SW6130301_HISTORICAL FILE_20171115

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

NC DEQ
Division of Energy, Mineral and Land Resources
225 Green Street, Suite 714
Fayetteville, NC 28301
Attn: Melissa Joyner
Dear Melissa Joyner,
John PFleger
Sr. EHS Specialist
Waste Industries LLC
3301 Benson Drive, Suite 601
Raleigh, NC 27609
919.877.7523 [Direct]
919.325.3018 [Fax]
iohn.oFleaerCdwasteindustries com
November 10, 2017
RECEIVE®
NOV 15 2017
DEO-FAYETTEVILLE REGIONAL OFFICE
I appreciate your help retrieving the designer's certification for our acquired property, Front
Street Lot 18, in Cumberland County, North Carolina. As we discussed it took several years for
the previous permit holder to repair pond to required specifications and receive required
signatures. I understand there is an updated form now available and request an exception in this
case. Please accept attached form for transfer. If there are any associated fees, please invoice
Waste Industries, send to my attention, and it will be paid as soon as possible.
Attached package includes:
• State Stormwater Permit Ownership Change Form
• Authorized signature list
• Copy of last inspection
• Copy of State Stormwater Management Permit
• Copy of Wet Detention Basin Operation and Maintenance Agreement
• Copy of Warranty Deed
If you require anything further to process transfer, bring it to my attention through contact
information above. I am also available at 919-201-3033 24 hours a day.
Thank you,
eohnger
Sr. EHS Specialist

Site
solutions
September 15, 2015 civil engineering I land surveying
NCDENR Land Quality Section
Attn: Bill Diuguid
512 N. Salisbury Street
Raleigh, NC 27604
STzD rimed
caM a<ata*a D
RE: Storm Water Plan Resubmittal, Front Street Lot 18, Hacaett County, North Carolina
MM
We are submitting a revision to the approved storm water design for Front Street Lot 18
(SW6130301). Enclosed are two copies of the revised plans and updated calculations. The pond was
constructed several years ago. The owner has sold the property and is trying to get the C&M
agreement for the pond transferred. NCDENR would not allow the transfer until the engineering
certification was complete.
We surveyed the pond and there is a significant difference in elevations between the approved
drawings and the as -built of the pond. We informed the owner that they could reconstruct the pond,
or we could redesign the pond to fit the as -built condition. We have revised the design to more
closely match the as -built condition of the pond. The owner will still have to do some grading work
along the shelf and sideslopes of the pond.
The pond was constructed with the permanent pool several feet above the SHWT. The owner was
warned about the possibility of installing a liner in the pond. However, NCSU storm water engineer
group completed a study almost a year ago on "leaky" wet ponds around Fayetteville. The leaky wet
ponds were found to be performing as good as and in some cases better than the standard for wet
ponds. The revised wet pond is designed in accordance with the NCDENR BMP manual with
exception to the location of the SHWT in comparison to the normal pool. Because the pond will have
a tendency not to maintain water at the normal pool depth, typical wet pond plantings will not work.
NCSU provided a revised planting list for these type of ponds. The planting detail was revised in
accordance with the new list.
I look forward to working with you on this project. If you have any questions or concerns, please feel
free to contact us.
Sincerely,
4D Site Solutions Inc.
.�:
L
�
V6v"' R RESnRJRScott Brown, PE R aEzMmil tf,
[e-mail]
Enclosure
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone]
On time, every time. I www.4Dsitesolutions.com

Front Street Lot 18
Drawdown Time
Temporary storage volume = 12838 cf
Orifice#ldiameter= 2 in
# 1
Area of orifice = 0.0218 sf
Orifice #2 diameter = 0 in
# 0
Area of orifice = 0.0000 sf
Orifice Coefficient (Cd) = 0.60
Orifice elevation= 116.30 ft
Water elevation= 117.28 ft
Driving head (H) = 0.33 ft
Discharge (Q) = 0.0600 cfs
Drawdown time = 213800 s
59.4 hr
2_5 days
Front Street Lot 18 pond #1 dawdown time.xls Printed 9/15/2015

Fount Street Lot 18
Wet Pond #1
Antiflotation Calculation
Input Data
Safety Factor:
1.25
Top Width of Riser (ft)
4.00
Top Length of Riser (ft)
3.00
Thickness of Riser (ft)
0.50
Thickness of Bottom of Riser (ft)
0.50
Top of Riser (ft)
118.30
Invert of Riser (ft)
114.30
Volume of Riser (cf)
30.00
Unit Weight Of Concrete (lb/cf)
150.00
Unit Weight of Water (lb/cf)
62.40
Block Height (ft)
0.00
Block Width (ft)l
4.00
Block Length (ft)l
3.00
Output
Fw (Uplift Force, lb)
2995.20
Fc (Weight of Concrete,lb)
4500.00
Design Volume (cf)
30.00
Design Safety Factor
1.50
Volume OK
Front Street Lot 18 pond antiflotation.xls 9/15/2015

8. 112R Status
The facility does not store compounds that require a written plan under Clean Air Act Section 112R,
Risk Management.
9. Non -Compliance History since 2010
None
10. Comments/Compliance Statement
ARGOS Ready Mix — Raeford Plant 6234 (formerly Raeford Plant 118) appeared to be in
compliance on 24 February 2017.
Pink Sheet
No Comments
/maj
T S'41 ��U o"44

a) I verified the FACFINDER information and a few changes are required. Ready Mix
Concrete — Raeford Plant 118 is now renamed as ARGOS Ready Mix Concrete — Raeford
Plant 6234. Ronnie Butner, the former Plant Manager, is replaced with Troy Wortham. His
email address is Twortham,a arttos-us.com. The email address for Duane Allen, Division
Manager is now [e-mail] and the email address for Franny Gerald,
Administrative Assistant is Feerald u`r_os-us.com.
b) I inspected the I/M logbooks and found them to be in good order. Mr. Wortham provided
information about the 2015, 2016 and 2017 throughputs as of this inspection. He stated that
there had been no equipment malfunctions which had resulted in excessive emissions and no
complaints had been received from area residents.
6. Compliance Assurance Visit Summary
Mr. Jernigan and Mr. ortham le me-ona tour of the facility. No new emission sources had
been installed. The facility was in operation-u ith tf c exception of Concrete Batch Plant 1. No
trucks were loaded withlconerete during the inspection\ fugitive dust emissions were noted in
regards to the entrance, Haul roads or stockpiles.
Applicable Air Quality Regulations
a) 15A NCAC 2D .0515 PARTICULATE CONTROL REQU REMENT — Particulate matter
emissions from the emission's sources shall not exceed allowab rates.
APPEARED IN COMPLIANCE - This facility was previou y permitted, and the most
recent permit review indicated compliance so long as the facility operates and maintains the
control devices, as designed and recommended by the manufact rer, on all point sources at
the facility. There have not been any modifications to the fact ity since the facility's last
permit review. All control devices appeared to be operated a maintained as required.
b) 15A NCAC 2D.0521 VISIBLE EMISSIONS CONTROL REQUIREMENT -Visible
emissions from the permitted sources shall -not be more than 20%.
APPEARED IN COMPLIANCE The facility maintains logbooks regarding inspections
and maintenance of_the-facility's bagfilter device, which they perform on a monthly basis.
An'intemal-in ps�on of the bagfilter device is performed annually by an•outside contractor,
Filter Kleen an ast ocumented to have been done on 09 December 2016. 'There were
no indications that the visible e issiQns limit had been exceeded. Mr. Wortham stated that
no complaints had been received about vi' ible,emissions.
c) 15A NCAC 2D .0535 NOTIFICATION REQUIREMENT - The facility is required to
notify DAQ if excess emissions occur for more than a 4-hour period caused by a breakdown
or other abnormal condition.
APPEARED IN COMPLIANCE - There were no indications of excessive emissions which
would require notification of DAQ.
d) 15A NCAC 2D .0540 FUGITIVE DUST CONTROL REQUIREMENT- Fugitive dust
emissions shall not contribute to substantive complaints or excessive dust emissions across
the property boundary.
APPEARED IN COMPLIANCE.- The facility has not received any direct complaints nor
has DAQ received complaints about fugitive dust beyond the property line. 1 saw no excess
fugitive dust emissions during the inspection.

DENR-FRO
4 6 APR 2 3 2013
NCDENR D Q
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P.E. John E. Skvarla, III
Governor Director Secretary
March 19, 2013
Mr. Billy D. Horne
PO Box 205
Fayetteville, NC 28302
Subject: Stormwater Permit No. SW6130301
Front Street Lot 18
High Density Commercial Wet Pond Project
Cumberland County
Dear Mr. Horne
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for the
subject project on March 4, 2013. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1OOO and Session
Law 2006-246. We are forwarding Permit No. SW613O3O1, dated March 19, 2013, for the construction,
operation and maintenance of the subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until March 19, 2021 and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that may be
required. Please pay special attention to the conditions listed in this permit regarding the Operation and
Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership,
transferring the permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the procedures for
transfer of the permit, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 15OB of the North Carolina General Statutes. Per NCGS 143-
215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit. You should
contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the
filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit
their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional
information concerning this matter, please contact Robert Patterson at [phone]; or
[e-mail].
Sincerely,
X-IIy,O-6�1
for Charles Wakild, P.E., Director
Wetlands and Slor nwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location, 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919-8O7':63OO\FAX : [phone]
Internet: w ,ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer
cc: iSW613O3O1 File
At Hill -AI Hill Properties, LLC
ec: Scott Brown, PE - 4D Site Solutions
Mike Lawyer - Fayetteville Regional Office
NorthCarolina
Naturally

State Stormwater Permit
Permit No.SW6130301
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
Billy D. Horne
Front Street Lot 18
5290 Front Street, Stedman, Cumberland County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 02H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until March 19, 2021, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 109,941 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
of this permit, 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 area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 6

State Stormwater Permit
Permit No.SW6130301 `
The following design criteria have been
must be maintained at design condition:
a. Drainage Area, arres:
Onsite, ft
Offsite, ft2:
b. Total Imperv' us Surfaces, ft2:
Onsite, ft :
Offsite, ft2:
c. Avg. Pond Depth, feet:
d. TSS removal efficiency:
e. Design Storm, inches:
f. Permanent Pool Elevation, FMS�:
g. Permitted Surface Area @PP ft
h. Permitted Storage Volume, ft�:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
provided in the wet detention pond and
3.29
124,582
18,730
109,312
91,211
18,730
4.0
90%
1.0
112.50
6,355
16,805 at temporary pool
114.50
1.5" 0 pipe
17,523
3,869
Sandy Creek / Cape Fear
18-68-12-6
"C; Sw"
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 of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
Page 2 of 6

State Stormwater Permit
Permit No.SW6130301
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
c.. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
Page 3 of 6

State Stormwater Permit
Permit No.SW6130301
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 19rh day of March, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
=�
fUl vnanoa vvanuu, i
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6130301
Front Street Lot 18
Stormwater Permit No. SW6130301
Cumberland County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No.SW6130301 '
Certification Requirements:
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.
Please submit this Designer's Certification to: Fayetteville Regional Office
Surface Water Protection
225 Green Street
Systel Building Suite 714
Fayetteville, NC 28301-5043
Cc: Cumberland County Building
Inspections
Page 6 of 6

WRITTEN CONSENT
OF THE SOLE MANAGER OF
WASTE INDUSTRIES, LLC
The undersigned, being the sole Manager of Waste Industries, LLC, a North Carolina
limited liability company (the "Comoanv"), does hereby adopt the following resolutions by
executing this written consent, effective for all purposes as of January 1, 2017.
RESOLVED, that the following persons be, and they hereby are, appointed to the offices
set forth opposite their names below, each to serve, subject to the provisions of the Operating
Agreement of the Company, until his or her successor is duly elected and qualified:
Ven Poole
Gregory G. Yorston
D. Stephen Grissom
Lisa D. Inman
Michael J. Durham
Michael T. Ingle
Thomas A. Winstead
E. Franklin Lorick
Benjamin Habets
David Pepper
Carol Dalton
Chief Executive Officer
Chief Operating Officer and President
Chief Financial Officer and Sr. Vice President
Sr. Vice President and Secretary
Vice President
Vice President
Vice President
Vice President
Vice President
Vice President
Assistant Secretary
RE
CENE
R10V 15 2017
DEQFAYETTEVILLE REGIONAL OFFICE
This action is taken and effective as of the date first set forth above.
MANAGER:
WASTE INDUSTRIES USA, INC.
By:
Name: Ven Poole
Title: Chief Executive Officer

.y
9375
0726
OK09375 P60726
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
REGISTER OF
DEEDS
FILED Feb 10, 2014
AT 01:5223
pm
BOOK
09375
START PAGE
0726
END PAGE
0730
INSTRUMENT #
03807
RECORDING
$26,00
EXCISE TAX
$1,780.00
TK
WARRANTY DEED
Prepared by: Joseph S. Bower
WHITE 6 ALLEN, P.A.
Property was not Grantor's primary residence
NO TITLE EXAMINATION WAS PERFORMED BY DRAFTING ATTO ,NEEY-S
NOR_�H CAROLINA � v
Tax Stamps: $1,780.00 NOV 10 2017
CUMBERLAND COUNTY
Parcel No.: 0495-13�!6rG06VILLEREGIONAL OFFICF
0495-37-9645
'PHIS DEED, made this 4th day of February, 2014, by Al.,
HILL PROPERTIES, LLC, whose address {his P.O. Box 9, Deep Run,
North Carolina 28525, Grantor; o WASTE INDUSTRIES, LLC, whose
address is 13C1 Benson Drive, Suite 601, Raleigh, North Carolina
i
2760a, Grantee;
W I T N E S S T H:
That Gra7.tor, for a valuable consideration paid by
Grantee, the receipt of which is herebv ack.no'wIedged, has sold,
and by these presents, does grant, bargai.n, sell and convey unto
Grantee, its successors and assigns, in fee simple, that parcel
of land lying and being in Cedar Creek Township, Cumberland
County, North Carolina, and more particularly described on
Exhibit A, attached hereto and incorporated herein by reference.

�9375s
g(09375 P60727'
0727
TO HAVE AND TO HOLD the aforesaid parcel of land and
a1.1 privileges and appurtenances thereto belonging to the
Grantee in fee si:.,oie.
Arad the Grantor covenants with the Grantee that
Grantor is seized of said premises in fee, has the right to
convey the same in fee simple, :hat title is marketable and free
and clear of all liens and encumbrances, and that Grantor will
warrant and defend the title against the claims of all persons
whomsoever, subject to Permitted Exceptions as set forth on
Exhibit B attached hereto and incorporated herein by reference.
The designation Grantor and Grantee as used herein
shall include said parties, their heirs, successors and assigns,
and shall include singular, plural, masculine, feminine or
neuter as required by context.
IN WITNESS WHEREOF, the Grantor has caused this
instrument to be signed in the manner prescribed by iaw, the day
and year firs above written.
AL HILL PROPERTIES, LLC
By; (SEAL)
Howard Allen Hill
Member/manager
PA

i'
9375
0728 BK09375 pB0728
NORTH CAROLINA
COUNTY
_ �,(l
I, t( �7` F a Notary Public of
said County and State certify thaf HOWARD ALLEN HILL, being
personally :known to me or identified by satisfactory evidence,
came .before me this day and acknowledged that he is
Member/Manager of AL HILL PROPERTIES, LLC, a North Carolina
limited liability company, and that by authority duly given, he
voluntarily executed the foregoing instrument, as the act of
such limited liability company.
Witness my
My commission expires
J55\phw\jar 02
0S5626-00046
hand and notarial seal, this day of
2014.
_•
EKHE&''.
�y
�OTAgs
A G
C,9 �/ 6 L\
(i �. P. SEAL)

9375
0729
gV,,oa31s +?Cio-129
Exhibit "A"
ATTACHMENT TO WARRANTY DEED by AL :TILL PRO?ERTIES, LLC, whose
address is P.O. Box 9, Deep Run, North Carolina 28525, Grantor;
to WASTE INDUSTRIES, LLC, whose address is 1301 Benson Drive,
Suite 601, Raleigh, North Carolina 27609, Grantee:
TRACT ONE:
BEING all of Lot No. 18 containing 5.20 acres, of Subdivision
for BILLY D. HORNE, according to a plat of same duly recorded in
Plat Boost 121, Page 166, Cumberland County, North Carolina.
Subject to a reservation of an easement 15 feet in width along
the western property line of said Lo- 18, which is described in
that certain deed recorded in Book 5258, Page 602, Cumberland
County Registry.
TRACT TWO:
All that lot or parcel of lard lying and being in Cedar Creek
Township, Cumberland County, North Carolina, and more
particularly described as follows:
BEING all of Lot No. 19 containing 4.66 acres, more or less, as
shown on that map entitled "Subdivision for Billy D. Horne",
dated November 21, 2007, prepared by Michael Tate, P.L.S., and
being duly recorded in Plat Book 121 at Page 166, in the office
of the Cumberland County Register of Deeds, said map is
incorporated herein by reference for a more accurate
description.
J S fi\phw\jar fit
0 E626-000.6
E

9375
0730 6K 0 9 3 7 5 P6 013O
EXHIBIT "B"
Permitted Exceptions
1. A pro rata share of the current year's ad valorem property
taxes.
2. Unviclated zoning regulations and restrictive covenants and
easement of. record which do not detract from the value of
the Property and do not adversely affect, impair or
interfere with the Intended Use of the Property and
otherwise acceptable to Buyer and previously approved by
Buyer prior to Closing.
3. Public utility easements of record, in customary form, to
serve the Property.
JSB\chw\jar 82
69552E-00346
5

North Carolina Department of Environmental Quality
Pat McCrory
Governor
October 14, 2015
Mr. Billy D. Horne, f�resid
owuo ticboPGre
P.O. Box 205
Fayetteville, North Carolina 28302
Subject: Stormwater Permit No. SW6130301 — Revision
Front Street Lot 18 Project
High Density Commercial Wet Detention Basin Project
Stedman, Cumberland County
Dear Mr. Horne:
Donald R. van der Vaart
Secretary
The Stormwater Permitting Unit received a complete revision package to the existing Stormwater
Management Permit for the Front Street Lot 18 project on September 21, 2015. Staff review of the
plans and specifications has determined that the project, as revised, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 21-1.1000 and Session Law 2006-246. We are
forwarding this revision approval letter dated October 14, 2015, to Permit No. SW6130301,
originally issued March 19, 2013, for the construction, operation and maintenance of the subject
project and the revised stormwater BMPs.
This permit expiration date shall not change and shall be effective from the original date of
issuance until March 19, 2021 and shall be subject to the conditions and limitations as specified
therein, and does not supersede any other agency permit that may be required. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance of the
BMP(s), recordation of deed restrictions, procedures for changes of ownership, transferring the
permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to follow the
procedures for transfer of the permit, or to renew the permit, will result in future compliance
problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes. Per NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh,
NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
1601 Mail Service Center, Raleigh, North Carolina 27699-1601
Phone: [phone] Internet: www.nodenr.gov
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

Mr. Billy D. Horne, Owner/Developer
SW6130301 Revision — Front Street Lot 18
October 14, 2015
After thirty days from the date of this letter, this project will be kept on file at the NCDENR Division
of Energy, Mineral and Land Resources, Land Quality Section, Fayetteville Regional Office. If you
have questions after that time, please contact Mike Lawyer, [e-mail], or Tim
LaBounty, tim.labounty cDncdenr.gov, of that office. Until that time, if you have any questions or
need additional information concerning this permit, please contact Bill Diuguid at [phone];
or [e-mail].
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., CPM
Director, Division of Energy,
Mineral and Land Resources
ec: Scott Brown, P.E., 4DSiteSolutions, Fayetteville
Tim LaBounty, NCDENR DEMLR, Land Quality Section, Fayetteville Regional Office,
Mike Lawyer, NCDENR DEMLR Land Quality Section, Fayetteville Regional Office
cc: Stormwater Permitting Unit Files — SW6130301
Attachments

�xirrE_Kint6f
� Application Completeness Review
ud RSV Este /13tatLo oo-r /v z•/s
❑ First Submittal ❑ Re -submittal Date Received: `f 21 S Date Reviewed: o / 'SBy Bill Diuguid G%
Development/Project Name: I%R o� STRE r�DT / e
Receivinq stream name Classification:
River Basin
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): 1(d& s Tf? /APW A)
Latitude and Longitude: Jurisdiction Jk7t*=,y►_�rr cov�iw
Project Address: C®t MOWX
Engineer name and firm: 0 2 s so La VaC
Phone: 9/o_*2.4-1,95P7 Email: 5 Row s'r s� c
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? Yes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ❑ High Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
❑ BUA
❑ Check for $505.00 included
❑ Original signature (not photocopy) on application
❑ Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
3 CODV of Drooertv deed showina ownershio or control
❑ for subdivided projects, a signed and notarized deed restriction statement
p� Sealed, signed & dated calculations
❑ Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater W d
e etention Basin
❑ Low e y
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
MAR 1 8 2016
a� Two sets of sealed, signed & dated layout & finish grading plans with appropriate details, /ZZ pz,o.1'11' G o f
;"Narrative Description of Stormwater management provided 1? r+h r l..-o c't--/ vN
❑ Soils report, geotech information provided
❑ Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
❑ Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
❑ Dimensions & slopes provided
❑ Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
❑ BMP operation and maintenance agreements provided
Application complete ' P Application Incomplete Returned: (Date)
ZGimS' =ur-O+r-Y»»A-T,vu r���KED -
Comments _ k `.('nrZ - "> nres�.. /Z9ViS io./ A-�RPX.VrA_ M�-
April 26, 2013 Revision, Bill Diuguid

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