e--sandv clay loam. loam or clay loam. Some pedons have strata or pockets and lenses ofsandv clay :-nd
sandy loam.
Redoximotphic teawres--iron masses in shades of brown. yellow. or red and iron depletions in shades ofolAe, or
gray
BCa horizon (if it occur):
Color-- hue of 1 OYR to >Y. or is neutral, value of4 to 7, and chroma oft or 2
fexture--loamy sand or sandy loam (if present this layer is less than � inches thick)
Redoximoiphic teatures (if they occur) --iron masses in shades ofbrow-n. yellow. or red and iron depletions ii,.
shades of olive or uay
2 C g 11067011:
.usda. gov/osd/.../PORTSMOUTH. html

0/10/GV 1V -1. 1-- --..._....�-,. .-.......--...
Color --line of 1 OZR to �Yor is neutral. value of � to 7. and chroma of l or 2
Te�rre--coarse sand. sand. loanry sand, or loamy fine sand. Some pedons contain strata or pockets and lenses,
ofsandv loam. clay loam or sandy clay loam.
Redozinorphic features (if they occur) --iron masses in shades ofbro«v. yellow, or red and ion depletions ii1
shades of olive or gray
COMPETING SERIES: There are no other knomn series in the same family
GEOGRAPHIC SETTING:
Landscape: Coastal Plait
i.andfo in: Marine Terrace
Elevation: Generally less than 2; feet above mean sea level
Parent Material: Loamv marine sediments
,Mean Annual Arc Temperature: 58 to 70 degrees
\lean Mutual Precipitation: 42 to 6� inches
Frost Free Period: 200 to 260 days
GEOGRAPHICALLY ASSOCIATED SOILS:
Ahavista soils--moderateh well drained soils (seasonal hilt water table 18 to 30 inches) on hitter landscapes
auahoe soils--vet7- poorh' drained soils (seasonal lugln water table 0 to 12 inches) in coarse-loannv tantih on,
similar landscapes
A�usta soils --Somewhat poorh drained soils (seasonal hi-6 \x°ater table 12 to 1-4 inches) it lute -loamy fantihn
sli-lith higher landscapes
Cape Lookout soils --very poorly drained soils (seasonal high cater table 0 to 12 inches) in fine famih on similar
landscapes
Conabv soils --very poorly drained soils (seasonal high water table 0 to 12 itches) in coarse -loamy famih. w7, 1
organic surface lavers 8 to 16 inches thick on si nilar landscapes
Deloss soils --very poorh drained soils (seasonal high water table 0 to 12 inches) in fine -loamy fannih on similar
landscapes
Dragston soils --Somewhat poorly drained soils (seasonal high water table 12 to 30 inches) in coarse-ioarm
family on sfighth• higher landscapes
Hti de soils --very poorh- drained soils (seasonal high water table 0 to 12 inches) in tine -silty fam h on similar
landscapes
Pernarew soils--ven, poorh drained soils (seasonal high water table 0 to 12 inches) in fine fanlih will or=anic
surface layers, 8 to 16 inches thick on similar landscapes
Roanoke soils--poorh' drained soils (seasonal high water table 0 to 12 itches) in fine family on similar landscare
RoM soils --very poorly drained soils (seasonal high water table 0 to 12 inches) in line -silty, famih with organic
surface lavers 8 to 16 inches thick on similar landscapes
Mate soils--tyell drained soils (seasonal high water table 48 to 72 inches) in fine -loamy farnih7 on higher
landscapes
onnoilev soils--poorh drained soils (seasonal high water table 0 to 12 inches) it fine -loamy fanuh_ on. similar
landscapes
W ghee soils --somewhat poorh drained soils (seasonal high water table 12 to 18 inches) in tine famihon 11i2nc_
landscapes
)hV asda soils--very poorh drained soils (seasonal high water table 0 to 12 inches) it fine -loamy fanlil} wah
organic surface lavers 8 to 16 inches thick on similar landscapes
.usda.gov/osd/.../PORTSM OUTH. html

W Feks6fie soils --very poorly drained soils (seasonal nigh water table 0 to 12 inches) in coarse -silty lamilv oL-t
similar landscapes
DRAINAGE AND PERMEABILITY:
Auicultural Drainage Class: Very poorly drained
Permeability: Moderate in the solum and rapid or very rapid in underlying materials
USE AND VEGETATION:
Major Uses: Mostly wooded
Dominant Vegetation: Where wooded--loblolly pule (Paws taeda), red maple (Acer rubrum), sweetgunn
(Liquidambar stwaciflua), water oak (Quercus nigra). willow oak (Quercus phellos). sweetbav (Mao-tolia
vnrainiana), and redbay (Persea borbonia). Understory species include southern bavberry (Myrica cerifera).
gallbetry (Ilex spp.), reeds (Arundinaria recta); and greenbrier (Similex spp.).. Where cultivated --corn. oats.
sovbearis. small grain_ truck crops, and pasture.
DISTRIBUTION AND EXTENT:
Distribution: Lower Coastal Plain of Maryland, North Carolina, South Carolina, Virginia, Delaware. and perhaps
Alabama. Florida. and Georgia
L\1ent: Large
M LRA OFFICE RESPONSIBLE: Ralei-Jn, North Carolina
SERIES ESTABLISHED: Norfolk Area. Virgina_ 1902.
REMARKS: Portsmouth series was formerly classified as fine -loamy. mixed, them -tic Typic t.hubraquults. 1-iiis
revision changes the classification to fine -loamy over sandy or sandy -skeletal and moves the type location from
Virginia to North Carolina.
Dia�nnostic horizons and features recognized in this pedon are:
Umbric epipedon - the zone fi-om the surface to a depth of 12 inches (the Ap horizon)
Araillic horizon - the zone from a depth of 23 to a depth of 3 5 inches. (the Btg horizon)
Aquic moisture regune
Strongly contrasting particle -size class - below a depth of 38 inches.
:1DDITIONAL DATA:
TABULAR SERIES DATA:
SOI-5
Soil Name Slope
Airtemp
FrFr/Seas
Preci.p
Elevation
NC0128
PORTSMOUTH
0-2
58-70
200-'E60
42-56
5-100
SOI-5
FloodL
tloodH
Watertable
Kind
III onthS
Bedrock:
NCO128
NONE
PARE
0-1.0
APPARENT
NOV-MAY
-60
S01-5
Depth
Texture
3-Inch
No-10 Clay`'
-CEC-
NCO128
0-19
MK-SL MK-FSL
MK-L
0-0
98-100 10-25
10-20
NCO128
0-19
SL FSL L
0-0
98-1.00 5-25
4-13
NCO128
0-19
SIL MK-SIL
0-0
90-100 '-0-27
7-20
...usda.gov/osd/.../PORTSMOUTH.htmI 4/ c

�.��vl uva�
v.i.�...n.
....�i
ice... `. �..
r..... ._.......
.... ......
:'.)i_b
103s
a
JCL
CL
0-0
"s -i
00
0-; 5 -u
LS
SL
SE
COS
LS
l-0
" -"i00
T-5
De,.)uh
-PH-
0.m
_
nlr aL
Shn�k-Swi.l.
NT11i iS
0-1�
_.5-
�.._
3.-15
_..0-5.n
LOW
3.5-
5.3
3.-3.
0..-6.0
L,UW
4C0128
0-i9
_.5-
S.5
O.r-2.0
Lola
N::%1Z8
19-35
3.5-
5 .5-'_.
0.
_-_.0
LOW
NC�i19
35-3J
5-
=.3
0.-.,
_.0-0.0
LOW
\CO12 8
3d-7
_..:-
6.0
0.-._
=.0-:'0
LOW
National Cooperatn,e Soil Sw-�, ev
U.S.A.
.usda.gov/osd/.../PORTSMOUTH.htm I

�GF W A TF90
r
Michael P. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Coleco H. Sullins, Director
Division of water Quality
Sonny Oliver Realty (Lawrence H. Oliver)
Attn: Christopher L. Oliver, Partner
IS I 1 East Fifth Street
Lumberton, NC 28358
October 1, 2007
Subject: Stormwater Management Permit SW6070602
Sonny Oliver Realty
High Density Project
Robeson County
Dear Mr. Oliver:
The Fayetteville Regional Office of the Division of Water Quality received your Stormwater
Management Pennit Application for the Sonny Oliver Realty project on June 14, 2607. Staff review of
the plans and specifications along with additional information received September 17, 2007 and
September 28, 2007 has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H .1000. Therefore, we are forwarding herewith Stormwater
Management Permit SW6070602, dated October 1, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until September 30, 2017, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this pennit. Failure to establish an adequate system for
operation and maintenance of the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) calendar days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, PO
Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made, this permit shall be final and
binding.
If you have any questions, or need additional information concerning this matter, please contact
Mike Lawyer or myself at [phone].
Sincerely,
o _ q
� 2.•�LI.� 7CT%'YGe'yE7'lJ
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
BSH: ML/ml
cc: Johnny W. Nobles -Johnny W. Nobles K Associates
PO Box 407
Lumberton, NC 28359
Robeson County Planning Department
FRO -Surface Water Protection on
Water Quality Central Files 'Yalurally
Q Y Jlntrrrnll�
North Carolina Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 28301 Phone [phone] Customer service
Internet: www.newaterquality.org Fax [phone]
An Equal OpportunitylAff rmative Action Employer - 50% Recycled110 % Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Christopher L. Oliver & Sonny Oliver Realty (Lawrence H. Olivet)
Sonny Oliver Realty,
Robeson County
FOR THE
construction, operation and maintenance of awet detention pond in compliance with the provisions of
15A NCAC 2H .1000 (hereafter referred to as the "stornnvater rules') and the approved stormwater
management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 30, 2017, and shall be subject to
the following specified conditions and limitations:
1. 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 1.6 of this permit. The stormwater control has been designed to handle the
runoff from 30,492 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated in Section I.6 of this pennit,
and per approved plans.
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 areas 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:
Drainage Area, acres: 3.43
Onsite, ft2: 149,411
Offsite', ft2: NA

b. Total Impervious Surfaces, ft2:
30,492
C. Design Storm, inches:
1
d. Pond Depth, feet:
3
e. TSS removal efficiency:
85%
f. Permanent Pool Elevation, FMSL:
85.0
g. Permanent Pool Surface Area, ft2:
5,808
h. Permitted Storage Volume, ft3:
2,990
i. Temporary Storage Elevation, FMSL:
85.5
j. Controlling Orifice:
1110 pipe
k. Permitted Forebay Volume, ft3:
2,880
I. Receiving Streanr/River Basin:
Lumber River / Lumber
In. Stream Index Number:
14-(7)
n. Classification of Water Body:
"WS-IV,B;Sw,HQW"
I1. SCHEDULE OF COMPLIANCE
I . The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
3. The permittee shall, at all times, provide the operation and maintenance necessary to assure the
permitted stormwater system functions at optimum efficiency. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch
basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized
personnel ofDWQ. 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 most be noted on the Certification. A
modification may be required for those deviations.
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.
The pennittee 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 Erosion and
Sedimentation Control Plan approval or a LAMA 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 Pernniltee for
a minimum of ten years from the date of the completion of construction.
12. The Director may notify the pennittee 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 Water Quality, accompanied by a completed name/ownership change
form, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances, which may be imposed by other government agencies
(local, state, and federal) havingjurisdiction.
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.

The permittee grants DENR Staff permission to enter the property during normal business hours
for the purpose of inspecting all components of the permitted storniNvater management facility.
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.
9. The pennittee shall notify the Division of any name, ownership or mailing address changes
within 30 calendar days.
Permit issued this the first day of October 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Management Permit SNN'6070602

Sonny Oliver Realty.
Stormwater Management Permit SW6070602
Robeson County
Designer's Certification
Page I oft 1
1, , as a duly registered in the State of
North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of
the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project constriction such that the
construction was observed to be built within substantial compliance and intent of the approved plans and
specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations firom 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.
10. The inlets are located per the approved plans and do not cause short-circuiting of the
system.
11. The permitted amounts of' surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office

Project No. DWQ SW6070602
Project Name: Sonny Oliver Realty
DESIGN PARAMETERS:
ELEVATIONS
Bottom of Basin (ft)
Permanent Pool (ft)
Temporary Pool (ft)
AREAS
Permanent Pool SA (sq ft)
Drainage Area (ac)
Impervious Area (ac)
VOLUMES
Permanent Pool (cu ft)
Temporary Pool (cu ft)
Forebay (cu ft)
OTHER PARAMETERS
SA/DA
Orifice Diameter (in)
NOTES:
CALCULATION OF DESIGN REQUIREMENTS:
82 % Impervious: 20.4 %
85
85.5 Permanent Pool Depth: 3.0 ft. ok
5808
Temporary Pool Depth:
0.5 ft.
3.43
0.7
Required Surface Area:
1449 sq. ft. ok
14408
Required Temporary Pool:
2909 cu. ft. ok
2990
2880
Drawdown Rate:
0.01 cfs
0.97
1
Draw -Down Time:
2.6 days ok
Forebay: 19.9889 % ok
*This spreadsheet is designed to perform a quick preliminary check of design requirements and should not be considered
a complete evaluation of any project.
*All design parameters entered into this spreadsheet should be verified to be accurate based upon submitted plans and specs.
*This spreadsheet is designed to calculate the draw -down time using the average temporary pool depth and the orifice
equation to estimate the change in driving head over time.
*The correct, not the reported, SA/DA value should be entered into the SA/DA block above.
*For impervious areas that do not fall neatly into the categories provided in Table 1.1 of the BMP Manual, a linear interpolation
subroutine is provided below. The SA/DA value it computes must be physically entered in the SA/DA space above.

Linear Interpolation of SAIDA:
Target
Next Highest
Next Lowest
Impervious %
SAIDA (from Table 1.1)
Interpolated SAIDA= #DIV/0!

MEMORY TRANSMISSION REPORT
TIME 09-24-2007 22:47
TEL NUMBER
NAME
FILE NUMBER 446
DATE 09-24 22:45
TO 19107389378
DOCUMENT PAGES 002
START TIME 09-24 22:45
END TIME 09-24 22:47
SENT PAGES 002
STATUS ON
FILE NUMBER : 446 *** SUCCESSFUL TX NOTICE x**
SIC®EMIR
FAX TRANSMISSION
DENR
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE_ 910-433-3300
Fax [phone]
To:
Fax f6�Pa9as (Includbi9 covo.J: Z-
From:�� / /� L✓�i
Subject: S- vI ,,, dl ,���/- � �//' � `� /�-� �.!" /� r �G7S dYI -;;— G
COMMENTS:
�it/i S�(i1'iS �(CP�'C�Y l �'„"'`l]dY✓�'�.�� /i�i-`���5�
p.,ne
— ✓PNfS-e- P s-=- Zo-�'Y .�-f' ..wt,r. c��p/.ci+�i2,>.-Fe+.r.-.._ �.� 7� --"2
/r]C•�PL� � il--�,,c��.; m-�s 7�a �7�10 cr /e. rs crs

AAwmmmw��
NCDENR
FAX TRANSMISSION
DENR
FAYETTEVILLE REGIONAL OFFICE
FAYETTEVILLE, NORTH CAROLINA 28301-5043
VOICE: 910-433-3300
Fax: [phone]
To: vv ��/S
Fax#: j/O-73,"-�'373
From://,"/Q
Date:
Pages (including cover): Z
Subject: Sminy D���✓ 44/�/! )f, 1Vt(?,/Vtr/4n c71ey /wt
COMMENTS:
- G' ,iQ.KG�Q.. � �Q N+Q7G' d7- Ci✓� i iCP. � OY\2-Vi
// g 4t4l
�M� �a� Z yiau5 7b o% , �eu as
A�P (dU iak

JOHNNY W. NOBLES & ASSOCIATES
.IOHNNY W. NOBLES
PROFESSIONAL LAND SURVEYOR
416 CHESTNUT STREET
POST OFFICE BOX 407
LUMBERTON,NC 28358
September 14, 2007
To: Michael Lawyer
Environmental Specialist
Division of Water Quality
225 Green Street Suite 714
Fayetteville, NC 28301
Ref: Stormwater Project No. SW6070602
Sonny Oliver Realty
Robeson County
TEL NO. 910-738-6875
FAX NO. 910-738-8652
EMAIL: nnhImswiatrs1 nc.rr.com
�a �lo�l�
73$-937tAx
DENR-FRO
$tt1 17 2007
DWQ
Please find enclosed two (2) copies each of plans and calculations for a stormwater control
device. Also enclosed is the original and one (1) copy of Sheet 2 of the application. A copy of the
proposed deed restrictions will be forwarded when it is finalized with the owner.
Sincerely,
Jo nny W. Nobles

tt_
�� f 1n P:,. , .. i.
4 v.��_ "�•J�1AF:'�n���' ., �
r;.. i
�1 t
t
'r �1
. j
��; �{
r'Mh: J �;tr�l
'"_:i� 0 0....�b l�..fi
! .:.,, j

Permit No.
(to be provided b; DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Sonny Oliver Realty
Contact Pelson: Christopher L. Oliver Phone Number: (91 0) 738-1 401
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
82.0
ft. (floor of the basin)
Permanent Pool Elevation
85.0
It. (elevation of the orifice)
Temporary Pool Elevation
85 - 5
ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
5808
sq. ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
3.43
0.70
2bbu
ac. (on -site and off -site drainage to the basin)
ac. (on -site and off -,rite drainage to the basin)
cu. ft. (combined volume of main basin and forebay)
CU. ft. (vohune detained above the permanent pool)
cu. ft. (approximately 20% of total volume)
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -clown required)
Design TSS Removal 2 85 % (minunum 85% required)
Fornt SWU-102 Rev 3.99 Paee I of 4
�T"Q- Areoloe✓Ati✓t1
/Lctr ve-W q/aYlo 7 s �w�

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

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
'rhe 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 o _ 7 S feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads n - 75 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(Jill in the blanks)
Permanent Pool Elevation _3
Sediment Re oval El. 0 75 75 b
---------------+-- Sediment Removal Elevation 0.75 75%
Bottom Ele ation _� %-----------------------------------------
Bottom Elevation 0. 75 12-5% �
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible patty.
Print name: 0 / (2 ( S TO P i-J E f'- t— , G C ✓ f= t_-1
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,A a Notary Public for the State of
County of do hereby certify at
Tc-
personally appeared before me this /-Y/Y day of ZOtJ , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official sea).
°-ca -
9't pU BL�G ja
a+waa��'`
SEAL
My commission expires le - d ?- 6
Form SW U-102 Rev 3.99 Page 4 of 4

2. if this application is being subulitted as tile, result of a renewal or modification to an existing permit. list the
existing permit number NA and its issue date (if known)
3. Specify the type of project (check one):
Low Density _XHigh Density _Redevelop _General Permit Other
4. Adclition aI Project Requirements (clieck applicable blanks):
_CAMA Major XSeclimentatiori/Erosion Control 404/401 Pennit NPDES Stormwatei
Information on requited state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below. summarize how stonnwater will be treated. Also attach a cletailed narrative
(one to two pages) describing sto inwater management for the project .
Storm water will be collected in ditch and retention pond and
transmitted into existing drainage ditch on the south side of
2. Stormwater rmloff from tliis project drains to the
3. Total Project Area: 3,43 acres
Lumber River
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area:?? z%. 7 %
6. Complete the following information for each drainage area. If there are more dean two drainage areas in the,
project. attach an additional sheet with the information for each area provided in the same foranat as below.
Basin Information
Drainage Area 1
DrainageArea 2
Receiving Steam Name
Lumber River
Receiving Stinin Class
WS—IV, B; SW, HQW
Drainage Area
3.43 Acres
Existing hnpeivious' Area
0
Proposed hnpeivious'Area
30 492 s ft.
Impervious" Area (total)
2 0 . 4 %
lmpeivious' Surface Area
:Diahiage Area 1
Dtamage Area 2'
On -site Buildings & Drives
proposed 2400 sq. f t.
Oil -site Streets
0
On -site. Parking,
28,092 s. f t.
On -site. Sidewalks
0
Other on -site
0
Off -site.
0
Total: 30,492 s. f t.
I Total:
hnpervious area is delhled as the built upon area including. but not limited fo. buildings. roads. packing areas.
sidewalks. gravel areas, etc.
Form SWU-101 Version 3.99 Pane' ol'4

WET DETENTION BASIN
SONNY OLIVER REALTY
CALCULATIONS
1. Find Surface Area of Permanent Pool
Total Area
= 3.43 ac.
Impervious Area
= 0.7 ac.
% Impervious
= 20.4 %
Permanent Pool Depth
= 3 ft.,
SA/DA
= 0.99
SA
= (0.99/100) x 3.43 ac.
= 0.034 ac.
= 1480 s.f.
2. Find the Volume to be Controlled from 1" Storm
Rv = 0.05 + 0.009 (I)
= 0.05 + 0.009 (20.4)
= 0.23 in./in.
Volume = (Design Rainfall) (Rv) (Drainage Area)
= 1 inch x 0.23 in./in. x 1/12 (feet/inch) x 3.43 ac.
= 0.066 ac./ft.
= 2,864 ft.3
3. Determine Peak Runoff
A
= 3.43 ac.
C
= 0.7 ac. @ 0.95 = 0,665
= 2.73 ac. @ .30 = 0.819
1.484
C
= 0.43
Use C
= 0.5
Tc
= 5 min.
1
= 8.94 in./hr.
Q
= 15.3 CFS
4. Size Outlet
D = Q./9.42 H' 5
Q = 15.3 CFS
H = 0.5 ft.
= 4.6 ft.
= 55 in.
Use 60" Riser
5. Size Drawdown Orifice
Vol. = 2,864 ft.3
Use 2 - 0.5" Dia. Holes �-
Q = 0.026 DZ V n
h = 0.5 ft.
Q/Hole = 0.0046
Q = 0.00919 CFS
Drawdown Time = 86.5 Hours
OK
September 10, 2007
n:,lbZ7
`�71
�Gin;ccZ-
pENR-FRO
DNNQ

1. Find Surface Area of Permanent Pool
Total Area
= 3.43 ac.
Impervious Area
= 0.7 ac.
% Impervious
= 20.4 %
Permanent Pool Depth
= 3 ft.,
SA/DA
= 0.99
SA
= (0.99/100) x 3.43 ac.
= 0.034 ac.
= 1480 s.f.
2. Find the Volume to be Controlled from 1" Storm
Rv = 0.05 + 0.009 (1)
= 0.05 + 0.009 (20.4)
= 0.23 in./in.
Volume = (Design Rainfall) (Rv) (Drainage Area)
= 1 inch x 0.23 in./in6. x 1/12 (feet/inch) x 3.43 ac.
= 0.066 ac./ft. f
= 2,864 ft.3
3. Determine Peak Runoff
A
= 3.43 ac.
C
= 0.7 ac. @ 0.95 = 0.665
= 2.73ac. @.30= 0.819
1.484
C
= 0.43
Use C
= 0.5
Tc
= 5 min.
1
= 8.94 in./hr.
Q
= 15.3 CFS
4. Size Outlet
D = Q./9.42 H1.5 /.
Q = 15.3 CFS 0.665
H = 0.5 ft. 0. r9
4.6 ft.
55 in.
Use 60" Riser
5. Size Drawdown Orifice
Vol.
Use 2 - 0.5" Dia. Hales
Q
h
Q/Ho Le,
Q
Drawdown Time
• OK
September 10, 2007
= 2,864 ft.'
= 0.026 DZ \1 h
0.5 ft.
0.0046
= 0.00919 CFS
= 86.5 Hours

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department or tin vironorient and Naluml Resources
Coleen If Sullins, Director
Division of Water Quality
August 20, 2007
Sonny Oliver Realty
Attn: Christopher L. Oliver
181 1 East Fifth Street
Lumberton, NC 28358
SUBJECT: Extension Request for Additional Information
Stormwater Project No. SW6070602
Sonny Oliver Realty
Robeson County
Dear Mr. Oliver:
On August 20, 2007, our office received your letter requesting a 30-day extension for the
additional information regarding the Stormwater Management Permit application for the subject project.
Your request is hereby approved with a due date of September 19, 2007. Please be advised that if the
appropriate additional information is not received by this date, your application package will be
returned. If your project is to proceed, you will then be required to submit a new application package
including the appropriate application fee, which will increase beginning September 1, 2007 to $505.
Please be reminded that the construction of any built -upon surfaces associated with this project,
other than an appropriate construction entrance under an approved Erosion and Sedimentation Control
Plan, prior to the issuance of a Stormwater Management Permit will be considered a violation of NCGS
143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Sincerely,
.1�L1-1c
i4hael Lawyer
Environmental Specialist
o,
NorthCtuolina
Naturnllp
North Carolina Division or Water Quality 225 Green Streel-Suite 714 Fayetteville, NC 28101 Phone [phone] Customer Service
Internet Fax [phone]
An Equal OpporlunitylAttirmative Action Employer- 50% Recycled110 % Post Consumer Paper

August 16, 2007
Michael Lawyer
Environmental specialist
North Carolina Division of Water Quality
225 Green Street -Suite 714
Fayetteville, NC 28301
Subject: Stormwater Project No. SW 6070602
Sonny Oliver Realty
Robeson County
Dear Mr. Lawyer:
DFNIR-FRO
� 2007
M�v
L� v
The purpose of this letter is to request a 30 day extension for the above referenced project
to reply to the comments dated June 20, 2007. The response will be submitted by
September 14, 2007.
Thank you, for your assistance.
Since ely,
Christopher L. Ol1 e4 r

Ir
Postage $
V'
Certified Fee
Ir Postmark
Retum Receipt Fee
Here
In (Endorsement Regmretl)
p
p Restricted Delivery Fee
p (Endorsement Requ'•^'e
O3 Total Postage I Sonny Oliver Realty
IS) SentTo Aun: Christopher L. Oliver
181 1 East Fifth Street
a Sneer: Apc No.:
p °tF'OBoxN° _ Lumberton, NC 28358
p City, S(aie, ZIP«

1
h:hael F. Easley, Governor
t
William G. Ross Jr., Secretary
North Carolina Department of Environment aid Natural Resources
Coleen n. Sullins, Director
Division of Water Quality
June 20, 2007
CERTIFIED MAIL: 7001 2510 0006 9498 8589
RETURN RECEIPT REQUESTED
Sonny Oliver Realty
Attn: Christopher L. Oliver
1811 East Fifth Street
Lumberton, NC 28358
SUBJECT: Request for Additional Information
Storn7Wat.er Project No. SW6070602
Sonny Oliver Realty
Robeson County
Dear Mr. Oliver:
The Fayetteville Regional Office of the Division of Water Quality received a Stormwater
Management Permit Application for the Sonny Oliver Realty project on June 14, 2007. A preliminary
review of the information provided has determined that the application is not complete. The proposed
impervious surface calculations shown on the application, which should read 20.4% instead of 0.20%,
indicate more than 12% total impervious area. Based on this information, this project would be
considered as High Density and would require engineered stormwater control devices capable of treating
the runoff from the first inch of rainfall and achieving 85% TSS removal. Such treatment devices must
be located at all drainage areas. The following information is needed to continue the application review
process:
l . Please revise Page 2 of 4 of the application to reflect the proper type of project (High
Density vs. Low Density), the amount of project. built -upon area percentage and the
corrected % impervious area (total) in the Drainage Area table.
2. Please provide an appropriately designed engineered stormwater control device capable
of achieving 85% TSS removal for all drainage areas. Design requirements and
guidelines can.be found in the Division's Stormwater BMP Manual found on our website
at: http://www.ncwaterquality.org/su/Maiivals_Factshects.litm.
3.. Please report all built -upon areas in square feet on the application.
4. Please provide a copy of the proposed deed restrictions to include all required conditions
and limitations.
Please provide an original and one copy of all revised application pages, applicable
Supplement form and any revised plans and specifications.
Please note that this request for additional information is in response to a preliminary review.
This office should receive the requested information within 30 calendar days from receipt of this letter
or the application will be returned as incomplete. The return of an application package will necessitate
resubnuttal of all required items, including the application fee_
NorthCarohna
,Vatura!/y
North Carolina Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 28301 Phone [phone] Customer Service
Internet: v.'ww.newaternualay.ore Fax [phone]
An Equal OpporlunitylAffirmative Action Employer-50% Recycled/101/. Post Consumer Paper

If you new add1; oral time to submit the informal r�pleye mail or fax your request for a time
extension to the Division at the address and fax number located o❑ the letterhead. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days fromn the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Erosion & Sedimentation Control Plan, is a violation ofNCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any
questions concerning this matter please feel fire to contact me at [phone].
cc: Johnny W. Nobles -Johnny W. Nobles & Associates
PO Box 407
Lumberton, NC 28359
PRO -Surface Water Protection
IN Complete items 1, 2, and 3. Also complete
item 4 If Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
• Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
Sonny Oliver Realty
Attn: Christopher L. Oliver
181 1 East Fifth Street
Lumberton, NC 28359
Sincerely,
Michael Lawyer
Environmental Specialist.
A..Signature
❑ Agent
B. Received by(
D. Is delivery address different from Item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Certlfled Mail ❑ Express Mall
❑ Registered ❑ Return Receipt for Memhandlse
❑ Insured Mall ❑ C.O.D.
4. Restricted Delivery? (Extra Feel 0 Ye9
2. Article Number
(Transfer from servme/ebep 7001; 2510 j 0006 9498 8589
PS Form 3811, February 2004 Domestic Return Receipt 1025e5.02-M-1540

2. If this application is being submitted as the result of a renewal or modification to an existing Permit, Iis[ the
existing permit number NA and its issue date (if known)
3 pecify th-e•t. roles[ (check -one)—
` x Low Density —High Density _Redevelop General Permit Other
4, Additional Project Requirements (check applicable blanks):
_CAMA Major x Sedimentation/Erosion Control _404/401 Permit NPDES Stormwaier
Information on required tate permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
Ill. PROJECT INFORMATION
1. In the space provided belolw` summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Storm water will be collected in ditch and retention pond and
transmitted into existing_ -drainage ditch on the south side of
_parcel
2. Stormwater runoff from this plroject drains [o the _I�u tr—tber River River basin.
3. Total Project Area: 3 . 43 I acres 4, Project Built Upon Area:-0 0jo
5. How many drainage areas doe the project have? 1
6. Complete the following inform tion for each drainage area. If there are more [ban two drainage areas in the
project, attach an additional sheet with the information For each area provided in [he same format as below.
BalmIafdrmaC on"11-1.1
_
W
Dra age Area 1
DrainageA ea 2
Receiving Stream Name
Lulmber River
Receiving Scream Class
WSI IVrB; SWrHQW
Drainage Area
3.43 Acres
Existing Impervious` Area
0
Proposed Impervious'Area
0.7 Acre
% Impervious' Area (total)
0.26 % ��� T.c�
Impervious rSuiface'q ea "? Drainage Area 1
On -site Buildings&Drives
r o 2406 Sq f
On -site Streets 0
On site Parking 2 r 092 Sq�
On -site Sidewalks 0 —
Other on -site n
rotal:
Impervious area is defined as the built upon area including, but not limited to, buildings. roads. parking areas.
sidewalks, gravel areas, etc.
Fonn SV✓U-101 version 3.99 Page ? of 4

7. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than 28092 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel. concrete, brick. stone. slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-;02
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
Phone:
VIII. APPLICANT'S CERTIFICATION
State:
Fax: (
1, (print or type name of person ed in General Information. item 2) C I i S (O yr r
certify that the info an Id on this permit application form is, to the best of my knowledge, correct and
that the project I b onsV -ct d' rmance with the approved plans, that the required deed restrictions
and protectiv cov ants 11 r r d, and that the proposed project complies with the requirements of ISA
NCAC 2H 00. ,
Signatu
Date:
Form SWU-101 Version 3.99 Page 4 of 4

e �� ,�., �„ .... ':.t .' y . - OFFICE USE ONLY,: ... _ _
Date Received
Fee Paid
Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIONTMRMtB�
This form may he photocopied for use as an original � 3V% 14 IM,
I. GENERAL INFORMATION oNNO
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Sonny Oliver Realty (Lawrence H. Oliver)
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Christopher L. Oliver, Partner
3. Mailing Address for person listed in itern 2 above:
1811 East Fifth Street
Lumberton Srare NC 7; 28358
Telephone Number: ( 910 )738-1401
4. 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
5. Location of Project (street address):
NC Highway 711 and Deep Branch Road
City: Lumberton
Robeson
6. Directions to project (from nearest major intersection):
Site is at the southeast intersection of NC Hwy. 711 and
SR 1339, Deep Branch Road
7. Latitude: 34°37'36.228" Longitude: 79°04'50.077" of project
8. Contact person who can answer questions about the project:
Name:Christcpher L. Oliver Telephone Number: (910 ) 738-1401
it. PERMIT INFORMATION:
1. Specify whether project is (check one): x New Renewal Modification
Form SWU-101 Version 3.99
Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number NA and its issue date (if known)
3. Specify the type of project (check one):
X Low Density _High Density Redevelop Ceneral Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control _404/101 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1, In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Storm water will be collected in ditch and retention pond and
transmitted into existing drainage ditch on the,south side of
2. Stormwater runoff from this project drains to the Lumber River River basin.
3. Total Project Area: 3.43 acres 4. Project Built Upon Area: 0 %
5. How many drainage areas does the project have?_- 1 __
6, Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below,
Bas n=I formatton;,j"fD
�t ?,Drain age Area l
- [Drainage; area-2
Receiving Stream Name
Lumber River
Receiving Stream Class
WS—IV , B ; SW r HQW
Drainage Area
3.43 Acres
Existing Impervious* Area
0
Proposed Impervious'Area
0.7 Acre
%Impervious' Area (total)
0.20
Imp2rousuae_e.�_ ea
t"Dna Ae ea
On-site Buildings&Drives
ro osed.2406 Sq, ft
�.
On -site Streets
0 -
On -site Parking
, 0 — Sq to
On -site Sidewalks
0
Other on -site
0
Off -site
Tot al: 0.7 Acre
Total:
- -- — „�„� ups„ a, cd uicwamg. out not limited to. buildings. roads, parking areas,
sidewalks, graa vel areas, etc.
Fonn SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No mare than 28092 square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt. gravel, concrete, brick. stone. slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Original and one copy of the Stormwater Management Permit Application Form
One copy of the applicable Supplement Form(s) for each BMP
Permit application processing fee of $420 (payable to NCDENR)
Detailed narrative description of stormwater treatment/management
Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
Mailing Address:
City: State:
Phone:.( ) _ Fax: (
VIII. APPLICANT'S CERTIFICATION 1, (print or type name of person ' din General Information, item 2) CL-Wvr L
certify that the info tr included on this permit application form is, to the best of my knowledge, correct and
that the project I b onstr d rmance with the approved plans, that the required deed restrictions
and protectiv cov ants 11 r d, and that the proposed project complies with the requirements of 15A
NCAC2H
Date: v
Form SWU-101 Version 3.99 Page 4 of 4

PAY
TO THE
ORDER
State of North Carolina
Department of Environment and Natural Resources p�
Division of Water Quality �le�g`�
STORMWATER MANAGEMENT. PERMIT APPLICATION FORM1V% 1 4 I4Z'
This form may he photocopied for use as an original
® 43R
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Sonny Oliver Realty (Lawrence H. Oliver)
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Christopher L. Oliver, Partner
3. Mailing Address for person listed in item 2 above:
1811 East Fifth Street
City: Lumberton State: NC Zip: 28358
Telephone Number: ( 910 ) 738-1 401
4. 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
5. Location of Project (street address):
NC Highway 711 and Deep Branch Road
City: Lumberton County: Robeson
6. Directions to project (from nearest major intersection):
Site is at the sottheast intersection of NC Hwy. 711 and
SR 1339, Deep Branch Road
OLIVER OIL, INC.
PH. [phone]
9020 NC HWY. 72 EAST
LUMBERTON, NC 28358
40
7405
66-456-531
0-7
$ °-/ z o
_DOLLARS 8 .e
WMBERTON, NORTH CAROUNA 38356
III 0000740So 1:053104SC311 000053811,1,

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailplece,
or on the front if space permits.
1. Article Addressed to:
Lawrence 1-I. Oliver
IS I bast Fifth Street
Lumberton, NC 28358
r: aig lure /- .
X ❑ Agent
Addressee
B. Rived eceby (Printed Noma) C. Date of Delivery
•/ 5/ -07
D. Is delivery address different from Item 19 ❑ Ye❑ Ya;
If YES, enter delivery address below: ❑ No
3. Service Type
❑ Certified Mall ❑ Express Mall
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mall ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number `— _
(I'ranster 6om sere/ce label) I 7001 2 510 0006 9 4 9 8 8 7 2 5
I PS Form 3811, February 2004 Domestic Return Receipt f'
102595-02-M-1540 1
U1
rD7tt
fir,}. I�}+e 1rII (p1 q- //(]�� IIt� I1II II1I �`y ((�
�Y Y II C i I/'11 L U S I-
t
CO
7tage E
0--fled Fee
Postmark
-0eipt Fee Here
equired)
CO ery Fee
quired)
�O Tatal Postage
[Sent ToLawrence 1-I. Oliverr'. 181 1 East Fifth Street
eeto PO Box No. Lumberton NC 28358
ty Sete, Z(Pi e

, All
•' Miy'tael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 9, 2007
CERTIFIED MAIL: 7001 2510 0006 9498 8725
RETURN RECEIPT REQUESTED
Lawrence H. Oliver
1811 East Fifth Street
Lumberton, NC 28358
SUBJECT: Stormwater Management Permit Application
Sonny Oliver Realty
Robeson County
Dear Mr. Oliver:
Enclosed is a copy of the letter sent to you from this office by Certified Mail on November 14,
2006. 1n that letter, it was explained that the subject project meets the requirements for obtaining a
Stormwater Management Permit prior to the construction of built -upon areas (buildings, pavement,
gravel roads and parking areas, etc.)_ As of the date of this letter, our office has not received an
application for the permit.
Be advised that construction of any built -upon areas prior to issuance of the permit will be
considered a violation of Title 15A NCAC 0211 .1003 and could result in the assessment of civil
penalties of up to $25,000 per day, per violation. You should submit to this office your application
package, or a schedule of construction if the project has not begun, within 15 calendar days from
receipt of this letter. If you have any questions regarding this matter, please contact Mike Lawyer or
myself at (910) 43313300.
Sincerely,
z
Belinda S. Henson
Regional Supervisor
Surface Water Protection Section
BSH:ML/ml
Enclosure
cc: Johnny W. Nobles & Associates
Robeson County Planning Department
FRO -Surface Water Protection
FRO -Land Quality NonhCwolina
Water Quality Central Files Aahrra/!!l
North Carolina Division of Water Quality 225 Green Street-Srue 714 Fayetteville, NO 28301 Phone [phone] Customer Service
Internet: %M,w.ncwatergaalitv.ore Fm [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/l0% Post Consumer Paper

F warF
Michael lr. Briley, Governor
William G. Ross Jr., Secretary
y, (- North Carolina Department of Enviro mein and Natural Resources
�Y Alan W. Klimek, P.E. Director
Division or Water Quality
November 14, 2006
CERTIFIED MAIL: 7001 2510 0006 9498 9173
RETURN RECEIPT REQUESTED
Lawrence H. Oliver
1811 East Fifth Street
Lumberton, NC 28358
SUBJECT: REQUEST FOR APPLICATION
Sonny Oliver Realty
Robeson County
Dear Mr. Oliver:
Please find enclosed the completed stream classification request forrp for the Sonny Oliver
Realty project in Robeson County. Based on project location information provided on the USGS quad
sheet that was included with the classification request form, it has been determined that stormwater from
this project will drain to a section of the Lumber River described as "From Seaboard Coast Line
Railroad bridge near Pembroke to a point 0.5 mile upstream of Powell Branch" in the Lumber River
Basin. The classification of that stream segment is "WS-IV,B;Sw,1-IQW". Due to the classification of
that section of the Lumber River 'as High Quality Water and the distance from the project area to the
tributary/streambeing less than one mile, a Stormwater Management Permit is required for this
project prior to the construction of any built -upon areas. Please be reminded that the local
governing authority for compliance roust review development projects that. also drain to Water Supply
Watersheds.
To acquire the Stormwater Management Permit, please complete and submit to this office Form
SWU-1011 any and all applicable supplement forms and the appropriate fee of $420, which must be in
the form of a check made payable to the North Carolina Department of Environment and Natural
Resources (NCDENR). You can find Form SWU-101 and all applicable supplement forms on our
website at the following link: www.nc\vitel'qLiality.org/sti/Fonns_DoCLI]Ilents.htiTi#sswmp. Also
enclosed is a checklist of submittal requirements for your reference. If you have any questions
regarding this inauer, please contact me at 910-433-3329.
Since ely, ���
ichael Lawyer
Environmental Technician
Enclosures (2)
cc: Johnny W. Nobles & Associates
Robeson County Planning Department (w/o enclosures)
City of Lumberton Planning & Zoning (w/o enclosures)
FRO -Surface Water Protection
NonhCaroluta
,Nndirally
North Carolina Division of Water Quality 225 Green Street, Suite 714 Fayetteville, NC 28301-5043
Internet: wwwtnewrneranatitv.ore
Phone [phone] Customer Service
Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycledl10 % Post Consumer Paper

Michael F. Easley, Governor
William G. Ross Jr., Secretary
Noah Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 14, 2006
CERTIFIED MAIL: 7001 2510 0006 9498 9173
RETURN RECEIPT REQUESTED
Lawrence H. Oliver
1811 East Fifth Street
Lumberton, NC 28358
SUBJECT: REQUEST FOR APPLICATION
Sonny Oliver Realty
Robeson County
Dear Mr. Oliver:
Please find enclosed the completed stream classification request forg3 for the Sonny Oliver
Realty project in Robeson County. Based on project location information provided on the USGS quad
sheet that was included with the classification request form, it has been determined that stormwater from
this project will drain to a section of the Lumber River described as "From Seaboard Coast Line
Railroad bridge near Pembroke to a point 0.5 mile upstream of Powell Branch" in the Lumber River
Basin. The classification of that stream segment is "WS-IV,B;Sw,HQW". Due to the classification of
that section of the Lumber River as High Quality Water and the distance from the project area to the
tributary/stream being less than one mile, a Stormwater Management Permit is required for this
project prior to the construction of any built -upon areas. Please be reminded that the local
governing authority for compliance must review development projects that also drain to Water Supply
Watersheds.
To acquire the Stormwater Management Permit, please complete and submit to this office Form
SW U-101, any and all applicable supplement forms and the appropriate fee of $420, which must be in
the form of a check made payable to the North Carolina Department of Environment and Natural
Resources (NCDENR). You can find Form SWU-101 and all applicable supplement forms on our
website at the following link: www.ncwaterquality.org/su(Forms_Documents.htm#sswmp. Also
enclosed is a checklist of submittal requirements for your reference. If you have any questions
regarding this matter, please contact me at 910-433-3329.
Since ely, ���� �v
ichaeI Lawyer
Environmental Technician
Enclosures (2)
cc: Johnny W. Nobles & Associates
Robeson County Planning Department (w/o enclosures)
City of Lumberton Planning & Zoning (w/o enclosures)
FRO -Surface Water Protection
North Carolina Division of Water Quality 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 Phone [phone]
Internet: www.newaterqualitv.ore Fax [phone]
An Equal OpportunitylAffirmative Action Employer —50% Recycledll0% Post Consumer Paper
NorthCarolina
Naturally
Customer Service
1-877-623-6748

State of North Carolina 9ENR_F1KA-0
Department of Environment and Natural Resoure
Division of Water Quality
NOV 13 2M6
WATER QUALITY CLASSIFICATION REQUEST FORM ®• tl Q
This Conn may be photocopied for use as an original.
In order to determine whether a State Stonnwater Management Permit will be required for a project located
within a Iligh Quality Water (I IQW) or Outstanding Resource Water (ORW) zone, the classification of the
closest downslope surface waters (the surface waters that any sheet flow or overflow from the project
would flow toward) must be determined. It is required that the same authorized person that obtained the
Approved Erosion and Sedimentation Control Plan complete only Section I and 11 below. Division of
Water Quality staff will determine the receiving stream classification, complete Section III and return the
completed form to you.
1. PROJECT INFORMATION
I. Project Name: Sonny Oliver Realty County: Robeson
2. Authorized Contacl Person (print):
Lawrence H. Oliver
3. Mailing Address: 1811 East Fifth Street
4. City: Lumberton State: NC zip code: 2 83 58 Phone #: [phone]
5. Name of closest downslope surtace water: Lumber fRiver
6. Signature of Contact Person: 6or%21Ltn i I Date: 11 / 0 6 / 0 6
(To be signed by the same person or Authors .cd Agent —as on the Approved Erosion & Sedimentation Control Plan)
7. Is an Erosion & Sedimentation Control Plan required? Yes X No
H. REQUIRED ITEMS
An 85" x I I" copy of the appropriate portion o'a USGS quad sheet clearly showing the project's property
boundaries, receiving stream, major roads of State Road numbers and the nearest town or city.
III. CLASSIFICATION REQUEST(To be completed by Regional Office personnel)
I . Name of surface water: _116em k-11�i___kf
2. River Basin: 66(brt 491V1 Stream Index: % ' (7) I /
3. Classi fleatlon (as established by the Environmental Management Commission): WS�Q 7 .SW I r 1 {1
4. Proposed Classification, if applicable: I!
5. Approximate distance in feet from project site if classification is IIQW:
6. State Stonnwater Management Permit required'? Yes /I /
7. Signature of Regional Office personnel Date:

North Carolina Waterbodies Listed by County
Note: Waterbodics arc listed in more than one County if they cross county lines.
Report Date: I110&06
Records Found: 193
Search Parameters:
County: Robeson
Class:
SpDes:
Name:
Desc:
Index#:
Name of
Stream Description s.r Curr. Class Date Prop. Class Basin Stream Index N
Pv'� �,*r6�' t'� T" $ L. / ,,z �k a� �xx e�,-ge"",ri }'ur-m-r..tr •� a zt'9 �-'I`4� z�N� x � H "ai�Ap'i�%`'s3a mr,"ya,rcr a i"�`.xi
+-t � nk 7, �`:'s fiobesori.Counbba�� ��,;,,�'s�� �r;x .� i S��✓ �z �+��
Big Branch From source to Rockfish 8 09/01/74 Cape Fear 18-31-20.3
Creek
LUMBER RIVER From a point 2.0 miles WS-I11,8;Sw, 09/01/96 Lumber 14-(3)
upstream of U.S. Hwy. HQW
401 to a point 1.1
miles upstream Of N.C.
Hwy. 71
LUMBER RIVER
From Robeson County
B; Sw, HQW
09/01./96
Lumber
14-(4.5)
Water Supply Intake
(located 0.5 mile
upstream of N.C. Hwy.
71) to Seaboard Coast
Line Railroad bridge
near Pembroke
Gum Swamp
From source to Lumber
C
12/01/63
Lumber
14-5
River
Jordan Swamp
From source to Gum Swamp
C
12/01/63
Lumber
14-5-1
Little Juniper
From source to Gum Swamp
C
12/01/63
Lumber
14-5-2
Branch
Mill Branch
From source to Lumber
C
12/01/63
Lumber
14-6
River
LUNB� R RIVES: r�',
From43Eaboard ;Coast �W5 IVB Sw';z
09/O1/96
clime Railroad bridge: 4tHQW,
ypoinC S;�mil'e� up��e�u�
a0y
off Powel l;jBranch
Back Swamp
From source to Roberson
C;Sw
08/03/92
Lumber
14-8-(0.5)
County SR 1157
Double Branch
From source to Back
C;Sw
08/03/92
Lumber
14-8-1
Swamp
Cypress Branch
From source to Back
C;SW
08/03/92
Lumber
14-8-2
Swamp
Back Swamp
From Roberson County SR
WS-IV;Sw
06/03/92
Lumber
14-8-(2.5)
1157 to Lumber River
Turkey Branch
From source to Robeson
C;Sw
08/03/92
Lumber
14-8-3-(1)
County SR 1159
Turkey Branch
From Robeson County SR
WS-IV;Sw
08/03/92
Lumber.
14-8-3-(2)
1158 to Back Swamp
Page I of 9

• `l
m
M1
a
e"
D—
Postage 5
0"
Certified Fee
Return Receipt Fee
(Endorsement Required)
C3
C3
Restricted Delivery Fee
O
(Endorsement Required)
Postmark
Here
IR Total Postage & Faes $ 9-, el
IX) Sent ro
ru Ol ve Apt Nof-
No �e
,� Sfreef, .; d r
p or PO Box No. / 0 I l G..:...r 1-�A.. �............................
m bey -Von A16 83 S
73�-7YZ3 ��
/Ajd7/—S�o- //,��.
S�irG No tlr,ldil.� �"n""(
�P �r•tdF �j r y�g vi r/� J�w�sj
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
your name and
A. Signature
X O Agent
address on the reverse
��■Print
so that we can return the card to you.
❑ Addressee
■ Attach this card to the back Of the mailpiece,
B. Received by (Printed Name) C. Date of Delivery
or on the front if space permits.
1. Article Addressed to:
D. Is delivery address different from item 1? ❑ YQ,
1 „ w jf
(IqA
dress If YES, enter delivery ad( below: B*&O
r�(84/(/�/�{(Fas� St.
7LC a9358
3. Srvice Type
Certified Mail ❑ Express Mail
Registered ❑ Return Recelpt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes '
2. Article Number
(rmnsfer from service label) 7 0 01 2 510
0006 9498 9173 i
�i PS Form 3811, February2004 Domestic Return Receipt
102595-02-M-1540

TopoZone - USGS Northwest Lumberton (NC) Topo Map I. Page 1 of. - USGS Northwest Lumberton (NC) Topo Map Page 1 of 1
.tOj1OZ-One (D
/ 1 .+1.[� +l aC�
\. \.��
-
:.,
'A
�• 10
��y�.l�Olb. al.'s
11
•GS 99 A �.
5
\
�►
6
�
i
®
O• /
�
> w•- 4
•�
`� ••-�'�
\/ 45116
go—• �'
_ t-
� 15
�
� ;Substation
�r �`'
i '�� �
�•� l4.
i ',✓
�� � 1
i �
r•� /�o,
e a°4C
�.�
Ift�
_ ''�1'\'=r
•o— _ +�J 7
r•o`
i �
7 l
�
'` *,
P. �y
�
�+, 1 ��' �,
a \��
�. I:i
l . "' I7' "\.• L��`kkkmbertbn
/� Gdl Club.-
} @J\J yip
Jz'@
..r yi
~-
� a'"I
� � \_i
b�� .es:�
Q `
/
\ ��- SGM1�
Ilk
�,•'
...
-
�' �f�
_..-
D - - �.- �. -_
_���
♦ _
^�+yam
�•
c . .�.
��l
t
.e.. .�. ..[: -�.
rt-
-.sy'�V ,�,�J� .,.•�
-may
... + .� \
h� WatB g-s wr- — � >� - -:.u.McN
iI } 1,
- + -
+� � � �.
Jj• ,,,�•_1
+-s_
I \ s_ _'�_
—6+
�
�+ ems
s
4
%
•'" / of
- .� ... l
� �/\\\\)
� = (
t+ �,.- .c. -.�. � / qt•. t. ..•'
•r• �� �
-71
�
Jn•
a _' I
-n.i- _ _
..rryustrial astel Pantd-
�-
•roc �=_
�•J D �Ar31�
� +►
y _ .b% •• - •drL
0 0.3 0.6 0.9 1.2 1.5 km
0 0.1 0.2 0.3 0.4 0.5 mi
UTM 17 674085E 3833456N (NAD27)
USGS Northwest Lumberton (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
G 0 0.3 0.6 0.9 1.2 1.5 km
0 0.1 0.2 0.3 0.4 0.5 mi
UTM 17 677011E 3833456N (NAD27)
M=0 USGS Northwest Lumberton (NC) Quadrangle
G=1.08 Projection is UTM Zone 17 NAD83 Datum
G
M=0
G=1.098

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.C. Director
Division of Water Quality
October 31, 2006
CERTIFIED MAIL: 7001 2510 0006 9498 9203
RETURN RECEIPT REQUESTED
Lawrence H. Oliver
1811 East Fifth Street
Lumberton, NC 28358
SUBJECT: REQUEST FOR STREAM CLASSIFICATION
Sonny Oliver Realty
Robeson, County
Dear Mr. Oliver:
On October 30, 2006, the Fayetteville Regional Office of the Division of Water Quality received
a copy of the Letter of Approval dated October 27, 2006 for the Sonny Oliver Realty project located in
Robeson County. A review of the location of this project shows that it may be within a High Quality
Water zone. State regulation 15A NCAC 02H.1003 requires that any development activity that is
required to obtain either a CAMA major permit within the twenty coastal counties or an approved
Erosion and Sedimentation Control Plan in which the project is draining to Outstanding Resource
Waters or within one mile of and draining to High Quality Waters to apply for and obtain a Stormwater
Management Permit. In order to determine if a Stormwater Management Permit will be required for this
project, this office must verify the classification of and distance to the receiving waters. Please return
the enclosed classification request form with a color copy of that portion of the USGS quad sheet with
the project and the closest downslope named receiving waters clearly identified.
Upon classification of the receiving waters by this office, you will be sent either a Stormwater
Management Permit application via certified mail or a letter stating that a Stormwater Management
Permit is not required for this project. The local governing authority for compliance must review
projects that drain to Water Supply Watersheds.
Please be advised that construction of any built -upon areas prior to receipt of a Stormwater
Management Permit, if required, will be considered a violation of the North Carolina Administrative
Codes. If you have any questions concerning this matter, please call me at 910-433-3329.
Sill
Michael Lawyer
Environmental Technician
Enclosure
NonhQvolina
Naturally
North Carolina Division of Water Quality 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet: www.ncwateraualitv.ore Fax [phone]
An Equal OpportunitylAffirmalive Action Employer —50% Recycledll 0% Post Consumer Paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This form may be photocopied for use as an original.
In order to determine whether a Stale Stonmvater Management Permit will be required for a project located
within a High Quality Waler (IIQW) or Outstanding Resource Water (ORW) zone, the classification of the
closest downslope surface waters (the surface waters that any sheet flow or overflow from the project
would flow toward) must be determined. It is required that the same authorized person that obtained the
Approved Erosion and Sedimentation Control Plan complete only Section I and II below. Division of
Water Quality staff will determine the receiving stream classification, complete Section Ill and return the
completed form to you.
1. PROJECT INFORMATION
Project Name:
2. Authorized Contact Person (print):
3. Mailing Address:
4. City:
County:
State: zip code: Phone #:
5. Name of closest downslope surface water:
6. Signature of Contact Person: Dale:
(To be signed by the same person or Authorized Agent as on the Approved Erosion & Sedimentation Control Plan)
7. Is an Erosion & Sedimentation Control Plan required'? Yes_ No
IL REQUIRED ITEMS
An 8.5" x I I" copy of the appropriate portion of a USGS quad sheet clearly showing the project's properly
boundaries, receiving stream, major roads or State Road numbers and the nearest town or city.
III. CLASSIFICATION REQUEST (To be completed by Regional Onice personnel)
Name of surface water:
2. River Basin:
Stream Index:
3. Classi hcatlon (as established by the Environmental Management Commission):
4. Proposed Classification, if applicable:
5. Approximate distance in feel from project site if classification is IIQW:
6. State Stormwater Management Permit required? Yes_ No
7. Signature of Regional Office personnel Date:

North Carolina
James D. Simons, PG, PE
Director and State Geologist
Lawrence H. Oliver
1811 East Fifth Street
Lumberton, NC 28358-
A
NCDENR
Department of Environment and Natural
Division of Land Resources
Land Quality Section
October 27, 2006 '
LETTER OF APPROVAL
RE: Project Name: Sonny Oliver Realty Acres Approved: 3.43
Project ID: Robes-2007-006
County: Robeson Raft Swamp NC Hwy 711 & SR 1339
River Basin: Lumber Stream Classification: HQW
Submitted By: Johnny W. Nobles & Associates
Date Received by LQS: 10/16/2006
Plan Type: Revised
Dear Lawrence H. Oliver:
Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of
Approval must be posted at the job site. This plan approval shall expire three (3) years following
the date of approval, if no land -disturbing activity has been undertaken, as is required by Title
15A NCAC 413 .0129.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be
on file at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right
of periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute I I3A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
Fayetteville Regional Office
225 Green Street — Suite 714, Fayetteville, North Carolina 28301 • Phone: [phone] / FAX: [phone]

-vnl••q
Le er of Approv .
La-WrepsgB, DIVA.
October 27, 2006
Page 2 of 2
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations, and rules. In addition, local city or county ordinances
or rules may also apply to this land -disturbing activity. This approval does not supersede any
other permit or approval.
Please be aware that your project will be covered by the enclosed NPDES General
Stormwater Permit NCGO1000 (Construction Activities). You should first become familiar with
all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you provided. You are requested to file an amended
form if there is any change in the information included on the form. In addition, it would be
helpful if you notify this office of the proposed starting date for this project. Please notify us if
you plan to have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Jodi Pace, EI
Land Quality Section
Enclosures: Certificate of Approval
. NPDES Permit
cc: Johnny W. Nobles & Associates
Jeff Britt, Building Inspector
Belinda Henson, Division of Water Quality
Land Quality Section -Regional Office File
m
0
ru
n-
m
o-
Cr
Cr
0
0
0
OSTotal Postage A Fees $ �w
_.ivrence..... .....D.../.cs...........
O orPoBoxNo. r/.Yn �c

9�oF WA TfR
�11 ■1■ ►Ilr
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
>IV_W`&-i
October 30, 2006
Lawrence H. Oliver
1811 East Fifth Street
Lumberton, NC 28358
SUBJECT: NPDES General Stormwater Permit No. NCG010000
Project ID: Robes-2007-006
Sonny Oliver Realty
Robeson County
Dear Mr. Oliver:
Alan W. Klimek, P.E., Director
Division of Water Quality
Recently you were sent a letter from the Division of Land Resources (DLR) regarding approval
of your Sedimentation and Erosion Control Plan for the subject development project. Accompanying the
DLR letter was a National Pollutant Discharge Elimination System (NPDES) General Stormwater
Permit No. NCG010000. That permit authorizes you to discharge stormwater to the surface waters of
North Carolina. Those point source discharges are associated with activities such as clearing, grading,
and other land disturbing and construction activities.
The purpose of this letter is to draw your attention to and to stress the importance of that NPDES
General Stormwater Permit. The requirements contained in the stormwater permit coupled with the
requirements called for by the Division of Land Resources are vitally important to the protection of the
waters of the State. If you have not already done so, you are urged to immediately read and adhere to
the stormwater permit requirements contained there in. Of particular importance are Parts I and II of the
permit.
Parts I and II set forth.the minimum visual monitoring and reporting requirements for your
stormwater discharge. In particular, Part I, Section B describes the visual monitoring frequencies and
locations, the requirement to maintain a rain gauge onsite, and the need to maintain a written record of
all inspections. Upon commencement of your land disturbing activity, you must initiate the visual
monitoring and record keeping requirements as called for in the permit. The visual monitoring data
results, along with all other permit required records must be maintained on -site and made available to
Division of Water Quality representatives upon request and/or during upcoming inspections. The
remaining parts of the Permit set forth definitions, general conditions and special conditions applicable
to stormwater discharge(s). The conditions include special reporting requirements in the event of
noncompliance, bypasses, treatment unit/process failures, etc.
N''o.ririrhCarolina
yvatura0y
North Carolina Division of Water Quality 225.Green Street— Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet: w .ncwaterquality.org FAX [phone]
An Equal OppodunitylAKrmative Action Employer— 50% RecyclednO % Post Consumer Paper

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery Is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1.Article Addressed to:
yQxul Azt.. W. b t u�
18 /l`; �asf� �h S�ice�t
biu+xG , nc 013581
X SignaeZ /�a� " ////����
/ ` y/ O Agent
LLL ❑ Addre
B. Received by (Pdnted Name) I C. Date o%Del
D. Is dellvery address different from item 1?
If YES, enter delivery address below:
3. ervice Type
Certlfied Mail ❑ Express Mail
Registered ❑ Return Recelpt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7001 2510 0006 9498 9203
(Transfer from service labeq
,; PS Form 3811, February 2004 Domestic Return Receipt 1025es5-02-M-154o

Lawrence H..Oliver
Page 2
October 30, 2006
This letter is also meant to advise you that should you fail to comply with the terms and
conditions of the permit you could be subject to enforcement as called for in Section 143-215.6 of the
North Carolina General Statutes. A civil penalty (fine) of up to $25,000 per violation per day may be
assessed for such violations. We ask that if you find at any time that you are unable to comply with the
terms and conditions of the Permit, that you contact this Office immediately.
As mentioned previously, the purpose of this letter is to advise you of the importance of the
NPDES General Stormwater Permit and by this notification prevent unnecessary impacts to the waters
of the State. Again, if you have not already done so, please read the permit and contact Mr. Michael
Lawyer or Mr. Chad Turlington of this Office at [phone] if you have any questions or need
clarification.
Sincerely,
Belinda Henson
Regional Supervisor
Surface Water Protection Section
BH/bsm
Robeson County Stormwater Files
DWQ Central Files