SW6110707_HISTORICAL FILE_20120529

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

State Stormwater Permit
Permit No. SW6110707
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY p�
DE p�VR—FRO
STATE STORMWATER MANAGEMENT PERMIT MAY 2 9 202
HIGH DENSITY DEVELOPMENT D
WQ
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
Food Lion, LLC «- a
Food Lion — Tornado Re -Build, Expansion & Plant Renovations
2940 Arrowhead Rd., Dunn, Harnett County MAY 2 9
2012
FOR THE
construction, operation and maintenance of three (3) sand filters in compliance with"l—,'^i
the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter'referr`ed
to as the "stormwaterrules'l 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 August 18, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of
stormwater described in the application and other supporting data.
2. 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 62,079 square feet of
impervious area.
3. The tract will be limited to the amount of new built -upon area as indicated in
Section 1.7 of this permit, and per the application documents and as shown on
the 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 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. SW6110707
The following design criteria have been provided in the sand filters and must
be maintained at design condition:
DAl
DA2
DA3
a. Drainage Area, acres:
0.53
0.90
0.83
Onsite, ftZ:
23,271
39,319
36,146
Offsite, ftZ:
0
0
0
b. Total Impervious Surfaces, ftZ:
9,845
28,205
24,029
Onsite, ftZ:
9,845
28,205
24,029
Offsite, ftZ:
0
0
0
C. Design Storm, inches:
1.0
1.0
1.0
d. Sediment Chamber Bottom Elev., fmsl:
173.50
173.00
173.25
d. Top of Sand Elevation, fmsl:
172.50
172.00
172.25
e. Seasonal High Water Table, fmsl:
168.50
168.50
168.75
f. Sand Depth, feet:
1.5
1.5
1.5
h. Bottom of Sand Elevation, fmsl:
171.00
170.50
170.75
i. Sediment Chamber SA, ftZ:
200
585
531
i. Sand Chamber SA, ftZ:
200
585
531
j. Permitted Storage Volume, ft3:
750
1,755
1,593
k. Bypass / Storage Elevation, fmsl:
174.75
174.25
170.42
n. Drawdown Time, hours:
30
18
15
o. Underdrain Diameter, inches:
4.0
4.0
4.0
q. Receiving Stream/River Basin:
UT to Black
River / Cape
Fear
r. Stream Index Number:
18-68-12-1
S. Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
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 time 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:
0
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level
spreader, filter media, planting media, underdrains, catch basins and
piping.
g. Access to the cell and outlet structure must be available at all times.
Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work
and what actions were taken.
The permittee shall submit to the Division of Water Quality an annual
summary report of the maintenance and inspection records for each BMP.
The report shall summarize the inspection dates, results of the inspections,
Page 2 of 6

State Stormwater Permit
Permit No. SW6110707
and the maintenance work performed at each inspection.
6. The facilities shall be constructed as shown on the approved plans. This
permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
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.
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.
Access to the stormwater facilities shall be maintained via appropriate
recorded 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
was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. 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 date 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 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 signed by
Page 3 of 6

State Stormwater Permit
Permit No. SW6110707
both parties, to the Division of Water Quality, accompanied by the supporting
documentation as listed on page 2 of the form. The approval of this request
will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until
such time as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division 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.
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 stormwater management facility.
The permit issued shall continue in force and effect until revoked or
terminated. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
Unless specified elsewhere, permanent seeding requirements for the
stormwater control must follow the guidelines established in the North
Carolina Erosion and Sediment Control Planning and Design Manual.
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 in writing 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 19`h day of August, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original signed by Robert D. Patterson
forColeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4of6

State Stormwater Permit
Permit No. SW6110707
Food Lion -Tornado Re -Build, Expansion & Plant Renovations
Stormwater Permit No. SW6110707
Harnett County
Designer's Certification
I, 11 477Ht tq/ LINE , as a duly registered in the State of
North Carolina, having been authorized to observe (❑ periodically / weekly /
❑full time) the construction of the project,
rpOD L.pN T�Nf,,,o �E-?wic't� EYI�NniSiov
(Project Name)
for Fo-op e'0N (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:
F.c762�' C'pn/s'7;et/cj,6D i Lawc'R 7-i--.1,4 oi?16/1v,9,,e
Signature �&�C..C. /, 1J_,�
Registration Number.# ZT /NG, LI2
Date MAA-1 Z� ? o12
� LSSON
" 1-11 ` ft # E146948
BOesTNOM*16,2015
h' Ydsn100.1657019
Page 5 of 6

`:L','='

State Stormwater Permit
Permit No. SW6110707
Certification Requirements:
�1. The drainage area to the system contains approximately the permitted
acreage.
v2. 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. Under drains are located per the approved plans.
8. All slopes are grassed with permanent vegetation, per the vegetation
plan.
,/ 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 volume have been
provided.
f 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 sediment
/ chambers, sand chambers, under drains, and outlets.
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
M
Justin Harcum - Harnett County
Building Inspections
Page 6 of 6

Food Lion Dunn, INC - Entrance Expansion — Drainage Area q1
Total Area .534 acres — Impervious area = .226 acres
Stormwater— Sand Filter Calculations per NCDENR Stormwater BMP Manual Chapter 11
Step 1— Compute water quality volume
Rv = .05 + 42%(.9) = .43
WQV = Rv * Ad * 43560 * Rd * (1 ft/12 inch) = .43 (.534 ac)(43560 sq ft)(1") (1 ft/12") = 838.05 cu ft.
Ad = .534 Acres
WQV = 838.05 cu ft
WQV (adl) = .75 * WQV = .75 * (838.05 ft3 )=628.54 ft3
Step 2 - Determine the maximum and average head on the sand filter, the surface area of sand filter and
sedimentation chamber.
Hmax filter = WQV(adj) / (A, + Af)
Hag = Hma„ filter/2 = 1.5/2 = .75 ft
As 240* R * Ad = 240*.43 * .534 = 55.11 sq ft = minimum sedimentation basin
Af= (WQV) (df)/(k)(t) (ha+df)= 838.05 * (1.5 ft)/(3.5 ft/day)(1.66 day)(.75 ft + 1.5ft) =96.16 sq ft =
minimum sand filter area
Step 3 - Ensure that Water Quality Volume is contained:
(Af +As) (hmaw) > WQV adj
(Af +As)(1.5ft) > 628.54 ft3
If Af = 261 sq ft and As = 261 sq ft then (Af +As) = 522 sq ft
Use Af = 261 sq ft = A,
Verify (261ft2 + 261 ft2) (1.5ft) = 783 ft3 > 628 ft3
Step 4
Note: sand filter drains connect to existing storm drain pipes.

Food Lion Dunn, NC - cooler Expansion — Drainage Area #2
Total Area .903 acres— Impervious area = .647 acres
Stormwater — Sand Filter Calculations per NCDENR Stormwater BM Manual Chapter 11
Step 1— Compute water quality volume
Rv = .05 + 72%(.9) = .70
WQV = Rv * Ad * 43560 * Rd * (1 ft/12 inch) = .70 (.903 ac)(43560 sq ft)(1") (1 ft/12") = 2295 cu ft.
Ad = .903 Acres
WQV = 2295 cu ft
WQV (adj) = .75 * WQV = .75 * (2295 ft3 ) =1721 ft3
Step 2 - Determine the maximum and average head on the sand filter, the surface area of sand filter and
sedimentation chamber.
Hmax filter = WQV(adj) / (As + Af)
H avg = Hmax filter/2 = 1.5/2 = .75 ft
As= 240* Rv * Ad = 240*.70 * .903 = 151.70 sq ft = minimum sedimentation basin
Af= (WQV) (df)/(k)(t) (ha+df)= 2295 * (1.5 ft)/(3.5 ft/day)(1.66 day)(.75 ft + 1.5ft)=263.33 sq ft =
minimum sand filter area
Step 3 - Ensure that Water Quality Volume is contained:
(Af+As) (hmax) > WQV adj
(Af+As)(1.5ft) > 1721 ft3
If Af = 585 sq ft and As = 585 sq ft then (Af+As) = 1170 sq ft
Use Af = 609.77 sq ft = As
Verify (585ftz + 585 ft') (1.5ft) = 17551 ft3 > 1721 ft3
Step 4
Note: sand filter drains connect to existing storm drain pipes.

Food Lion Dunn, NC - Freezer Expansion — Drainage Area #3
Total Area .830 acres — Impervious area = .552 acres
Stormwater — Sand Filter Calculations per NCDENR Stormwater BMP Manual Chapter 11
Step 1— Compute water quality volume
Rv = .05 + 66%(.9) = .65
WQV = Rv * Ad * 43560 * Rd * (1 ft/12 inch) = .65 (.830 ac)(43560 sq ft)(1") (1 ft/12") = 1958 cu ft.
Ad = .830 Acres
WQV =1958cuft
WQV (adj) = .75 * WQV = .75 * (1958 ft3 ) =1469 ft3
Step 2 - Determine the maximum and average head on the sand filter, the surface area of sand filter and
sedimentation chamber.
Hmax filter = WQV(adj) / (As + Af)
H avg = Hmax filter/2 = 1.5/2 = .75 ft
As= 240* Rv * Ad = 240*.65 * .830 = 129.48 sq ft = minimum sedimentation basin
Af= (WQV) (df)/(k)(t) (ha+df)= 1958 cu ft * (1.5 ft)/(3.5 ft/day)(1.66 day)(.75 ft + 1.5ft)=224.67 sq ft =
minimum sand filter area
Step 3 - Ensure that Water Quality Volume is contained:
(Af+As) (hmax) > WQV adj
(Af+As)(1.5ft) > 1469 ft3
If Af = 531 sq ft and As = 531 sq ft then (Af+As) = 1062 sq ft
Use Af=531sgft=As
Verify (531ft2 + 531 ft') (1.5ft) = 1593 ft3 > 1469 ft3
Step 4
Note: sand filter drains connect to existing storm drain pipes.

SN/EG7D9r.7
P.O. Box 1330 Salisbury,
,FOOD LION
Robert D. Patterson, PE
Environmental Engineer
NCDENR, DWQ, Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617
Dear Mr. Patterson,
North Carolina 28145-1330 Telephone [phone]
RIMRWRI
AUG 1 5 2011
DENR • WATER QUALITY
WETIAMS AND SMRMWATER BRANCH
This letter authorizes Mr. Mark Davis, Regional Facilities Manager for Food Lion, LLC to sign any and all
permit requests for the restoration and/or expansion of the Food Lion Distribution Center in Dunn, NC.
If there are any questions my office can be contacted by e-mail at: ImdelorenzoCdfoodlion.com or by
telephone at: 704-633-8250 Ext. 4662
Si rely,
AouDeLor
Regional Director of Distribution
Food Lion, LLC
L-1

Joe E. Godwin Sr., P.E., P.LS.
August 4, 2011
Stellar Group, Inc.
2900 Hartley Road
Jacksonville, FL 32257
Enoch
ngineers,P A.
Consulting Engineers & Surveyors
1403 N.C. 50 South
Benson, NC 27504
RE: Certification to Seasonal High Water Table
For Food Lion Distribution Center, Project # 881-3931
To Whom It May Concern:
Phone:[phone]
[phone]
Fax: [phone]
Email: [e-mail]
This letter is to certify that the Seasonal High Water Table (SHWT) in the area of the storm water
design for the above referenced project is typically 4.5' — 6'.

me (91: nas Boring Locations
T 9ltl S/JI
Engineers,
AOO 91B q for
ngineers , P.A. A00 4W W 50 S.
Consulting En&g & He =� Food Lion Distribution Center
MM. 0-zs-n
Surveyors Aqm Dr. AM Dunn, North Carolina
o-

C; 1ioto7
Project Narrative — Food Lion —Tornado Re -Build, Expansion & Plant Renovations
The Food Lion Facility located at 2940 Arrowhead Road in Averasboro Township near Dunn, North
Carolina was recently damaged by a tornado. As part of the rebuilding of this facility a building
expansion is planned which will increase the Freezer by 23,875 square feet, the Cooler by 27,678 square
feet and the Entrance/Office by 2364 square feet. In order to treat the stormwater runoff from these
new expansions three sand filters (with forebays) will be constructed to receive the water, filter it and
release it to the existing underground stormwater system which discharges to an existing stormwater
detention pond on the site. The water which will be filtered is collected from roof drains and piped into
the forebays of the 3 sand filter.
This project will disturb 2.3 acres of land on the Food Lion site.

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IIIf<II IIII Iill II����I��I III IIIII III�II
Y007003609
COUNTY TAX ID# FOE NJAINAYr6N GIIE 1-STrE V DEEM
21(I-11B EB 27 12R:5 PM
-ISb BK.2346 PG:132-136 FEE:$23.00
1NSiR1MI t MIN
W. Snow, Attorney at Law, P.O. Box 397, Dunn, N.C. 28335
Parcel IDINo A2 15 ] U 80�
NORTH COl7t�'i'Yr HARNETT
THIS CORRV 0
between E C. EDGFRT N w7fe
28335, party of the first par, an,125l.HA
P.O Box 1330, Salisbury, N.C. 2
THAT WHEREAS, said party of thefi /�p
the party ofthe second part acertain deed tedd o
613-616 in the office of the Register of De of l
WHEREAS, by mutual mistake said deed
Grantee which was incorrectly shown as "Food
name of "Food Lion, Inc." which was the actual
CORRECTION DEED
red into this the 27 day of February, 2007 by and
T. EDGERTON of P O. Box 398, Dunn, N.C.
INC. (formerly named Food Lion, Inc) of
second part;
re executed to a predecessor in title of
1986 and recorded in Book 815, Page
and
in the corporate name of the
should have been the correct
at a ime said deed was executed
a
0

on November 12, 1986, that since that time Food Lion, Inc has changed its corporate
September 9, 1999 to "Delhaize America, Inc ", and
li ER FAS, it has been requested that the party of the first part correct said error and said
in consid no f
and by these set
real property lying
same real property
Registry and is idei
has agreed so to do through this Correction Deed instrument; and
name intended to be inserted in said formcr deed is the [tame
party of the first part, for the purpose of correcting said error and
Dollars ($10 00), to them in hand paid, have bargained and sold
sell, and convey unto said party of the second part that certain
Township, I larnett County, North Carolina which lathe
recorded in Book 815, Pages 613-616, Harnett County
tax records as Parcel ID No. 02 1515 0180
TO HAVE AND T hj9frNai Ian , ogether with all privileges and appurtenances
thcrcim[o belonging to the sin rrt sec d part end tts successors and assigns in fee simple
forever
And said party of the first part covenan at tt� are eized of said land in fee and have the
right to convey the same in fee simple; th the�i6
they will warrant and defend the title here am
whomsoever The party of the second partloms in
its consent of this correction,
clear of al I encumbrances and that
the lawful claims of all persons
Deed to evidence

IN TESTIMONY THEREOF, said parties have hereunto set their handsandsealsthedayand
yeattiNst above written
VV
G C `Z7&,c�r/dit (Seal)
E. C Edgerton, 3f.
//�R/���/1f/Csa•(Seal)
Novi n T�—
V♦«it+tr+txisa�sa���•
NORTII CAROL rA
COUNTY0.
otary Public of the County and State aforesaid do hereby
certify that E. C. NldaertcJ w e rout T. Edgerton personally appeared before me this day
and acknowledged the du , Feutio o th fore mg instrument��gyy, ��`, """
Witness my, Inb ,I se n hi e Q day of c/�, 2007.
.4 n * a r Not T; th
My Commission LtSi�iires

DELHAIZE AMERICA, INC.
BY
Kimberly A. da
Assistant Secretary
� 1 ssssssssssssssssssss
i, a Not P i estate and county aforesaid, certify that kimbu 1y k Ly de
(official) psrs n y came efore me this day and acknowledged that he/she is
rj.__(t c) of DELHAIZE AMERICA, INC., a corporation, and that
he she, as r (ti ) being authorized to do so, executed the foregoing on
behalf of the corpor ion
Witness my hand d o ci s this the i s+da of a�ea{, �_ y February, 2007.
N
My Commission Expires-
/Nojdry Public r�Vt�1�. C,0(h tcl /«�/

�o f
IMBERLY S. HARGROVE
STER OF DEEDS, HARNETT
CORNELIUS HARNETT BLVD
11 SUITE 200
I ILLINGTON, NC 27W
State of North Carolina, County of Harnett
KIMBERLY S. HARGROVE, REGISTER OF DEEDS
DO NOT D
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THIS DEED made this . ... ... ... day of4..:.:. .. .19 86. . by and between
GRANTOR \ GRANTEE
E. C. Edgerton, Jr., and ij
) Norma T. Edgerton
P. O. Box 398, Dunn, N. C
odLonStores, Inc.
St re Planning
ing & Development Dept.
28334 P. Box 1330
,/Splili bury, N. C. 28144
Enter in appropriate Work far eseb party: came, address, and, If spin
The designation Grantor and Grantee as used herein shall i h
shell include singular, plural, masculine, feminine or neuter as
WITNESSETH, that the Grantor, for a valuable consideration
")mowledigood, has and by these presents does grant, bargain, so
certain lot or parcel of land situated in the City of . Dunn.
Harnett . ..... ... .. County, North Carolina and more par
PLEASE SEE ATTACHED EXHIBIT
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For the consideration as aforesaid and for other
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the same in fee stie ' marketable and free end clear of all encumbrances, and that Grantor will warrant and
defend the title aawl c maell persons whomsoever except for the exceptions hereinafter stated.
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MARNETT lbUMiY, K�/�G a a
FILED DAT�EJI�L�I�.=tQ TIM
11100 R—�— O to —
REGISTER OF DEEDS
V. I, tiv Alta. Form No. 3 C 1976..e.iyd i 1477 a c ,te,. GAYLE P. MOWER

EXHIBIT 'A'
FOOD LION DISTRIBUTION CENTER
DUNN, NORTH CAROLINA
KING at an iron pin set in the Westerly margin of the
wa of OS Route 301 the aforesaid beginning point being
£0110wing two courses and distances from the
terl ntersection of the rights of ways of OS Route 301
th 437�olina State Road 1780 the same also being the
e of the lands of Max E. McCloud, Trustee, now or
I1) S nth 25-26-20 West 384.81 feet) (2) thence with
f cular curve to the right having a radius of
an ance of 9.99 feet: thence from said beginning
e c of the aforesaid circular curve to the right
r i of 5760.00 an arc distance of 163.45 feet to an
iron pin- t continuing with the aforesaid right of way South
23-42-4 W 1,13 .69 feet to an iron pin set; thence North 66-
17-11 We 58 et to an iron pin seta thence South 36-25-00
West 792.1 f at t an lron pin sett thence North 53-35-00 West
734.73 fee an r p set; thence South 43-34-10 West 89.77
feet to an ron pin a thence with an arc of the circular curve
to the left radius of 560.34 an arc distance of 663.53
feet to an iron in thence North 68-35-00 West 86.49 feet to
an iron pin se a ce ith the arc of the circular curve to the
right having a u 96.34 feet an arc distance of 479.21 to
an iron pin set; a So 41-21-48 West 111.77 feet to an
iron pin set in h as r m rgin of the right of way of the
Atlantic Coastlin ai o ; hence with the Easterly margin of
the right of way o e tl tic Coastline Railroad Company North
36-25-00 East 4,31 fe to an iron pin set in the Southerly
.,1 margin of the right of ay of th Carolina State Road 1780;
thence with the Sou rly mar n f the right of way of the
aforesaid road South 27-00.42 set 6 .53 feet to a masonry nail,
the Northwesterly margin o the nd of the First Presbyterian
Church of Dunn, now or fo rl a s wn in Deed Book 425 at Page
60 of the Barnett Count gi ry; thence with the church's
Westerly line South 61-5 -0 et 200 feet to a fence poet;
thence with the church's S therl line 28-03-59 East 200 feet to
a fence poet; thence with ch's Easterly line North 61-56-
01 East 200 feet to a masonry n 1 t e Southerly margin of the
right of way of North Carolina St Le d 1780; thence with the
Southerly margin of the right 0 o North Carolina State Road
1780 South 27-51-43 East 345.D5 feet ixed iron pipe in the
Northwesterly margin of the land x E. McCloud, Trustee, now
or formerly; thence with McCloud's We 1 line South 30-07-OD
West 694.00 feet to an iron pin s t in loud's Southwesterly
corner; thence with McCloud's Bout e 1 outh 64-16-50 East
651.01 feet to the point and place o be my ng

The aforesaid description is taken from a map or plat of survey
e by Baldwin and Greg Limited, Norfolk, Virginia dated .Tune 23,
6 and comprises 118.868 acres.
a portion of the property conveyed to the Grantor herein
recorded in Book 367 at Page 500 and 591 at Page 20 of
tt County Registry.
V/
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N N COUNTY, N,
FILED DA,>:&
R OF
A 19

REfu/Al -{o /Zoba�f P is -serf
A ckk y�k,c 4 Bz rh s s <tr p
Application Completeness Review
sal*�_First Submittal ❑ Re -submittal Date Received: It Date Reviewed: 9 29 / By Bill Diuguid 0// V
Development/Project Name: /=ood L, ioc) Rv Kta?cn
Receiving stream name R1_4c_kC Rik", Classification: C Sw
fiver Basin: GAPE Gf4tL :`' i
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-11, WS-III, WS-IV, HOW, 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): At 1A
Latitude and Longitude: 3S !ro / 719 37 S7V Jurisdiction hu
Project Address: Z9Zzio !lRL ;. 'Co.e b
Engineer name and firm: LE
Phone: 90 �t -,q99- q*3* Email: J
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 M-i9igh Density ❑ Other
❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
UA O.'t'7 °%a Nev Add;f.oi
,✓ Check for $505.00 included ✓ �/
5K Original signature (not photocopy) on application
w� Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: hitp://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 nUrnber of the person signing the letter.
For subdivided projects, a signed and notarized deed restriction statement
Q' 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
GkSand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
"• D Off -Site
❑ NCDOT Linear Road
WI -Two sets of sealed, signed &dated layout &finish grading plans with appropriate details
Narrative Description of stormwater management provided
Soils report 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 impdrvious reported for each ❑ Areas of high density
:/MP operation and maintenance agreements provided
rytApplication complete O)!`, ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -'density oroiects
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable; "
❑ Built -upon -areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density proiects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other 'restiict4e"'15nguage/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
❑ Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
May 5, 2011 Revision, Bill Oiuguid

*stellar
July 20, 2011
Mr. Robert Patterson
North Carolina Department of Environment & Natural Resources
Dept. of Water Quality — SPU — 91h Floor 512 N. Salisbury Street
Raleigh, NC 27604 LWLOW 1ER
919-807-6375 en
Dear Mr. Patterson:
Attached are the following items for your use in approving the Stormwater Management Permit
Application for Food Lion — Tornado Re -Build, Expansion & Plant Renovations which is located
at 2940 Arrowhead Road near Dunn, INC.
Enclosed is:
1. Stormwater Application form SWU-101
2. Check for $505
3. 2 sets of construction plans
4. Calculations for sand filters
5. Supplemental forms for sand filters
6. Copy of deed for the site
7. Geotechnical report
8. Narrative which describes the project.
Please review these plans and advise if any additional information is needed.
Thank you,
STELLAR
( A�
Jim Hale
Civil Engineer
904-899-9434
2900 Hartley Road
Jacksonville, FL 32257
Phone: [phone]
Fax: 904,268.4932
stellar.net
Taking Solutions Further. '"r

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Jim Hale, PE
Stellar
2900 Hartley Rd.
Jacksonville, FL 32257
Dear Mr. Hale:
Division of Water Quality
Coleen H. Sullins
Director
July 28, 2011
Dee Freeman
Secretary
Subject: Request for Additional Information
Stormwater Project No. SW6110707
Food Lion —Tornado Re -Build, Expansion
& Plant Renovations
Harnett County
The Division of Water Quality Central Office received a Stormwater Management Permit Application
for the subject project on July 26, 2011. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater
review:
1. The last few items on the supplement forms were left blank. Please complete all items on
the form.
2. For an LLC, the application and O&M Agreements must be signed by one of the Managers
of the LLC as shown on the NC Secretary of State website. Alternatively, an original signed
letter may be provided from one of these Managers giving signature authority to Mr. Mark
Davis. Also see VI.11 of SWU-101 for more information regarding this.
3. Please clearly show the delineated drainage areas (DA) to each of the BMPs. Particularly
DA1 is not clear. It is shown as 100% BUA in the calculations, but there is pervious area
shown on the plans.
4. The geotech report submitted does not provide the SHWT information required for the
proposed BMPs; it only shows observed water table elevations. Please submit a soils report
that provides a SHWT elevation determination within the footprint of each proposed BMP.
5. The surface areas (SA), volumes, Hm,,, and outlet/underdrain diameters are not consistent
between the supplement forms, calculations, and plans.
6. Based on the sand filter designs shown on the plans, all three appear to be undersized.
The storage volume provided in the sediment chamber plus the volume above the sand in
the sand chamber is less than the required WQV,d1. Also, the Hm,, based on the overflow
elevation on the plans is only 1.29'. Reducing the storage volume even more, 6" of that H
is proposed gravel, which only has a void ratio of 0.3-0.4.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.nowaterquality.org
An Equal Opportunity 1 Afrmative Action Employer
One
NorthCarolina
Nafilli llr�

Mr. Jim Hale, P.E.
Stellar
July 28, 2011
Note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to August 29, 2011, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement
action pursuant to NCGS 143-215.6A.
All revised original signed documents must be returned or new originals must be provided. Copies are
not acceptable. Any revised calculations or plans must,be sealed, signed, and dated. Please reference
the State assigned project number SW6110707 on all correspondence. If you have any questions
concerning this matter please feel free to contact me at [phone], or at
[e-mail].
Sincerely,'9'rT ,
Robert D. Patterson, PE
Environmental Engineer
Stormwater Permitting Unit
cc: Mr. Mark Davis —Food Lion, LLC
SW6110707 File
ec: Mike Lawyer— Fayetteville Regional Office
Page 2 of 2

Patterson, Robert
From: Patterson, Robert
Sent: Monday, August 08, 201
To: 'Jim Hale'
Subject: RE: SW6110707 - Food
Information Request
Jim,
8:40 AM
Lion - Tornado Re -Build, Expansion & Plant Renovations - Additional
1 reviewed this uiformation and found that sand filter 1 and 3 are still slightly undersized.
SF#1:
Each chamber is 22' x 9' = 198 sf
198sf x 2 x 1.5' = 594 cf
594 cf is not >_ 596 cf (WQVadi)
This is even being generous since it doesn't take into account the reduction in volume from the rounded corners and the
3:1 side slopes.
SF#3:
Each chamber is 54' x 9' = 486 sf
486sf x 2 x 1.5' = 1458 cf
1458 cf is not >_ 1469 cf (WQVadi)
Again, this is being generous since it doesn't take into account the reduction in volume from the rounded corners and
the 3:1 side slopes.
Also, the. WQVadi shown in the last line of step 3 in SF#2 is incorrect in the talcs. It shows 1147.33, but should be 1721.
l his one is large enough though; with a volume of 585 x 2 x 1.5 = 1755 >_ 1721. Please revise the volume provided to
show the calculated volume not 1800 cf.
Let me know if you have any additional questions.
Thanks.
Robert D. Patterson, PE
Fovironrnen WI Engineer
NCpENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 Mail 1 512 N. Salisbuiv St, Raleigh, NC 27004 1 9� Floor location & Parcels
[phone] Phonc. I (919) 807-6,194 Fax I Robert.Pattersorl(lncdenr.g_o_v Email htcG:// ortal.ncdenr.ore/webjw�c srs su Wehsitc
,A Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
From: Jim Hale rmailto:[e-mail]]
Sent: Thursday, August 04, 2011 11:49 AM
To: Patterson, Robert
Subject: RE: SW6110707 - Food Lion - Tornado Re -Build, Expansion & Plant Renovations - Additional Information
Request
Robert
Attached are correction per your request. Please review this and advise if it's OK. If so I will send you full sized plans
and attachments (signed and sealed).

The revisions are as follow:
1. The supplemental forms were revised per our conversation. These should be consistent with the plans.
2. The drainage areas were revised on the plans, calculations and supplemental forms.
3. The soil boring locations are shown on a plan by the geotechnical engineer. These locations are also shown on
the site plan. We are in the process of getting the seasonal high water table confirmed by the geotechnical
engineer.
We are also in the process of getting a letter from Food Lion which will show that Mark Davis has authority to
sign the application. This will be sent with the revised plans to you soon.
If you have a question about any of this please let me know.
Thanks
Jim Hale
Stellar
904-899-9434
From: Patterson, Robert fmaiIto: robert.patterson@ncdenr.00vl
Sent: Thursday, July 28, 2011 9:40 AM
To: Jim Hale
Cc: Lawyer, Mike; imdavis(Woodlion.com
Subject: SW6110707 - Food Lion - Tornado Re -Build, Eypansion & Plant Renovations - Additional Information Request
Jim,
Please see attached. Hardcopies are in the mail. Let me know if you have any questions.
Thanks.
Robert D. Patterson, PE
Environmental Engineer
NCDENR I DWQ I Stotmwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1617 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 9N Floor (Location & Parceis)
[phone] Phone [phone] Pas I Robert. PattersonRncdenr.gov Email
Website: http://portal.ncdenr.ora/web/wo/ws/su
,i Before printing this email, please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to third parties.
Please consider the environment before printing e-mails
This email and any attachments are confidential and intended solely for the use of the intended recipients. Opinions expressed in this
e-mail are those of the author and may not be those of the author's employer. The company accepts no liability for damage caused by
any virus transmitted by this email.

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*stellar
August 4, 2011
Mr. Robert Patterson
North Carolina Department of Environment & Natural Resources
Dept. of Water Quality — SPU — 9th Floor
512 N. Salisbury Street
Raleigh, NC 27604
919-807-6375
Stormwater Project: SW6110707
Dear Mr. Patterson:
Attached are the following items for your use in approving the Stormwater Management Permit
Application for Food Lion — Tornado Re -Build, Expansion & Plant Renovations which is located
at 2940 Arrowhead Road near Dunn, NC.
Enclosed is:
1. 2 sets of revised construction plans
2. Revised calculations for sand filters
3. Revised supplemental forms for sand filters
The calculations, plans and supplemental forms were revised to be consistent with the
information that you requested. A copy of the letter from the geotechnical engineer which
provides Seasonal High Water Table information is also included.
A letter from Food Lion will be sent to you which states that Mr. Mark Davis has authority to
apply for the stormwater permit on behalf of Food Lion.
Please review these plans and advise if any additional information is needed.
Thank you,
STELLAR
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Jim Hale
Civil Engineer
904-899-9434
2900 Hartley Road
Jacksonville, FL 32257
Phone: [phone]
Fax [phone]
stellarnet
AUG 8 2011
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August 12, 2011
Mr. Robert Patterson
North Carolina Department of Environment & Natural
Dept. of Water Quality — SPU — 91h Floor
512 N. Salisbury Street
Raleigh, NC 27604
919-807-6375
Stormwater Project: SW6110707
Dear Mr. Patterson:
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Attached are the following items for your use in approving the Stormwater Management Permit
Application for Food Lion — Tornado Re -Build, Expansion & Plant Renovations which is located
at 2940 Arrowhead Road near Dunn, NC.
Enclosed is:
1. 2 sets of revised construction plans
2. Revised calculations for sand filters
3. Revised supplemental forms for sand filters
The calculations, plans and supplemental forms were revised to by increasing the size of two of
the sand filters.
Please review these plans and advise if any additional information is needed.
Thank you,
STELLAR
:�Z /V4/_
Jim Hale
Civil Engineer
904-899-9434
2900 Hartley Road
Jacksonville, FL 32257
Phone: [phone]
Fax [phone]
stellar.net
Taking Solutions Further. n"