SW8100212_Historical File_20100405

�KX�CXX�CIK�C��C1C1C1C�CIC�CIC�C��X�K�K�c�c�K�c1C��K1c�c�K�c�K1c�C�C��KICX�K�c�CX�C�c�c�KX�C1c�K��c�c�c��JK�c�c�K�K���K1C�C�c1C�K�c��C1C�CIC�C��K�K�K��c�c�c�K�K�c�K�C�c�c�c�c�C�c�K
P. 01
TRANSACTION REPORT
r APR-05-2010 MON 03:58 PM
FM, , ICDENR 910 350 2004
SEN
I`
R
I TX TIME PAGES TYPE NOTE M# DP
: f, D TE T RECE I Vf
919108623410 1 21145" 9 FAX TX OK 665 i' x
Ala ,� , ::, u, •., +i
TOTAL 45S PAGES:
9
•'�c�c1C�Klc�1C�K�KICXX�KY�C�CK1c�7Klc���K�KIc�KiKlc�K�K�K�KIC�K�KX�KIc�K�K1c�K�K�K�K�K�K�ICX�K�K�KIc�c�K1c�K�c�K�K1c1c�K�K�C�K�K7KY�c�C�KX�KX�C1Clc�Klc��k1C�K�K��K�KICX�K�KI��C�X�C �.
f iv
State Of Nortb Cambna
I)Wrtoent of Environa«ent and Natural Resources
Wilmington Pcgloaal office
Eeverty Eaves Pcrdae, Governor FAX COVERSHEET
Date:
IQ
i
Re:
Dee Fhwnan, Secretary
No. Pages (excl. cover): u
'mffi: In f`Aaw
]Phone: [phone]
� Fm - M QU 504W4
.5�
NC 78405 (910 1 72i5 AnEquai Opportuo'Ity Affitmadvc Ac don EmPloyer
127 Cardinal Drive Extmision, Wilmington, )

99-6 W.
99-6 U=1a'
09-6 W.
09. 6 M=10
9V-6 N4
9V.6 HAI
0V-6 HA
OV-6 wd
V-6 Nd
I-6 una
9£-6 Uzi
9£-6 N=1a
0£-6 Ild
0£-6 u=ia
£-.6 21d
£-6 a:ia
V6 NA
V6 wa
ZIS3O1-8 Ud
30178 uia.
OL-8 U-A
OL-8 NAG
09-8 CIA
09-8 21ziq
09-9 NJ
09-8 WO
9-8 Uzi
9-8 a=la
0v-8 U=l
OV-8 21=10
0£-8 Ud
0£-9 mn
£-8 Uzi
£-8 ada
oz-8 MA
oz-8 UJO
Z-8 HZI
z-8 lira
o vs a.4
o vs wa
Vs Uzi
V8 NAG
06-L Uml
06-L H=la
08-L MA
08-L a4a
OL-L bA
wit Uda
09-L U=1
09-1 uda
09-L NA
09-1 bra
9v-L NA
O-L UJ(l
OtrL 21:j
OV-L U=la
0£-L Uzi
0£-L Uzla
OZ-121.A
oz-L bra
0 VL Hod
o vL bzia
VL NA
VL bra
ASO-9 NA
iSO-9 wa
8-9 M=
9-9 an
OL-9 NA
01-9 NA3
09-9 NA
09-9 uda
09-9 NA
09-9 dzia
o -9 HA
0io-9 wa

State of North Carolina
Department of Enviaonment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COLTER SHEET Dee Freeman, Secretary
Date: � � S � No. Pages (excl. cover):
To: c '� J�� '� From: Jo Casmer
Co: Phone: [phone]
Fax: Fax: _ Pax: [phone]
Re: �%� TE��Oa ���' ��re- /
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] c An Equal Opportunity Affirmative Action Employer

Lewis,Linda / 60 2 .
From: Branch Smith [[e-mail]]
Sent: Monday, April 05, 2010 10:37 AM
To: Lewis,Linda
Subject: Re[2]: Minuteman Express Review SW8 100212
.Attachments: pg 3 SWapp.pdf; DA MAP2.pdf
Linda -
Here is the revised pg 3 of the application and new drainage area map. Thanks for reviewing this project and let me know
if you need anything else.
Branch Smith
-- J. Branch Smith, PE
Cx&� GS Engineering Services, PLLC.
PO Box 2019 1 1104 W. Broad St
Elizabethtown, NC 28337
Phone [phone]
Fax [phone]
Cell [phone]
------ Original Message ------
From: "Lewis,Linda" <[e-mail]>
To: 'Branch Smith" <[e-mail]>
Sent: 3/30/2010 1:04:00 PM
Subject: RE: Minuteman Express Review SW8 100212
Thanks Branch — As I reread my email, I found that I may not be as clear I as wanted to be. The
offsite BUA that you are adding to the application is only the offsite BUA that is being treated in the
proposed wetlands. You should not add in all of the BUA of the new turn lanes because only a small
fraction of them is being treated in the wetlands.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.

Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Caroiina Public records Law and may
be disclosed to third parties.
From: Branch Smith [mailto:[e-mail]]
Sent: Tuesday, March 30, 2010 12:58 PM
To: Lewis,Linda
Subject: Re: Minuteman Express Review SW8 100212
ok. I'll address these issues and get back with you. I should be able to send this to you tomorrow. Thank you!
Branch
------ Original Message From: "Lewis,Linda" <[e-mail]>
To: "Branch Smith" <[e-mail]>
Sent: 3/30/2010 12:27:10 PM
Subject: Minuteman Express Review SW8 100212
Branch:
One minor comment regarding the application.
In Section IV.10, please split up the 53,369 sf drainage area into the on -site DA and the offsite DA.
The offsite DA would be comprised of those parts of the development that are outside of the 1.39
acre property boundary, such as the existing Highway 211 and new turn lane and that portion of the
driveway shared with the adjacent future development parcel.
Additionally, please report the offsite built -upon area in the appropriate box for Impervious Surface
Area. The offsite BUA would be comprised of the BUA for the shared driveway and the BUA for that

portion of Highway 211 and the new 211 turn lane, that is located outside of the 1.39 acre property
boundary.
You can scan and email that revised page 3 of the application. I've started drafting the permit and
,an issue it upon receipt of the new page 3.
FYI -
Section IV 2.b of the application (also on page 3) has been marked as using the 1995 Coastal rules
for design. This section of the application (in conjunction with 2.a. above it) is for the use of those
projects claiming a vested right to a previous set of rules. That is not the case here, so you do not
need to mark anything in Section IV 2 a or b of the application. I've marked it N/A, but if you want to
update this when you update the onsite and offsite DA and BUA, that would be nice.
Additionally, on page 3, I've removed the 3500 sf of canopy area from the "Buildings" category and
listed it separately as "Canopy" underneath the Buildings box. I simply crossed out "Streets" and
wrote in "Canopy" 3500 and I adjusted the "Building" BUA to 4050 sf.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.

UD MAR 2 6 2010
@ZE
GS Engineering Services, PLLC.
P.O. Box 2019
1104 W. Broad Street
Elizabethtown, NC 28337
[phone]
Fax [phone]
[e-mail]
To: Division of Water Quality
NCDENR
127 Cardinal Dr Extension
Wilmington, NC 28405-3845
[phone]
LETTER OF 7RAH8ffl7TAL
DATE 03/26/10
JOB NO.
ATTENTION
Janet Russell / Express Review
PHONE 0
[phone]
RE. Minuteman Food Mart Store #31
Campbell Brothers Investments, LLC
106 Southport -Supply Road
Supply, Brunswick County NC
COPIES
DATE
NO.
DESCRIPTION
2
03/25/10
Complete Set of Revised Plans (signed and sealed
1
Pg 3 of application — revised tract area from 1.34 ac to 1.39 ac
REMARKS: Thanks for your cooperation on this project. I didn't make the correction on the tract
area from 1.34 ac to 1.39 ac when I moved the divison line; therefore I updated pg. 3 of Application
and provided a complete set of plans — except the wetland detail sheet C-5.2. There was no
change to C-5.2. Thanks again.
COPY TO: File SIGNED: J. Branch Smith- PE
MAR 2 6 2010
LBYC-X CcSs PM

t�cforzglss
(+rens�6-%5P"
-f�yp�- re , ry t-a^?
GS Engineering Services,
P.O. Box 2019
1104 W. Broad Street
Elizabethtown, NC 28337
[phone]
Fax [phone]
enclineeringOms3-gse.com
To: Division of Water Quality
NCDENR
127 Cardinal Dr Extension
Wilmington, NC 28405-3845
[phone]
PLLC.
w �l
5W 15 /00ziz
LE Q OF U P ° NOMMAL
DATE 03/25/10
08 NO.
7
ATTENTION
Janet Russell / Express Review
PHONE #
910 796-7215
RE:
Minuteman Food Mart Store #31
Campbell Brothers Investments, LLC
106 Southport -Supply Road
Supply, Brunswick County NC
COPIES
DATE
NO.
DESCRIPTION
2
Stormwater Permit Application
1
$3,495 Express Fee Check
1
SW Wetland Supplement Form
1
SW Wetland O&M Agreement
1
Articles of Incorporation for LLC
1
Property Deed & Plat
1
03/24/10
Narrative/Calculations & Supporting Maps and Soils Data
2
03/24/10
Stormwater Plans �'-,� Gx-S.jo
1
Comment Response Letter for Preliminary Review
REMARKS: -Thanks for your cooperation on this project.
COPY TO: File SIGNED: J. Branch Smith, PE y

@ZEGS Engineering Services, PLLC.
March 24, 2010 1 MAR 2 b 2010
Ms. Janet Russell
NCDENR - Division of Water Quality— Express Review Program
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
RE: Linda Lewis Preliminary Review Comments for Acceptance into Express Review
Minuteman Food Mart #31
Supply, Brunswick County, NC
Dear Ms. Russell:
Please find enclosed response to Linda Lewis's preliminary review of the above referenced project.
1. The short-circuiting of the wetland has been corrected. The deep pool outlet was positioned
further away from the north forebay and the center forebay has been eliminated. There are now
two forebays at the north end and the west end of the stormwater wetland.
2. Finish grade elevations have been added to the wetland cross-section detail that includes the deep
pools, forebays, shallow land, and shallow water.
3. I revised the planting plan in the shallow land to be shrubs only. After revising the wetland
layout and zone percentages, the plant percentages changed as well For example, the minimum
number of shrubs increased from 80 to 88. The plant table has been revised to include these
changes as well as Dr. Rashash's recommendations. I emailed the wetland to Dr. Diana Rashash,
an Onslow Co. Extension Agent, who has experience in wetland plantings, and her
recommendations were included as part of this revised plant table.
4. A detail has been added for the parldng island cross -sections that shows the curb cut, yard inlet,
and landscaped parking islands that will carry stormwater runoff from the parking lot to the
stormwater wetland.
5. The roof drain downspouts have been noted on the plans and drain pipes have been specified for
sections of the building and gas pump canopy. The building will be a hip roof design. The
canopy will be uniformly sloped to the roof drains.
6. Plans are sealed, signed, and dated by the Engineer.
PO Box 2019 1 1104 W. Broad St.
Elizabethtown, NC 28337
[phone] 1 Fax [phone]

Page 2
March 25, 2010
7. On this particular site, it is not practical to capture runoff from NCDOT widening and turn lanes
and send them to the on property stormwater BN[P. Some roadway runoff is taken into the site
and into the BUT, but the road primarily drains into right-of-way grassed -lined swales. NCDOT
stated they maintain and operate under NPDES stormwater permits. Attached is a letter that was
given to the by NCDOT regarding stormwater BMPs not allowed within the right-of-way_
On behalf of Campbell Brothers Investments, LLC, please accept this response so that we may be
accepted into the Express Review Program. Please contact me with any questions or additional
information.
Sincerely,
GS Engineering Services, PLLC
J. Branch Smith, PE
Project Engineer
Encl: Express Review Submittal
NCDOT Division 6 Notice
PO Box 2019 1 1104 W. Broad St.
Elizabethtown, NC 28337
(910) 862-WO I Fax [phone]
MAR 25 ZM

BEVERLY EAVES PERDUE
GOVERNOR
STATE OF NORTH CAROLiNA
DEPARTMENT OF TRANSPORTATION
September 14, 2009
MEMO TO: District Engineer Offices
FROM: H. Allen Pope, PE
Division Engineer
SUBJECT: Encroachments and Stormwater ces
EuGEdE A. Cowi, JR.
SWWARY
Recently, we have seen an increase in the number of encroachment submittals that include a
request to Ipprove the installation of storr mater devices within the Right of Way. Many of
these permanent devices have permit conditions that require them to be inspected routinely and
maintained in proper working condition. Even if the encroaching party agrees to assume
maintenance of the device, NCDOT, as ownerh anager of the Right of Way, is a party to these
devices and would be subject to any violation associated with these devices. Therefore, it is in
the best intmut of the Division not to approve the installation of any permanent stormweter
devices associated with encroachment requests within the Right of Way.
i
cc: David Thomas, PE, Division Maintenance Engineer
124 Division Drive, Wilmington, NC 28401
PHON& [phone] FAX: (910) 2S1-S727

MINUTEMAN FOOD MART STORE #31
EXPRESS STORMWATER REVIEW DESIGN NARIU .EIVE
DATE: JAN. 28, 2090
REVISED: MAR. 24, 2090 MAR 2 5 '2010
PROJECT DESCRIPTION AND PERMITS Pgp J # 5(/1 #We 2 /Z
The site is located in central Brunswick County in Supply, NC at the northwest comer property o I--.��
and Stone Chimney Road (SR 1115). The entire parcel drains into an unnamed tributary of Lockwood Folly
River (Lumber 15-25-1-1, Class Sc;). The property is Tax ID: 1680007608 owned by Campbell Brothers
Investments, LLC. Only the corner portion of the parcel is being developed at this time. The proposed building
will include a convenience store and possible future restaurant space. The site will include parking, gas pump
islands and overhead canopy, underground utilities and gas tank, stormwater wetland BMP, and NCDOT
roadway improvements along Stone Chimney and Hwy 211. Other approvals and permits that will be required
are Brunswick County Site Plan Approval that includes stormwater, utilities, building plans, and planning. Also
this project will require a State erosion control permit, a State underground storage tank permit, and a State DOT
driveway permit for road improvements.
SOILS
Based on the NRCS Web Soil Survey, soils on the developed portion are Fo, Foreston loamy fine sand HSG
Type B. S&ME performed a soils infiltration and SHWVT test for the intent of an infiltration basin, but the report
indicated poor infiltration rates not acceptable for an infiltration stormwater basin. The soils classified by S&ME
indicate sandy loamy.
STORMWATER WETLAND DESIGN
Stormwater will be collected from the C-store, gas island canopy, parking lot, sidewalks, public roadways, and
surrounding ground by yard inlets within the parking islands and curb inlets along the parking lot curbing. The
storm drainage system is a piped network that discharges into the stormwater wetland BMP into two separate
outfalls. The western outfall or "forebay" accounts for 40% of the drainage area and the northem forebay
accounts for 26% of the drainage area. Stormwater entering the western forebay has a longer treatment time
before reaching the outlet, which is necessary because more drainage is entering that side. The storm pipe
inverts are below the wetland permanent pool surface area, which reduces erosive velocities and allows for
longer TSS settling and pollutant movement. Both forebays are designed with an additional 6-inches of
sediment storage at the bottom. These forebays are accessible for rubber tire backhoe or other methods from
the parking lot for future maintenance and sediment removal. The shallow land area is designed to be 0-2"
below the wetland permanent pool. The shallow water area is designed to be 4-6" below the permanent pool.
There are two deep pools in the wetland, but one is the outlet deep pool where the low -flow orifice discharges
the first flush and 1.5-inch rainfall -runoff. The deep pools are designed to be 24-36" below the permanent pool.
The plans and details indicate finish grade elevations for these areas and pools, as well as the number of
plantings required for each area of the wetland. The temporary pool is 12-inches in depth, but the 1.5-inch
rainfall -runoff storage requirement is retained to a depth around 9-inches, which is better suited for plant life as
found by Dr. Bill Hunt's previous research on these systems. The 1.5-inch rainfall -runoff storage remains in the
wetland for 3.10 days. The 1-yr, 24-hr design storm is contained within the temporary pool volume and
discharges below pre -development rates. The 10-yr, 24-hr design storm bypasses the temporary pool volume
and discharges below pre -development rates. The 1-yr and 10-yr design storms are required to be accounted
for by the Brunswick County Stormwater Ordinance.
ATTACHMENTS
Volume/Storage & 1-yr and 10-yr Pre/Post Storm Routing Spreadsheets with SCS CN determinations
Supporting Maps and Data: �CAI'
■ NRCS Web Soil Survey Map Image
S&IKE Infiltration and SHiiiii Solis Report �����1,,��
■ USGS Topo Map Image & DWQ Sensitivity Map Image %00 -',t
■ Drainage Area Map
.4 SEAL r• —
:. 034354
GSE I GS Engineering Services, PLLC
PO Box 2019 11104 W Broad Street
Elizabethtown, NC 28337 [phone]

Volume/Storage Calculations
Project Name
MINUTEMAN FOOD MART STORE #31
--
Location
Sully, Brunswick County
Receiving Stream
JUTof Lockwood Folly_ _
Stream Index
15-25-141).�_
Drainage Basin
mberRiverr:laacifim
kic
inn
Impervious Area Calculation
Drainage Area _DA-1
Drainage Area _ 53,369 sf
Drainage Area 1.23 ac
Buildings) _ 7,550Jsf
Streets
Parking
Sidewalks
Other on -site
Offsite
Total Impervious
Total Impervious
% Impervious
_ _ 0
28�448
sf
sf
sf
sf
sf
sf
ac
900
2,704
39,602
0.91
74%
Volume/Storage Calculation
Date 22-Mar-10
Author JJ Branch Smith, PE
Inserted Cells
= Referenced Cells
Design Rainfall (P) 1.50 in
Schueler Method Runoff Coeff (RV) 0.72 RV = %IMP*0.009+0.05
Required Volume (Vreq) 4,789 cf Vreq = (P/12)"RV"DA
Provided Temp Volume 6,426 cf
1.5' Storage Elevation
Perm. Pool Elevation
Temp. Pool Elevation
Temp. Pool Depth (TPd)
Effective Area (Aeff)
1.5" storage depth (1.5d)
1.5" storage Elevation
23.0
ft
It
It
sf Aeff = Vt/H
ft Depth = Vreq/Aeff
ft
_
24.0
1.0
6,426
0.75
23.75
Low Flow Outlet Calculation
Stage -Storage
WETLAND
Discharge Coeff, Cd 0.6
No. of orifices 1 ea
Orifice Diameter, D 1.25 in
Flowrate, Q 0.02 cfs Q = Cd•(Pi•D2/4)'SQRT(2g•TPd/3)
Temporary Pool Drawdown Time 3.14 days Td = Vt / Q / 86400
Contour
ft
Contour
Area
sf
Incremental
Volume
cf
Cumulative
Volume
of
23
24
5,597
7.255
0
0
6,426
6,426
25
8,973
8,114
14,540
26
1 10,748
9,861
24,401
Perm. Pool
Top
GSE
PO Box 2019
Elizabethtown, NC 28337
[phone]

W
IL
E
W
c
m
w '
i o 0 0 0 0 0 o p 0 o Q o 0 0 0 0 0 0 o e Q o 0 0 0 0 0 o Q o 0 0 0 0 0 0 0 0 0 0 0
c e c o 0 o ti c o 0 0 0 o u o 0 o c c o o c c o o a c o 0 0 0 0 0 0 0 0 0 0
V u o 0 0 0 o d o d 0 0 0 0 o d d 0 0 0 0 0 0 0 o d e c d o c o 0 0 0 0 o d o 0 0 0 0
N 111 p O O
lV
O
2 p O e O o O O O o a O o e O o 0 o p o O o O O o 0 o O o O o 0 0 0 O O o o e o o O
o o e d o o c o o c o 0 0 0 0 0 0
0 0 0 o e o c o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
U
n n b
b
Y
�• �t,
iu �I w
i }R p O e N N N N N N N N N N N N No 4 N N N N N N N N N N N N N N N N N N N N N N N N
d
3(
d
x a
Y
m
Q e o e e o p o 0 0 0 o e o 0 0 0 0 0 0 0 0 o Q o 00 0 0 0 0 0 0
0 0 j. 0 d o 0 o d 0 d 0 d o 0 0 0 0 o d 0 0 0 0 o d o o d 0 0 0 0 0 0 o d 0 d o 0 0
g m o n o 0ro o
O e O p
a c Q p d 0
0 s o o 6
O
-- 0 0 0 0
0 0 0 0 0. 0 0 0 0 0
mW xu o 0 0 0 0 o o e o o d o 0 0 0 06 0 0 0 0 0 0 0 o 0 0 0 o c o a o a a o o 0 o c e
C
b 11 1 p N p b N5 p
p II p p p
e e e e o 0 e o o e o e e e e e Q o o e e o o e e 0 0 0 o e e o e e e e
0 0 o d 0 0 0 o d d o 0 0 0 0 0 o d o
n
o
m O C O d d O d o O O N... O r N f b N N N e e e W N N N W Yf a N! CA
N
r r r r (V lV LV N N N N N
{V tV {V tV (V lY lV [V lV lV lV tV fV PI fV {V !V tV hl M CV N fV
N N
F F C F
F F
3
gsl:sS!R190
aog
r d M Y O G O y Q
r p e
°'
O ea n n e? p p 0 0 0 e Q O p O r r N t7 Y e e 0 0 0 0 M1 h h h h G pa m W a e e W W e
•• $ o c o o c o c d u o d o o d d d c d o o c 0 0 o d o o d o 0 o c d o 0 0 o o d o d K
p I n N N
II c u u ti
U 4•
f
N 4 4 m b 1` A A Iz A 0 O m m m N YI N
P o 4 e c c 4 4 0 o g p q q o a d p 0 a o o Q Q Q d 0 0 e e 4 o P 0 C 9 O d d
4 Si
�s
Pip O O C O O tOy ry l0 O O m N♦♦ N N Pl l�! t9 PI M Pl tll pl P`l !09 leg 1N9 W W W W !0
lNl��l pmp�l pAp�l tWt�� eNW�
A C M N N N N N N N N N N N N A N N N N N A N N IaN aN Pal � aN aN Pal N l51 N N
E L� C
•r
I^
F n Sri' p
N
N do
PI C(
N O O ee• G Pel e m O CWfI, V COb W YI A N tN9 l9 N A r Q
. . P
C' d d NN
i 1d
=y CCVI
N
'
m {Oy GWp N t m
pIN N b m Y PPII pp l�$$l� WW ehla�l e■pp INII ae W PGp! lD PVO� tOV lG� fq 0� pl m d l�J
N� N A O m m m W W o O
C O r
g
�� N �F e 0 0 h O OI CO 06 m� by OI W p® W O D
ECfie
R Y 0 ■ Yy ■ Y p
Ip PI q q b ((Vy o
m 8 .a-- a a O m b rw A m n M ,eV, S oei A N N M m
O < Y 4
W
r eY /V ci pf pi ul W pi a P! fV lV PI r r r r G o 0 o 0 0 0 O O C G d 66 d d
i ■ P
gam" F
a a
y�C F f a
p0 {y p ♦ {�
O N Y 0 W a eei h O O m O
NV tl 1` m V m m 0 tN9
Ap O N V Ee0 m n b m O N N Y
+ H H E
r «
t � ♦�
s lV a f0 aD N N N N /V W n teal W Y O a N Yef N N m b O m 0 n n A n q erJ W 0
Fit
U W
O J7
>
G
C
W
_
4U�
11
N
O
bl
e
G
U gg
d
U
NN
o
d
gg
4
o
t$t ;
U w a o
g 4`
w' o
m
rA a m W a> w
mm(��l1p•eE�pp o
m�pcpm'ppEG�G
'� 'l� 5 5��p t3'u E 'u
N e p ry S e N, �
m Q O N
O e N A bl n ffi oei v tb N W w
O r YI N
Q O Q Q
m YI lV P) '• lV C � lV NU
W � y
N
5r �'
o 0
=�w
U
o
Y te a.. F.y.. GG• WmaWB
J <o
C FSC O
L O
el EL Y 8
8 q Lp —Lw
V
Y
m J G G
m
q V
G1
Q
H H Y e b O C
ie
BEE LL
4
r too
Q
��3 F�'F � �
Em$`o
d �K':tw6FF
�' � �' i �w i•fi� �` �

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 o. o o a o a d o 0 0 o d o o a d o 6 0 0 0 0 0 o d o e o c o 0 0 0 o d
0 0 0 0 0 0 0 0 0 o b D o o D o 0 0 0 0 0 0 0 o b o o D o 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 o d o c o o c o 0 0 0 o c o o a c d o c o 0 0 o d o 0 o e a o
0 o e 0 0 0 0 o b D D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
d d o d d d d a 0 d o 0 0 o d o d o 0 0 0 c o 0 o d d o 0 0 0 0 0 0 0 0 o d
0 0 0 0 0 o b o 0 o D o 0 0 0 0 0 0 0 0 o e b D D o 0 0 0 0 0 0 0 0 o D o
0 o d d o 0 o d o d a c a o 0 0 0 o c o o d a o 0 0 0 o d d o o d d a o 0 0
N N ry ry ry ry N N N N N N N N N N N ry {Y N ry O
..........
NN N N N N N N N N N N N N N N O O O O O G C G G O d O C a D d O 0 0 0 O G O C G o 0
O O O O O b O o O D D O 0 0 0 0 0 0 0 0 0 o D O 0 0 0 0 0 0 0 0 0 0 0 0 D 0
0 0 o d c c d d o 0 0 0 0 0 0 0 0 0 o doe o a o 0 0 0 o d o o c o a o o a
w m 'n v v v o v a r M M M M M M M M M ry N N N N N N N ry ry N N N N
o 0 e 0 d d a a 0 o 0 0 0 0 0 0 o d c o 0 o d o 0 o d o 0 0 0 0 0 0 0 o d c
0 0 0 0 0 0 0 0 0 o D o o D O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
a d o d a d o 0 o O o 0 0 d G o 0 0 o 0 0 o o O G o o G a 0 o 0 0 o o o 0 o
Yf ♦ f f Y f 'f f Y M K M M M M M M M Pl M M W M M M N N N N N N N N N N
LV CI N lV N (V /V N N N N N N N lV M N fV lV lV N lV fV lV iV (V {V M N {V lV M fV LV tV lV N [V
N H vl g K f Y f f < M M M M M M M M N N N ry ry ry N ry N N N N N N
0 0 0 0 o c o 0 0 0 0 0 o a a d o 0 0 0 0 0 0 0 0 0 o u o 0 0 0 0 0 0 0 0 0
H W 0 M pp9� O m YI N O W 0^f� m-- r 4 p O O O m
YI r V �f M M M M tll M W N N N N N N N ry p H ti oN
0 0 9 7 P 4 4 0 0 Si 0 O � Qy C 4 0 0 P d d o A o o A A A A 0 0 W Si 0 0 0 0 0 0
W ♦N lV N .tpY lffY N �Y C1Y4 Y �Y N N l♦V aN l♦OV, a� ♦ Rm_ �'f Y n_ n_ fm Vm Yp! Ml b- .a- ' ^ +N_
O l01' H D f O AM c O N Noo ® bp V m0A p.N {IR CYD W
O N O VAO wOm® $ O1 w m {Op H iD aAp Y A m
m® N N N Y b O
D�oo8a�3o�800eoss ssssS000Sboq.....SS
c a a o 0 0 0 0 0 0 0 o d d o 0 0 o 0 o m o o 0 o o o O o 0 0 o 0 o o c o 0
w n �` mam GG� d(ayV °a
0 m m m O C C
s'
� �O�pp q�q11 W p Yp O p� {fy Grp pW q� V {�q �Op mO Cb {by aA om mN V InO m � pW Eby iOD O N f r
0 0' v N N N N N W M M M V' f O f f 10 ' IOfI g O g m O
8 O W g
0 o d
d m ® o
m �
m m
O o o O
000
(Z'j�j
rc a�
o � a
�
v
m m m
g OR � 0,1
999
W m
8 R a i

C
O
sdcicici osgso� �����sogsosoosoo�o ��sss
s� 0 0 0 o d d c o 0 0 0 0 o d d o o d d d d d d o 0 o d o o d o c d o o d d d CS
N E
p o 0 0 0 0 o O o O o O O O O !O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 ooe d o O d c d c c d c d c d
S
m
P m O Y N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
E T`i d G G G d d d d O G G G G C G O O C G G G G C d d G G G d d O d G O O G G G C d
? g 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
C fC CpF p� pC pII
s ea ass 6 e
N Iff O G [i
fV j G d O O G C G G O G G C G O d G O O G C d d G C G d d d G C d d d d d d d d G d
U
p ■ p ppp Y}} Y yy�. m
V 7p3 O O N N N N N N N ry ry ry ry iy ry ry ry ry N N N N N N N ..........
ry ry ry ry ry
d d d o d o o O c o 0 0 0 o O o 0 0 0 0 o c c d d d d d d d d d c c c o 0 0 0 0
EU
C
o 0 0 0 0 0 o O 0 0 0 O r r r r r r r r r r r r r r r r r r r r r r r r r r r o
d d c d c d c c c c d d .....
ccdd d ...
cc e c c c d d d d d d c c
sq!a8 $N$g Males
r O O -0-0
p r 0 Males
d O C d G 6 .W O O O p O 0 0 O 0 O M W V 0. W r M M ry N r O W m 1� m n M N r O W 1+ 1p of v o{ [•f N
G d% y d C d O d G C d G d O d� tV N N t9 � t0 M t�l t9 p! fV N LV tV fV tV N [V N r r r r r r r r
tl■ Y■ N ■ Y N Y N■ N p tl Y
0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
e d d d d d d d d ......
d d d d d d c c d d d d d d d 6 d c c d d d d d c d
W5ac � C
c o 0 0 0 0 0 o O m O M m W 0 G d d C � m ry m�m M Y f M M M M M N N r r r O o O W W N m W m
� tV tV N N OJ M7 tV pl pf t0 Oi ei t�i pi Cl Pl t7 tq t0 t0 PJ fV {V fV tV N tV
Co ■>: p p6 p- .G C p pSp ippG �
8 s g O O 0 d d 0 8 0 0
d ld .4 d O �
P! {V d C G O O d G d G G G G r aH N N Pl Pl Ol Pi P9 t9 t0 tV tV !V fV fV /V N tV N r a= � r � r
Y N■ Y N N Y■■■■ N■■ O
N 4l m cd cd O p O N P O m PW m IIR ' f M N
C d d d d G r lV N N 6 lh Y Cal tl 1.1 t0 lV tV N Al N N N r r r
'� � N� C N N N N /MV N 1N 1N 1N 1N N� N N N N N 1V 1�1 N N N N N N N N N N N lPV N N N ipV N N� N N
K E E F O O O NN66��77 N < f{y. m�p rm{+� I(� pp �y 1�
11 ■ It ■ ■ O O N m ti N OMl O W n m 14'l o f Ol t7 O Y)
/p w 0 t` m N 44 14 Id N 1V lV r r r r r r d 6.66
O O O O O O
iQ o o�
yQ o o
T f V� y p M 1D W ry 6 � Yp f� O 1lm'p/, m Q t9 fWD 1O�f �Np IWn 1E�p p� 'WP I��y �Op WM tmV 0 tp0 m W N N EO R . ln0 m 0
16 Oi M G) W 1MV tV N !M! t0 tW9 Y � Y Iq yl Iq t0 (O f0 I� 1� f� 0 m m � W W ' ' � ' ^ W ' eN- cd
.N-
V Y
J
J
W W
U �
W
U 9
2 W
K
w W r r
Z (A
11 W.
d
n
z z a n a
c 6
ru 4 c ~u a 6 r Ti
o a U v
11 u II la o
co(InCi m co O 9 f W
c c .�e C C c to:xx as E� 'G m xc � �Et '"ti Ti E 3 a u E �
�oai��i. g+. m� let tq�OoPi g'a °1� S �n S �afOiw mo M r
M
N a3 z
Z
U J x " c ° J x` a :a a t °° oawa
€ a8 Zc�1Sb� >t>�
Q O 0 J g 0 0 0 O V Q U 6 Z C C a
O U j o e 3 C Q C7t t IL p N 3 IP R' 1
0 rc
d SSg o;
rc£w3�� a E=w�f

ss000$o�ss000goo$s0000�������
d 0 0 0 O 0 O O d d d O d d d O 0 0 p O O 0 0 p 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 o c o o d d o d c d o d d d d o o d d o d d d d d d d o c d
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o d o 0 0 o d c o d o 0 o d o o d d o d o d d d o 0 o d o o d d o d d d d d d d
O O O O O O O O O O O O p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
G O C C G O d O O G d O G O d d C G O G d G G d d d O d O d d G O d o d G C 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o d d d o 0 o d o 0 0 o d d o d d d d d o d d d d d o d o 0 o d c d d d d d c o
................. N N N N N ........
O o d d 0 0 0 0 0 0 d d d o o d o o d d d d d o d d d d ... d C G d d d O d d
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
G C G G d O G d O G G G d C O C G G C G C G C C G C O O G G d G G O C G G C C C
O O W m m n n n m m m M m -p @@@@ N N W g q N. N N N N N. N N E
d o 0 o d o o ..... d ...... d d d 0 o d d o d O d d d 0 0 0 0 0
o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o
0 o d d o 0 0 o d o d c d o d d d d d d d d d d o d o d o o d d o d o d o 0 0 0
m n n n m o m m m m m m O H@@@@@@@ A N A ao N A A m Pl P! ry N N N ry ry N ty N
N N N N N lV lV C! lV N N CI Cl fV lV iV N N fV fV N N N N N N N N N N fV N N N N N N CI N N
O o W W IW. A n m W W Y a a aml, el a0 M N N N ry N N lV N PI, N v
N Y O V Y V V Om1 lail A Aa Aa Ol aa N ryp H NNp N N N a Na N N W m m{ m m''' a' ''' a' ' �
,Am{i m n ry m iW., q inn. `W. 'fir+. o ci Fi m
c $S m6 9 Elm is ��a3Sfomv m RVSnX9itm Pin w8 14$2F$^
d G G d d O d d d d G d d C G d O d G G d G G d d G G C d d C G G d G C O C G d
m � N
O
2> Y
m m
C C
sR K
Eggs
o a
U
888
x1i!q
N I. ep r P n O W 0 W .
N N N N N N N N {NV N N N N N N N N
91
a Q
LL

w
W
m
z
W
C)
V
CO)
H
z
W
n
a
OI
W
W
a
0 t
69
e�
0
0
0
0
O
0
0
0
O T
V
.o
Z o 0 0 0 a
d v LO (D (M
�1-AC03aOn,
a
0
0
L
O
Qd
S
k
z
v
U
V
C
C
C
w—V)0
N N 01
X
mZ00
a 30
o�
L
L
N
N_
W

F .9 L AL
A� SLRL
U➢LL`SLL VILL`.}LL UilLLJLL VSLLyLL VLLLy LL UOLLSGL USLLSLL
y s ale •n
3 owlk/' yr
ww
MA
14
r:
r � i
61�
� O
i'
`e �J
- p
n
�VEL9LE MUM 09ML£ 04ZL9L£ MUM 06LL9LE 094L9L£
in N
o c
F.9L AL

February 1, 2010
Campbell Brothers Investments, LLC
Post Office Box 637
Elizabethtown, North Carolina 28337
Attention: Mr. Wesley Campbell
Reference: Stormwater Testing;
Minuteman food Mart #31
106 Southport Supply Road
Brunswick County, North Carolina
S&ME Project No. 1068-10-003
Dear Mr. Campbell:
S&ME, Inc. is pleased to provide this report for storniwater testing services at the above -
referenced site. S&ME was requested by Mr. Branch Smith, P.E. of GS Engineering
Services on your behalf to perform these services in preparation for the planned site
improvements. S&ME has conducted these services in general accordance with S&ME
Proposal 00.8A-09 dated December 31, 2009.
[PROJECT BACKGROUND
The project site is located at the northwest corner of Stone Chimney Road and NC
Highway 211 in Supply, North Carolina. The site is currently an undeveloped Marcel that
is relatively flat and has been recently mowed. A site plan showing the proposed
development, including the proposed infiltration basin anti stormwater testing locations
(B-1 and B-2), was provided by Mr. Smith. The two stormvvater test locations were
staked in the field by others prior to our mobilization to the site.
FINDINGS
Our stormwater testing consisted of two tasks — a seasonal high water table evaluation
and hydraulic conductivity testing. The seasonal high water table evaluations were
performed on January 13, 2010 by advancing hand auger borings to depths ranging from
approximately 35 to 40 inches below the existing ground surface at the test locations
staked in the held.
Soils ;were evahiated tinder the guidance of a Licensed Soil Scicrltist for evidence of
seasonal high water table influence, This evaluation involved looking; at the actual
moisture content in the soil and observing the matrix and mottle colors. Depending on
the soil texture, the soil color will indicate processes that are driven by seasonally high
water table fluctuations, such as iron reduction and oxidation and organic matter staining.

Stormwater Testing Services S&ME Project No. 1068-10-003
Minuteman Food Mart #31. Supply. North Carolina February 1 2010
A hand auger boring profile sheet, which provides a description ol'the observed soil
horizons and the determined seasonal high water tables, has been included with this
report.
Tlie soils at the test locations were observed to range from a sandy loam to a sandy clay
loam. The seasonal high water table was determined to be approximately 20 inches and
25 inches below the existing ground surface at locations B-1 and 13-2, respectively.
These depths were verified by Mr. Vincent Lewis, Division of Water Quality, on January
26, 2010 during a site meeting coordinated and attended by Mr. Branch Smith of GS
Engineering Services, PLLC. See Table 1 below for the seasonal high water table depth
at the test locations. The hand auger borings were continued to determine the depth of
actual groundwater, .vhich was encountered at 28 and 27 inches below the existing
ground surface at 13-1 and B-2, respectively.
S&ME performed the in -situ soil hydraulic conductivity testing by using a compact
constant head permeameter at the test locations. A ]land auger boring was advanced to a
depth of approximately 6 inches below the existing ground surface with a 3-111ch diameter
bucket. The water dissipating unit was lowered to the bottom of the hole, and water was
dispensed from the pernleameter. The Nvater was allowed to move through the unit until
steady-state flow was achieved, and then flow rates were recorded. The last three
measurements were averaged to achieve the most representative value to express the
saturated hydraulic conductivity. The depth interval of the tests corresponded to a layer
of material approximately 6 inches thick at the selected testing depths. The permeability
rates were calculated as being 1.12 and 0'29 inches per hour at 13-1 and B-2, respectively.
See the Table 1 below for the hydraulic conductivity rate at the test location.
TABLE 1
TEST
LOCATION
SEASONAL HIGH
WATER TABLE
(inches bela��;� sux•face
HYDRAULIC
CONDUCTIVITY
RATE
TESTING
INTERVAL
(inches below surface
B-1
20 inches
1.12 inches/hour
0 to 6 inches
B-2
25 inches
0.29 inches/hour
0 to 6 inches
See Figure 1 (attached) for the approximate test location.
Please note that the seasonal high water table evaluation is based on Secondary evidence
and not on direct groundwater level measurements. Groundwater levels fluctuate for
numerous reasons, and these findings do not indicate that groundwater levels have not or
will not rise above the noted depths.

Stormwater Testing Services S&ME Project No. 1068-10-003
Min,Mteman Food Mart #31, Supply. North Carolina Fehruary1. 2010
Closing
S&ME appreciates the opportunity to provide these services to you. If you have any
questions, please contact us -
Sincerely,
S&MIS, Inc.
Paul Masten
Project Manager
PAMAPW/jns
Robert P. Willcox, Jr., L.S.S.
Soil Scientist
Attachments: Figure I — Approximate Test Location Sketch
Soil Boring Profiles
3

TABLE I
Seasonal High Water Table Evaluations
Soil .Descriptions
Minuteman Food Mart ##31
Supply, North Carolina
S&1%4E Project No. 1068-10-003
Matrix
Mottle
1}epth
HueNalue
HueNalue
Location Horizon
Inches
/Chroma
/Chroma
B-1 A
0-7
2.5 Y 3/1
E
7-25
2.5Y 6/3
nit
25-35+
2.5Y 6/2
10YR 5/8
Texture/Structure
Sandy loam, weak sub -angular
blocky
Sandy loans, weak sub -angular
blocky
Silt loam, moderate sub -angular
blocky
Seasonal High Water Table = 20" below the existing ground surface. Groundwater observed at
28" below the existing ground surface.
13-2 A
0-6
2.5Y 3/1
Sandy loam, weak sub -angular
blocky
E
6-10
2.5Y 6/3
Sandy loam, weak sub -angular
blocky
Bt
10-24
2.5Y 5/4
Sandy clay loam, moderate blocky
Btg
24-40+
2.5Y 6/2
2.5Y 5/4 Sandy clay loam, moderate sub-
5YR 5/8 angular blocky
2.5Y 6/1
Seasonal High Water Table = 25" below the existing grouted surface. Groundwater observed at
27" below the existing ground surface.

��•frf lrf l �r F� � -�
t Y
it
It
f• � f d �"S � f v � I' 7 � 4i � Q
QC
� 'Y t l c77lt: � IIy�Y i } :•� i®. it fL �
T�^� , "�r „. .r• ' r_ ' •, —^ice~ Yr Q� '! ; F�S� I Y } f s1'1 GY QC —J 4Z Uj . f°`,�,% £ s f � t ,¢•1 r ,a•�d9"`, s� N ' • 5I . 3 1�, tlz`,Ij 4 LL ruc1
'•`� _u �/ W, ee' d ��.] .�YY t`` ►, - ,iY(� I CRY i• It t (Rt1� !/�/�N+��r{{ O Q �U
Z OL i n
f`+mod
s ' � ;; r • + � n -1�i �1V1 �A.- Y [fit `i ; � � it I pQui
-+%. 't ti y
alljitt ff
,t i •Y Yi i{i dji ! I
t } YL # "• Y 7
� + ��j ���i•t �� Q p
t I ,
all
OMIT
sy
ui
"i
c3
A1:r ice: CU•i.a .,, t
lu
� t1
1j a�

34�
fiq
L
m
At, 11, 4
4t
f
• Brunswick af\ oulf
,,Parke? fA
IP
M
S U
717
Concord Cb
- Ue Mb
\J1
A
LL_
4L
oc
'of
j
Ak
avArP Loco

u T I m 8 2 I I 2
F�a a A f P Y M42 y P P Y P A t Y M
98�
�x al sFs Y s '*
raw in
$' �R+w�i a qg ti�aa°
■y
N8 4F� 4 4gga
B
$�
PROPERTY ADDRESS: 106 S0UTNP0RT3UPPLY RD, SUPPLY, NC 28862
�� xwnoowur MINUTEMAN Yw„r �ww. GRADING �[AMIIELL BROTNERS INVESTMENTS, LLC ��� O{{N61NEEENOaxPErF06D MART #31 & P.O.DRAINAGE PLAN PLANT ROAD wwomar.I �Wa2=xoR TELL. a°m0a0aP�0°w0 MOEEi.vo�000a C-4
ELIZAPETNTOWN, NC PA1aT s...1111a\YII. w: PYei

Scott, Georgette
From: Russell, Janet
Sent: Thursday, March 18, 2010 2:52 PM
To: Scott, Georgette
Subject: FW: RE: Re: Fw: SW8 100212 RE: FW: Minuteman Food Mart #31
Here's the email chain I have on this project. Just FYI.
From: Branch Smith [mailto: bra [e-mail]]
Sent: Thursday, March 04, 2010 4:30 PM
To: Janet Russell
Subject: Fw: RE: Re: Fw: SW8 100212 RE: FW: Minuteman Food Mart #31
Janet,
The applicant/owner, Wesley Campbell, wants to move forward with the Express Review. Can you give me a meeting
date?
Branch
------ Forwarded Message ------
From: "Wesley Campbell" <[e-mail]>
To: "'Branch Smith"' <branch @gs3-gse. com>
Sent: 3/4/2010 4:10:05 PM
Subject: RE: Re: Fw: SW8 100212 RE: FW: Minuteman Food Mart #31
Branch,
I spoke to Dad and he wants to move forward with the Express approval on the storm water. We all feel like we need to
start before June 15cn
Let me know when you need a check for the express option fee.
Thanks,
Wesley Campbell
P.O. Box 39
Elizabethtown, NC 28337
[phone] Ext. 240
From: Branch Smith [mailto:[e-mail]]
Sent: Thursday, March 04, 2010 2:38 PM
To: Wesley Campbell
Cc: gs3
Subject: Re: Re: Fw: SW8 100212 RE: FW: Minuteman Food Mart #31
Importance: High
Wesley-

Bruns Co has to sign off before we can do anything and they have to have all State permits including State Stormwater,
so we wouldn't be able to start anything until they're all in! This also includes building inspections and fire marshall
approval. Helen didn't say much about the lighting issue w/ or Wout LEDs - all she suggested is to go back to the original
plan and meet the ordinance just to get the project constructed_ She said, then you could go back and change the lighting
and by then they may have re -written the ordinance. It sounds a little vague and I personally don't think they are going to
there ordinance changed anytime before you want to get started. We may want to all get together and call Helen about
the lighting to see which way to go ...... plus we can discuss the Express Stormwater option in person.
We can meet Monday or Tues next week?
Branch
------ Original Message ------
From: "Branch Smith" <[e-mail]>
To: "Branch Smith" <[e-mail]>;"Wesley Campbell" <[e-mail]>
Sent: 3/4/2010 12:05:00 PM
Subject: Re: Fw: SW8 100212 RE: FW: Minuteman Food Mart #31
Wesley,
Joey and I are going to get a meeting with the Head over that office to discuss this matter
Branch
------ Original Message ------
From: "Branch Smith" <[e-mail]>
To: "Wesley Campbell" <[e-mail]>
Sent: 3/4/2010 11:55:00 AM
Subject: Fw: SW8 100212 RE: FW: Minuteman Food Mart #31
Ok Wesley -
Got some bad news. The State stormwater review is 75 days out. They have 90 days by law. So we may not get a State
Stormwater permit until June. We thought they were all sitting around waiting for some work to come in, but that's not the
case. Only option is to pay for the Express Review and then we would have a permit by April 15. Its an additional $3500
though. June may not be bad for you if the bidg plans and other permits are holding you up??
We'll wait to hear your call.
Branch
------ Forwarded Message ------
From: "Naugle, Mary" <[e-mail]>
To: "Branch Smith" <branch @gs3-gse. com>
Sent: 3/4/2010 9:48:40 AM
Subject: SW8 100212 RE: FW: Minuteman Food Mart #31
Branch;
This application was accepted on Feb 8, 2010.
I have about 10 in front of this one. We are about 75 days out on reviews in the regular program. If your
applicant would like express, please contact Janet Russell at 910-796-7421 or janet.russellgncdenr.gov.

As Kelly mentioned below: "We need all of the information on the plans to be on a stamped set, ..."
If information is needed to complete the application, then submit it in a complete set so that once the review
begins, there will not need to be additional information requested as this just delays your permit issuance.
Mary Jean Naugle
NC DENR Express Permitting
NC Division of Water Quality
127Cardinal Drive Extt,
Wi/mington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
marynaugle@ncdenrgov
Please note: 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.
From: Branch Smith [mailto: bra [e-mail]]
Sent: Monday, March 01, 2010 10:43 AM
To: Mary Jean Naugle
Subject: Re: FW: Minuteman Food Mart #31
Ms. Naugle:
Can you give.me an update on the review status for the referenced protect?
Thank you
-- J. Branch Smith, PE

GS Engineering Services, PLLC
PO Box 2019
1104 W Broad St
Elizabethtown, NC 28337
Phone [phone]
Fax [phone]
Cell [phone]
----- Original Message ------
From: "Johnson, Kelly" <[e-mail]>
To: "Branch Smith" <[e-mail]>
Sent: 2/25/2010 3:35:13 PM
Subject: FW: Minuteman Food Mart #31
Branch,
I got your voicemail. This project has been assigned to Mary Jean Naugle (cc'd), and she will have the latest
information. This project has been assigned number SW8 100212.
Kelly
From: Johnson, Kelly .
Sent: Monday, February 08, 2010 12:51 PM
To: 'Branch Smith'
Subject: RE: Minuteman Food Man` #31
Thanks. I give this to admin. to login to be assigned to a reviewer. We will eventually need all of the
information on the plans to be on a stamped set, but this will give the reviewer a place to start.
Kelly

From: Branch Smith [mailto:[e-mail]]
Sent: Monday, February 08, 2010 9:41 AM
To: Johnson, Kelly
Subject: Re: Minuteman Food Mart #31
Thanks!
1. Wesley Campbell is a member -manager and he was thinking of organizational officer I think as opposed to legal
ownership, so please note it as member -manager.
2. 1 attached a C-4 Grading pdf that shows the drainage area in red that you are looking for and storm inlet areas in blue.
3. A sidewalk detail is shown on attached C-5.1-5.2 pdf that shows the width as 5' which matches the plan. The only
sidewalk is around the building. And it calculates to 900 sgft instead of the 940 sgft I have listed. There used to be a little
portion around the loading dock within the parking lot, which is now gone and asphalt pavement is in its place, so total
impervious should still match. As we still make minor changes to the plan, we will submit any final changes as the review
is completed.
Thank you -
Branch
-- J. Branch Smith, PE
PO Box 2019
1104 W Broad St
Elizabethtown, NC 28337
Phone [phone]
Fax [phone]
Cell [phone]
------ Original Message ------
From: "Johnson, Kelly" <[e-mail]>
To: "[e-mail]" <[e-mail]>

Sent: 2/5/2010 3:02:36 PM
Subject: Minuteman Food Mart #31
Mr. Smith,
We received this application. I went through it this afternoon, and I have a few questions for you:
1. LLC: Wesley Smith is listed on the Secretary of State's website as being a manager, but on the application as a
secretary. I can make a by -hand correction to the application if you authorize me to do so.
2. Drainage area map: Please submit a drainage area map for the wetland showing that it will collect all of the
impervious area within the project boundary..
3. Sidewalk detail: Please submit a detail showing the width of the sidewalk.
We go through each project when it is submitted to ensure that all of the necessary documentation has been
submitted. If something has been omitted, we ask that it be submitted by COB the next weekday or we return
the application (email is fine).
'hanks,
Kelly
*** My email has changed to kelly.p.iohnson6k,ncdenr.gov
KtU�JDelvuso
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7345

Fax: [phone]
F-mail. correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.

Russell, Janet
From: Lewis,Linda
Sent: Friday, March 12, 2010 3:03 PM
To: Smith, Branch ([e-mail])
Cc: Russell, Janet
Contacts: Branch Smith
Branch:
I have done a preliminary review of the proposed Minuteman Food Mart to determine if the application is
eligible for Express review. A few minor problems to address before we can accept the project:
1. There are 4 inlets into the wetlands, of which 3 enter the wetland at a point that is closer to the outlet,
with one right across the way. Short-circuiting of the treatment device is a concern. Wetlands are one of
those treatment devices that don't work well if the incoming runoff doesn't get the benefit of all that
travel time through the wetland. Please provide only one or 2 inlets, both located as far away as
possible from the outlet to facilitate the necessary contact time.
2. Please add specific elevations to the wetlands section view on sheet C 5.2. The only elevations
currently labeled are the permanent pool and temporary pool. The rest of the elevations such as the
bottom of the deep pool and the bottom of the shallow water are currently shown as a range of
acceptable depths instead of a finite elevation.
3. It appears that you have chosen to provide "shrubs only" in the shallow land area. A minimum of 80
shrubs are required, but only 60 are shown on the plant list on sheet C 5.2. The available options for
plantings in the shallow land area are herbaceous cover only, shrubs only, or a combination of
herbaceous cover and trees. There is no option for herbaceous cover and shrubs.
4. Please add a detail of the lowered curb section in the grassed islands that allows runoff to get into CB-1
and CB-2.
5. Please show the roof drain Iccadions for the building. We deed to make sure that they are situated such
that they will ultimately drain into the wetland.
6. The plans have been sealed, but they are not signed or dated. The plans must be signed, sealed and
dated before a permit can be issued.
7. The runoff from the new required turn lane needs to be addressed under this permit as well. All built -
upon area that is being constructed as a result of this project is a common plan of development must be
considered in the application.
When you've made the requested changes and addressed the turn lane issue, please contact Janet Russell to
set up a submittal meeting.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405

910-796-7215
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.

i n I'1VA ,, I ice,-J
j o L) �" 1
I I (Z79/�
c�3 EG ineering Services, PLLC.
�o ao�
March 10, 2010
Governor Beverly Perdue
Office of the Governor
20301 Mail Service Center
Raleigh, NC 27699-0301
RE: NCDENR Permit Review — Policy vs. Practice
Dear Governor Purdue:
I am writing to you to express considerable concern regarding the practices of NCDENR employees
reviewing permit applications for development projects. In short, it appears that some NCDENR sections
are using the maximum allowed review period time in an attempt to force developers/citizens to pay
express fees to get their project reviewed in a timely. manner. Considering current economic conditions,
this practice presents itself as an unreasonable and unethical way to get five to ten times more fees for a
single permit.
Currently, building a small business structure in one of the coastal counties requires a plethora of permits
and fees. For example, a typical convenience store on a 2-acre site in Brunswick County requires the
following state permits:
iywe
■ NCDENR -Erosion Control Permit
■ NCDENR — State Stormwater Permit
■ NCDO� f — Driveway Permit
TOTAL
Fee Express Fee
$195.00 $ 945.00
i I f 111 11
50.00 50.00
$750.00 $4995.00
The erosion control permit review period is 30 days. The review period for the stormwater permit is 90
days, We recently called to check on the status of the review of a stormwater permit application which
had been submitted 15 days earlier, and were told that our review was 75 days out. The reason stated
was that there were 10 projects in line ahead of ours, but that we could request an express review if we
wanted to get it sooner. Our concern is that if there are only 10 projects ahead of ours, why is it going to
'rake their entire review staff 7.5 days each to review these projects? This represents 60 man-hours per
review, which is totally unrealistic.
GS Engineering Services, PLLC
1104 W. Broad St. l PO Box 2019
Elizabethtown, NC 28337
[phone]

Page 2 March 10, 2010
There are approximately 18 NCDENR engineers and environmental specialists in the Wilmington District
who are either in the Surface Water Section or the Express Review Section. Is it reasonable under any
circumstances for 18 employees to take 75 days to review 10 projects? To put this in perspective, over
1,000 hours of total staff time will be consumed while each project is reviewed.
In addition, NCDENR has told us that 95% of all applications require at least one additional information
request, and 50% require at least two additional information requests. Each time an information request
is sent by NCDENR, the 90-day clock restarts. The result is that a permit might be delayed for as long as
270 days if the owner does not request the express permit.
While we recognize that the staff in these two NCDENR sections certainly does more than review project
applications, there appears to be an effort to generate more revenue at the expense of businesses and
employers who are trying to grow m extremely tough economic times. And when we go to a business
owner or developer to recommend they pay seven times more for the same permit, we want to be certain
that this is the only option
These are different times, Governor Purdue. State and local government employees should be expected
to perform at their highest level during times like these. They should do everything in their power to
assist the citizens and businesses of North Carolina in achieving their goals in a timely and professional
manner. They should not be allowed to strmg projects out for protracted periods of time in order to
justify their workload or their jobs. Cutting any jobs now is not an answer, demanding efficiency and
productivity is.
I appreciate any consideration that you are able to give this matter.
Sincerely,
GS Engineering 'ces, PLLC
Joey W. Taylor, PLS, GISP
GS Engineering Services, PLLC
1104 W. Broad St. I PO Box 2019
Elizabethtown, NC 28337
[phone]

f"-eQ 1�`7�.-r I � 1� �� 5 S For DENR Use ONLY
,`�J\ r Reviewer: V Z—
�, North Carolina Department of Environment and
Natural Resources Tim: LS
NCDENR Request for Express Permit Review rime:
Confirm: apt
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity man (same items expected in the application Vackaare
of the project location. Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;alison.davidson(&-ncmai/.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203, david.lee(aamcmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patricksrropan(aancmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardisonOncmail
net
• Wilmington Region -Janet Russell 910-350-2004 or lanetrussellOncmail.net
NOTE. Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of reauest
SW
SW
SW
SW
SW
RA"o;+4)i
Project Name: MINUTEMAN FOOD MART #31 County: BRUNSWICK
Applicant: WESLEY CAMPBELL Company: CAMPBELL BROTHERS INVESTMENTS
Address: PO BOX 637 1 418 PEANUT PLANT RD City: ELIZABETHTOWN, State: NC Zip: 28337-_
Phone: [phone], Fax: _-- Email: @_
Physical Location:106 SOUTHPORT-SUPPLY RD
Project Drains into UT LOCKWOOD FOLLY RIVER waters — Water classification SC (for classification see-
hftp://h2o.enr.state.nc.us/bims/reports/reportsWB.htmi)
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N or within 1 mile and
draining to class HQW waters? N
Engineer/Consultant: J BRANCH SMITH, PE Company: GS ENGINEERING SERVICES, PLLC
Address: PO BOX 2019 1 1104 W BROAD ST City: ELIZABETHTOWN, State: NC Zip: 28337-_Y`
Phone: [phone], Fax: _-_-_, Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY MAR 1 0 2010
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE RE
By: FI7X 1 P re SS
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW (Provide permit #)]
ElHigh Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration 6 #Treatment Systems
❑ High Density -B{o-Retention _ # Treatment Systems ® High Density —SW Wetlands 1 # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with —acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopina and express meetina reauest
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US 1--.COE Approval of Delineation completed: ❑ Yes ❑ No 404 Application iri Process w/ US ALOE: ❑ 'r es ❑ fvvo Permit
Received from US ACOE ❑ Yes ❑ No
********************************************************For DENR use
Fee Split for multiple permits: (Check # 1 Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW ( HD, ❑ LD, ❑ Gen)
$ S Ob
401:
$
LOS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

February 1, 2010
Campbell Brothers Investments, LLC
Post Office Box 637
Elizabethtown, North Carolina 28337
Attention: Mr. Wesley Campbell
Reference: Stornrnater Testing
Minuteman Food Mart #31
106 Southport Supply Road
Brunswick County, North Carolina
S&ME Project No. 1068-10-003
Dear Mr. Campbell:
7�C RIVE"D
MAR 1 0 2010
RV. +°G ss
S&ME, Inc, is pleased to provide this report for stormwater testing services at the above -
referenced site. S&ME was requested by Mr. Branch Smith, P.E. of GS Engineering
Services on your behalf to perform these services in preparation for the planned site
improvements. S&ME has conducted these services in general accordance with S&ME
Proposal 008A-09 dated December 31, 2009.
PROJECT BACKGROUND
The project site is located at the northwest corner of stone Chimney Road and NC
Highway 211 in Supply, North Carolina. The site is currently an undeveloped parcel that
is relatively flat and has been recently mowed. A site plan showing the proposed
development, including the proposed infiltration basin and stormwater testing locations
(B-1 and B-2), was provided by Mr. Smith. The two stormwater test locations were
staked in the field by others prior to our mobilization to the site.
FINDINGS
Our stormwater testing consisted of two tasks — a seasonal high water table evaluation
and hydraulic conductivity testing. The seasonal high water table evaluations were
performed on January 13, 2010 by advancing hand auger borings to depths ranging from
approximately 35 to 40 inches below the existing ground surface at the test locations
staked in the field.
Soils were. evaluated under the guidance of a Licensed Soil Scientist for evidence of
seasonal high water table influence. This evaluation involved looking at the actual
moisture content in the soil and observing the matrix and mottle colors. Depending on
the soil texture, the soil color will indicate processes that are driven by seasonally high
water table fluctuations, such as iron reduction and oxidation and organic matter staining.
S&ME, INC. / 3006 Hall Waters Drive, Suite 100 / Wilmington, NC 28405-8083 / p 910.799.9945 f 910.799.9958 / www.smeinc.com

Stormwater Testing Services S&ME Project No. 1068-10-003
Minuteman Food Mart #31. Sunply, North Carolina February 1 2010
A hand auger boring profile sheet, which provides a description of the observed soil
horizons and the determined seasonal high water tables, has been included with this
report.
The soils at the test locations were observed to range from a sandy loam to a sandy clay
loam. The seasonal high water table was determined to be approximately 20 inches and
25 inches below the existing ground surface at locations B-1 and B-2, respectively.
These depths were verified by Mr. Vincent Lewis, Division of Water Quality, on January
26, 2010 during a site meeting coordinated and attended by Mr. Branch Smith of GS
Engineering Services, PLLC. See Table 1 below for the seasonal high water table depth
at the test locations. The hand auger borings were continued to determine the depth of
actual groundwater, which was encountered at 28 and 27 inches below the existing
ground surface at 13-1 and B-2, respectively.
S&ME performed the in -situ soil hydraulic conductivity testing by using a compact
constant head permeameter at the test locations. A hand auger boring was advanced to a
depth of approximately 6 inches below the existing ground surface with a 3-inch diameter
bucket. The water dissipating unit was lowered to the bottom of the hole, and water was
dispensed from the permeameter. The water was allowed to move through the unit until
steady-state flow was achieved, and then flow rates were recorded. The last three
measurements were averaged to achieve the most representative value to express the
saturated hydraulic conductivity. The depth interval of the tests corresponded to a layer
of material approximately 6 inches thick at the selected testing depths. The permeability
rates were calculated as being 1.12 and 0.29 inches per hour at 13-1 and B-2, respectively.
See the Table 1 below for the hydraulic conductivity rate at the test location.
TABLE 1
TEST
LOCATION
SEASONAL HIGH
WATER TABLE
(inches below surface)
HYDRAULIC
CONDUCTIVITY
RATE
TESTING
INTERVAL
inches below surface
B-1
20 inches
1.12 inches/hour
0 to 6 inches
B-2
25 inches
0.29 inches/hour
0 to 6 inches
See Figure 1 (attached) for the approximate test location.
Please note that the seasonal high water table evaluation is based on secondary evidence
and not on direct groundwater level measurements. Groundwater levels fluctuate for
numerous reasons, and these findings do not indicate that groundwater levels have not or
will not rise above the noted depths.

Stormwater Testing Services S&ME Project No. 1068-10-003
Minuteman Food Mart #31. Supply, North Carolina February 1 2010
Closing
S&ME appreciates the opportunity to provide these services to you. If you have any
questions, please contact us.
Sincerely,
S&ME, Inc.
Paul Masten
Project Manager
PAM: RP W/j ns
Robert P. Willcox, Jr., L.S.S.
Soil Scientist
Attachments: Figure 1 — Approximate Test location Sketch
Soil Boring Profiles

TABLE 1
Seasonal High Water Table Evaluations
Soil Descriptions
Minuteman Food Mart#31
Supply, North Carolina
S&ME Project No. 1068-10-003
Matrix Mottle
Depth
HueNalue
HueNalue
Location Horizon Inches
/Chroma
/Chroma Texture/Structure
B-1 A 0-7
2.5 Y 3/1
Sandy loam, weak sub -angular
blocky
E 7-25
2.5Y 6/3
Sandy loam, weak sub -angular
blocky
Bt 25-35+
2.5Y 6/2
10YR 5/8 Silt loam, moderate sub -angular
blocky
Seasonal High Water Table - 20" below the existing ground surface. Groundwater observed at
28" below the existing ground surface.
B-2 A 0-6 2.5Y 3/1
E 6-10 2.5Y 6/3
Bt 10-24 2.5Y 5/4
Btg 24-40+ 2.5Y 6/2
Sandy loam, weak sub -angular
blocky
Sandy loam, weak sub -angular
blocky
Sandy clay loam, moderate blocky
2.5Y 5/4 Sandy clay loam, moderate sub-
5YR 5/8 angular blocky
2.5Y 6/1
Seasonal High Water Table = 25" below the existing ground surface. Groundwater observed at
27" below the existing ground surface.

W
LD TOM
LL
, •1 C
• ' M
r`� ffi' i 1'� .► I 'g O Q
� r tt� I /n a Q O co
f ,. .� '�';`"' N� R3 r I• i � s I G I ,w z d d m
p. Imo' ,� ,� • •x ,4N``:.. ' .. ��..,'1 i., I I ( F 0 Z
1OWO
LU . LU
Z CL �d
+. is ,• ? Lan,."
W O VJ d
Ile—.P `.� § s e; •. c.••- ..yl._, ' �i I I a U) z W
�.�,I i fn'.� OII f
• t-y1 •- 1 I I c
r �1 = A 4• I "�fi, 1� I
EL
co
t
CO)
Ff
Is-
aaJ� ii ai j � �111}; • l� I F'
i I!
Ir I,t
cz
$ 1
y 91
j ,, i• f ' I f� Z e••
to m
W C
W
4 Jim
,
.ail .z iu.n► i I ry,
It j r• i � I [ �
s� ('___ I I f I
I
as°;ice I a ! t
I =i - CL
; '• ;'; I
I A
I

BRUNSWICK ELECTRIC A Touchstone Energy'
Membership Corporation Cooperative
January 12, 2010
Mr. Branch Smith, PE
1104 W Broad S
PO Box 2019
Elizabethtown, NC 28337
Reference: Campbell Brothers Investments
To Whom It May Concern:
This letter is official authorization from BEMC to Campbell Brothers Investments
to use the BEMC right-of-way easement at the intersection of Stone Chimney Rd
and Hwy 211 legal description being PIN# 1680007608. Db 2167, Pg 298.
The following conditions shall be adhered to within the BEMC easement.
I. No tall structures, trees, etc of any type within 30 feet of the aerial
conductors.
2. No structures, trees, etc planted directly underneath the aerial lines.
3. Only low growing vegetation outward of the aerial lines.
Please contact us if you have other questions or concerns regarding these
requirements.
Regards,
Rodney Scruggs
System Engineer
cc
Dana Maudin
Glenn Owens
MAR 1 0 2010
1..i �.IP

Naugle, Mary
From:
Naugle, Mary
Sent:
Thursday, March 04, 2010 9:49 AM
To:
Branch Smith
Cc:
Naugle, Mary
Subject:
SW8 100212 RE: FW: Minuteman Food Mart #31
Branch;
This application was accepted on Feb 8, 2010.
1 have about 10 in front of this one. We are about 75 days out on reviews in the regular program. If your applicant
would like express, please contact Janet Russell at 910-796-7421 or [e-mail].
As Kelly mentioned below: "We need all of the information on the plans to be on a stamped set, ..."
If information is needed to complete the application, then submit it in a complete set so that once the review begins,
there will not need to be additional information requested as this just delays your permit issuance.
Mary Jean Naugle
NCDENR Express Permitting
IVC Division of Water Quality
127Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
mart'. naugle @ncdenr. �o v
Please note: 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.
From: Branch Smith [mailto:[e-mail]]
Sent: Monday, March 01, 2010 10:43 AM
To: Mary Jean Naugle
Subject: Re: FW: Minuteman Food Mart #31
Ms. Naugle:
Can you give me an update on the review status for the referenced project?
Thank you
-- J. Branch Smith, PE
GS Engineering Services, PLLC
PO Box 2019
1104 W Broad St
Elizabethtown, NC 28337
Phone [phone]
Fax [phone]
Cell [phone]
------ Original Message ------
From: "Johnson, Kelly" <[e-mail]>
To: "Branch Smith" <[e-mail]>

Sent: 2/25/2010 3:35:13 PM
Subject: FW: Minuteman Food Mart #31
Branch,
I got your voicemail. This project has been assigned to Mary Jean Naugle (cc'd), and she will have the latest
information. This project has been assigned number SW8100212.
Kelly
From: Johnson, Kelly
Sent: Monday, February 08, 2010 12:51 PM
To: 'Branch Smith'
Subject: RE: Minuteman Food Mart #31
Thanks. I give this to admin to login to be assigned to a reviewer. We will eventually need all of the information on the
plans to be on a stamped set, but this will give the reviewer a place to start.
Kelly
From: Branch Smith [mailto:[e-mail]]
Sent: Monday, February 08, 2010 9:41 AM
To: Johnson, Kelly
Subject: Re: Minuteman Food Mart #31
Thanks!
1. Wesley Campbell is a member -manager and he was thinking of organizational officer I think as opposed to legal
ownership, so please note it as member -manager.
2. 1 attached a C-4 Grading pdf that shows the drainage area in red that you are looking for and storm inlet areas in blue.
3. A sidewalk detail is shown on attached C-5.1-5.2 pdf that shows the width as 5' which matches the plan. The only
sidewalk is around the building. And it calculates to 900 sgft instead of the 940 sgft I have listed. There used to be a little
portion around the loading dock within the parking lot, which is now gone and asphalt pavement is in its place, so total
impervious should still match. As we still make minor changes to the plan, we will submit any final changes as the review
is completed.
Thank you -
Branch
-- J. Branch Smith, PE
PO Box 2019
1104 W Broad St
Elizabethtown, NC 28337
Phone [phone]
Fax [phone]
Cell [phone]
------ Original Message ------
From: "Johnson, Kelly" <[e-mail]>
To: "[e-mail]" <[e-mail]>
Sent: 2/5/2010 3:02:36 PM
Subject: Minuteman Food Mart #31
Mr. Smith,

We received this application. I went through it this afternoon, and I have a few questions for you:
1.) LLC: Wesley Smith is listed on the Secretary of State's website as being a manager, but on the application as a
secretary. I can make a by -hand correction to the application if you authorize me to do so.
2.) Drainage area map: Please submit a drainage area map for the wetland showing that it will collect all of the
impervious area within the project boundary.
3.) Sidewalk detail: Please submit a detail showing the width of the sidewalk.
We go through each project when it is submitted to ensure that all of the necessary documentation has been
submitted. If something has been omitted, we ask that it be submitted by COB the next weekday or we return the
application (email is fine).
Thanks,
Kelly
*** My email has changed to kellv.n.iohnsondMncdenr.eov
PGe1,1 W0hlA,SOVL
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, RAC 28405-3845
Office: 910.796.7345
Fax: [phone]
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.

Johnson,Kelly
From: Johnson, Kelly
Sent: Monday, February 08, 2010 12:51 PM
To: 'Branch Smith'
Subject: RE: Minuteman Food Mart #31
Thanks. I give this to admin to login to be assigned to a reviewer. We will eventually need all of the information on the
plans to be on a stamped set, but this will give the reviewer a place to start.
Kelly
From: Branch Smith [mailto:[e-mail]]
Sent: Monday, February 08, 2010 9:41 AM
To: Johnson, Kelly
Subject: Re: Minuteman Food Mart #31
Thanksl
1. Wesley Campbell is a member -manager and he was thinking of organizational officer I think as opposed to legal
ownership, so please note it as member -manager.
2. 1 attached a C-4 Grading pdf that shows the drainage area in red that you are looking for and storm inlet areas in blue.
3. A sidewalk detail is shown on attached C-5.1-5.2 pdf that shows the width as 5' which matches the plan. The only
sidewalk is around the building. And it calculates to 900 sgft instead of the 940 sgft I have listed. There used to be a little
portion around the loading dock within the parking lot, which is now gone and asphalt pavement is in its place, so total
impervious should still match. As we still make minor changes to the plan, we will submit any final changes as the review
is completed.
Thank you -
Branch
-- J. Branch Smith, PE
PO Box 2019
1104 W Broad St
Elizabethtown, NC 28337
Phone [phone]
Fax [phone]
Cell [phone]
------ Original Message ------
From: "Johnson, Kelly" <[e-mail]>
To: "[e-mail]" <engineering @gs3-gse. com >
Sent: 2/5/2010 3:02:36 PM
Subject: Minuteman Food Mart #31
Mr. Smith,

We received this application. I went through it this afternoon, and I have a few questions for you:
1.) LLC: Wesley Smith is listed on the Secretary of State's website as being a manager, but on the application as a
secretary. I can make a by -hand correction to the application if you authorize me to do so.
2.) Drainage area map: Please submit a drainage area map for the wetland showing that it will collect all of the
impervious area within the project boundary.
3.) Sidewalk detail: Please submit a detail showing the width of the sidewalk.
We go through each project when it is submitted to ensure that all of the necessary documentation has been
submitted. If something has been omitted, we ask that it be submitted by COB the next weekday or we return the
application (email is fine).
Thanks,
Kelly
*** My email has changed to kellv.a.6ohnson0ncdenr.eov
K-eI.I.WA KSOln.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7345
Fax: [phone]
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.

uoilVrae mid 01�n,f,,ol 6�� emx Y1'WpaM13X1•lll3 LtCYa ]N'WAO1N13XOzfl3
I'S eaoua:u:na eiwroana i'�as3ovouexsox moa {Na Xircrv3dnv S11V134 x�12* ladW 400� i�
a aaixX
'J'I'Id �S3011Itl33 ONIV33NION390 „,, 5o ]T'S1Z.3ANISa3H10aS T3SdNV3 3SVNIVaa 9 911S NVW31f1N IW _Xar„
°310" fBL iara Xaxa oN
79VI2 7N'Aldd14'Oa A1ddOS•1a0d1100S 301 '-SS3aaaV A NUONd
K2
00 ^�
6(g a
b 8� gg e•� will a
fill s
4
a
m
3
3
a
§+g�ill i;ip if
€dti &I it
all,
b lait .
w'�° Xnn� n�aiow .iw w_oxro
��XeF i Ix '11,
IN
Iho
stxt
r
4�
X�
pu me � NIM IfJ1Y0 lYOYX! INdO aa�19NM 9
I Y tl
•'`mil a �' i � �
i g
an.��,w coXaere on�ixwxa�xi wra

$�51
i
4F$}S�
fi 3
i
Ar
11J7Nr/Y�pl�, I
I
•_� J �
x�y�i I.
PROPERTY ADDRESS: 106 SOUTHPORTBUPPLY RD. SUPPLY. NC 20462
Lv MINUTEMAN xaTM�w! GRADING �J�CAXPBELLBROTHE6 INVESTMENTS, LLc IJ E OEENOINECgING SERYICE�ePLLOl�
FOOD MART #31 GS" !I
DRAINAGE PLAN A10REuui'LL"NC283 nwxexaosT.Ir.o.. axo 9,...eo cat:ssxaee., C 4
ELZABETxioxN. Nc zesaT euaaTxroxx. xc avav �� vn+e:ae°io n:u: na-zeuni

Project Name: III - Reviewer: s.Date:
Project Received Date: Acce ted/Re'e to circle one
Project Location: ro Add info required (ye o), Date received: a._
Rules) Subject (check all that apply):,

GS Engineering Services, PLLC.
1104 W Broad Street
P.O. Box 2019
Elizabethtown, NC 28337
[phone]
Fax [phone]
enaineerinoCa_gs3-cgse.com
TO: Division of Water Qua
NCDENR
127 Cardinal Dr Extension
Wilmington, NC 28405-3846
[phone]
OIEOEO OF 7 o A OOLIUIJMAL
DATE 2. v ®
JOB NO.
ATTENTION Coastal Stormwater Regular Review
PHONE #
910 796-7215
RE:
Minuteman Food Mart Store #31
Campbell Brothers Investments, LLC
Supply, NC
COPIES
DATE
NO.
DESCRIPTION
2
Stormwater Permit Application
1
$505 Permit Fee Check
1
Su lement Form
1
O&M Agreement
1
Articles of Incorporation for LLC_
1
Narrative and Calculations
2
Site Construction Plan Sets
REMARKS: Please let me know if you need anything else.
�912009 to
COPY TO: File SIGNED: J.'ranch Smith. PE

SOSID: 676633
Date Filed: 5/27/2003 3:34:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200314700138
State of North Carolina
Department of the Secretary of State
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
I . The name. of the limited liability company is: Campbell Brothers Investments, LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which
the limited liability company is to dissolve:
3. The name and address of each person executing these articles of organization is as
follows: Scoti L. Ussery, Post Office Drawer 130, Elizabethtown, N.C. 28337,
Organizer
4. The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 418 Peanut Plant Road
City, State, Zip Code: Elizabethtown, N.C. 28337 County: Bladen
5. The mailing address if different from the street address of the initial registered office is:
Post Office Box 637, Elizabethtown, N.C. 28337
6. The name of the initial registered agent is: Brian D. Campbell
7. Check one of the following:
ffi (i) Member -managed LLC: all members by virtue of their status as members
shall be managers of this limited liability company.
(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-
20(a), the members of this limited liability company shall not be managers by virtue of
their status as members.
8. Any other provisions which the limited liability company elects to include are attached.
See Attached Schedule "A".
FEB 4I-ogo

9. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 22nd day of May, 2003.
Scoti L. ssery, Organ'z

Brian Dixon Campbell
Christopher McQueen Campbell
Wesley S. Campbell
Dallas McQueen
Schedule "A"
- Member -manager
- Member -manager
- Member -manager
- Member -manager

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet
State Soil Scientist Confirmation Visit dateltime:
Project Name: Minuteman Food Mart Store #31 Co nty: Brunswick
Street Address: 106 Southport -Supply Rd, Supply, NC
Directions from the nearest intersection of two major roads: US 17 S to Hwv 211
and Site is 2000 ft on left. Its vacantloaen field
>1 acre being disturbed? ®YES ❑NO CAMA Major required? ❑YES ®NO
Consultant Name: Branch Smith, PE Phone: [phone]
Consultant Firm Name: GSE
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
26.10
25.60
b Proposed Bottom Elevation
c Difference a minus b
d Add 2 ft. Min. Bore Depth)
e Hardpan Depth?
Approx. Elev. Of SHWT
Max. lowest bottom elev.
h Infiltration Rate OK?
i Confirmation of SHWT
For projects requiring more than 5 hand borings, manpower or equipment to
conduct the excavation must be provided by the consultant.
*State Soil Scientist Use ONLY
Comments
uhc
Required Attachments: '
1. Legible vicinity map.
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin4rench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils ,Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S.\WQS\STORMWATER\FORMS\infiltration site visit
ReviseX,
JAN 1 9 2010
BY:

99L0-6ZPRZ OX `gu'(qJC �YIYVJ
99L xoff) 'O v
Buz-ylw, acoFj QaG

4
1 IT
PROPERTY ADDRESS: 106 SOUTHPORT-SUPPLY RD, 31
�Mll-�ilmCll
MINUTEMAN
FOOD MART *31
T
""SMENT r
SITE LAYOUT
11 CAWBELLBROnIERS1 LmllIGSE as-mm�SERVImpucli
P-M 8"
637
EUZANTHTMK NC 2BB37 C-3

Russell, Janet
From: Branch Smith [[e-mail]]
Sent: Tuesday, January 19, 2010 3:06 PM
To: Russell, Janet
Cc: Lewis, Vincent
Subject: Re: RE: infiltration site request for Vincent Lewis
Attachments: ATT00001 Jpe; INFILTRATION SITE VISIT REQUEST-rev.doc; Site and Soil Test Map.pdf
Janet and Vincent,
Here is the requested Info. The soil borings are staked on the site. Please let me know when you will schedule a visit.
S&ME will provide this report to me Wed morning which I will forward to you both.
Here are the preliminary results of the stormwater testing for the Minuteman Food Mart #31
B-1: SHWT = 25"
1.12 in/hour
B-2: SHWT = 24"
0.29 in/hour
Thank you.
-- J. Branch Smith, PE
PO Box 2019
1104 W Broad St
Elizabethtown, NC 28337
Phone [phone]
Fax [phone]
Cell [phone]
------ Original Message From: "Russell, Janet" <[e-mail]>
To: "Branch Smith" <[e-mail]>
Sent: 1/19/2010 8:45:34 AM
1

Subject: RE: infiltration site request for Vincent Lewis
Branch:
The latest infiltration site visit form is attached. Vince needs the site visit form, a site map showing the boring locations
as well as the proposed stormwater treatment locations, a vicinity map with road names sufficient to pinpoint the site
and a soils report. It is important to use the latest infiltration site visit request so that he can record his findings on that
form.
Thanks,
Janet
From: Branch Smith rmailto:[e-mail]
Sent: Monday, January 18, 2010 4:54 PM
To: Janet Russell
Subject: infiltration site request for Vincent Lewis
Janet -
I have an old request form but hopefully this will get you what you need. I'd appreciate an updated site request form if you
can send me one. Here's the email I received from Paul Masten regarding the soils report. He is preparing a pdf
currently. Do you or Vincent still need the report?
Thanks
Branch
910-264-1071
Branch,
Here are the preliminary results of the stormwater testing for the Minuteman Food Mart #31
B-1: SHWT = 25"
1.12 in/hour
B-2: SHWT = 24"
0.29 in/hour
Paul Masten, LEED®-AP
S&ME- Wilmington Branch
3006 Hall Watters Drive, Suite 100
Wilmington, NC 28405
910-799-9945 phone
910.799-9958 fax
910-616.1085 mobile
[e-mail]

January 19, 2010
Campbell Brothers Investments, LLC
Post Office Box 637
Elizabethtown, North Carolina 28337
Attention: Mr. Wesley Campbell
Reference: Stormwater Testing
Minuteman rood Mart ##31
106 Southport Supply Road
Brunswick County, North Carolina
S&ME Project No. 1068-10-003
Dear Mr. Campbell:
JAN 2 0 ZM
S&ME, Inc. is pleased to provide this report for stormwater testing services at the above -
referenced site. S&ME was requested by Mr. Branch Smith, P.E. of GS Engineering
Services on your behalf to perform these services in preparation for the planned site
improvements. S&ME has conducted these services in general accordance with S&ME
Proposal 008A-09 dated December 31, 2009.
PROJECT BACKGROUND
The project site is located at the northwest corner of Stone Chimney Road and NC
Highway 211 in Supply, North Carolina. The site is currently an undeveloped parcel that
is relatively flat and has been recently mowed. A site plan showing the proposed
development, including the proposed infiltration basin and stormwater testing locations
(B-1 and B-2), was provided by Mr. Smith. The two stormwater test Iocations were
staked in the field by others prior to our mobilization to the site.
FINDINGS
Our stormwater testing consisted of two tasks — a seasonal high water table evaluation
and hydraulic conductivity testing. The seasonal high water table evaluations were
performed on January 13, 2009 by advancing hand auger borings to depths ranging from
approximately 35 to 40 inches below the existing ground surface at the test locations
staked in the field.
Soils were evaluated under the guidance of a Licensed Soil Scientist for evidence of
seasonal high water table influence. This evaluation involved looking at the actual
moisture content in the soil and observing the matrix and mottle colors. Depending on
the soil texture, the soil color will indicate processes that are driven by seasonally high
water table fluctuations, such as iron reduction and oxidation and organic matter staining.

600Z/8Z/6
wlq •;inu jap/sdL,uu/uzoo • ouXlunooutidnp • s T2//: d;lu
suo!lclo uojeas ajoW
aagwnN laoaed
paaa I aaumo I jagwnN;un000y
N
6zzscoZ:xa
jagwnN ;un000y ja;uEj
dlGH I;UI.1cc7 (�:, +::�? I �'�s3i, -� deb I qTF?a� S .3lPPV I uaJFeac,,!swrd
s
i jo i a nd SIJ A4unoo uildna

Stormwater Testing Services SBME Project No. 1068-10-003
Minuteman Food Mart #31. Supply. North Carolina Janua!y 19 2010
A hand auger boring profile sheet, which provides a description of the observed soil
horizons and the determined seasonal high water tables, has been included with this
report.
The soils at the test locations were observed to range from a sandy loam to a sandy clay
loam. The seasonal high water table was determined to be approximately 25 inches and
24 inches below the existing ground surface at locations B-1 and B-2, respectively. See
Table I below for the seasonal high water table depth at the test locations. The hand
auger borings was continued to determine the depth of actual groundwater, which was
encountered at 28 and 27 inches below the existing ground surface at 13-1 and B-2,
respectively.
S&ME performed the in -situ soil hydraulic conductivity testing by using a compact
constant head permeameter at the test locations. A hand auger boring was advanced to a
depth of approximately 6 inches below the existing ground surface with a 3-inch diameter
bucket. The water dissipating unit was lowered to the bottom of the hole, and water was
dispensed from the permeameter. The water was allowed to move through the unit until
steady-state flow was achieved, and then flow rates were recorded. The last three
measurements were averaged to achieve the most representative value to express the
saturated hydraulic conductivity. The depth interval of the tests corresponded to a layer
of material approximately 6 inches thick at the selected testing depths. The permeability
rates were calculated as being 1.12 and 0.29 inches per hour at 13-1 and B-2, respectively.
See the Table 1 below for the hydraulic conductivity rate at the test location.
TABLE 1
TEST
LOCATION
SEASONAL HIGH
WATER TABLE
inches below surface
HYDRAULIC
CONDUCTIVITY
RATE
TESTING
INTERVAL.
inches below surface
B-1
25 inches
_
1.12 inches/hour
0 to 6 inches
B-2
24 inches
0.29 inches/hour
0 to 6 inches
See Figure 1 (attached) for the approximate test location.
Please note that the seasonal high water table evaluation is based on secondary evidence
and not on direct groundwater level measurements. Groundwater levels fluctuate for
niunerous reasons, and these findings do not indicate that groundwater levels have not or
will not rise above the noted depths.
Closing
S&ME appreciates the opportunity to provide these services to you. If you have any
questions, please contact us.
JAN202010
BY:

600Z/8Z/6
wlq • ljnu j op/sdL,uz/cuoo • ou,Klunooutidnp • s'OH: dllq
dlaw I ilu
suoi; p yoaeas ajow
jagwnN 190Jed
I paaa I aau—mo I aagwnN jun000y
+2
6ZZ8£bZ:xe
jagwnN;un000y ja;u3
I jo I aBv j SIJ Xjunoo uildnQ

Stormwater Testing Services S&ME Project No. 1068-10-003
Minuteman Food Mart #31. Supply. North Carolina January 19 2010
Sincerely,
S&W, Inc.
Paul Masten Martin Mabe
Project Manager Soil Scientist
PAM:RPWJjns
Attachments: Figure 1 — Approximate Test Location Sketch
Soil Boring Profiles

600Z/8Z/6gwZdztmi[buzqqSoggi�bl iZ)S)/9aMSIJloauuoD/uzoo•/,Iunoo-japuod-STOH:dllu
ZI Jo 8 32ed SI 103UUOD

Stormwater Testing Services S&ME Project No. 1068-10-003
Minuteman Food Mart #31. Supply. North Carolina January 19 2010
Sincerely,
S&ME, Inc.
Patd Masten Martin Mabe
Project Manager Soil Scientist
PAM:MM/jns
Attachments- Figure 1 — Approximate Test Location Sketch
Soil Boring Profiles
JAN 2 0 2010
BY:

600Z/8Z/6Zd��^�IfbuzLiLiSoSS����iZ)S)/9aMSI)Ioouuoo/woo-,44unoo-zapuod•s'OH:dllq
ZI J0 6 32ud SIDPOUu03

TABLE 1
Seasonal High Water Table Evaluations
Soil Descriptions
Minuteman Food Mart #31
Supply, North Carolina
S&ME Project No. 1068-10-003
Matrix Mottle
Depth
Hue/Value
Hue/Value
Location Horizon
Inches
/Chroma
/Chroma Texture/Structure
B-1 A
0-7
2.5 Y 3/1
Sandy loam, weak sub -angular
blocky
E
7-25
2.5Y 6/3
Sandy loam, weak sub -angular
blocky
Bt
25-35+
2,5Y 6/2
1OYR 5/8 Silt loam, moderate sub -angular
blocky
Seasonal High Water Table = 25" below the existing ground surface. Groundwater observed at
28" below the existing ground surface.
B-2 A 0-6 2.5Y 3/1
E 6-10 2.5Y 6/3
Bt 10-24 2.5Y 5/4
Btg 24-40+ 2.5Y 6/2
Sandy loam, weak sub -angular
blocky
Sandy loam, weak sub -angular
blocky
Sandy clay loam, moderate blocky
2.5Y 5/4 Sandy clay loam, moderate sub-
5YR 5/8 angular blocky
2.5Y 6/1
Seasonal IIigh Water Table = 24" below the existing ground surface. Groundwater observed at
27" below the existing ground surface.

600Z/8Z/6 •'•/IInu3aQ/((SSwZdztim!! bwquSaggi�bI iZ)S)/gaMSIf,)jaauuoJ/uzoa �unoo-zapuad•sig//:dllu
Z i jo Z i And sl[goauuo2D

a
m
Ma
Sz z
0 0
1
0
vil
-M-
Vol wom(ls
3 Ca)z8
m z0Cju
C)z
z c I
z�nv�,
Pa�z
o -
m n C -�
a o
C
z
a
0

E-Filed Annual Report
-1-0-5651027
LIMITED LIABILITY COMPANY For year 2009
ANNUAL REPORT Do not data enter manually.
� n
you vRA
NAME OF LIMITED LIABILITY COMPANY: Campbell Brothers Investments, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0676633
NATURE OF BUSINESS: Real Estate Investements
REGISTERED AGENT: Campbell, Brian
REGISTERED OFFICE MAILING ADDRESS: P.O. Box 637
Elizabethtown, NC 28337
REGISTERED OFFICE STREET ADDRESS: 418 Peanut Plant Road
Elizabethtown, NC 28337 Bladen County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: P. O. Box 637
Elizabethtown, NC 28337
PRINCIPAL OFFICE STREET ADDRESS: 418 Peanut Plana Road
Elizabethtown, NC 28337
MANAGERS/MEMBERS/ORGANIZERS:
Name: Chris Campbell
Title. Manager
Address:
P.O. Box 637
Elizabethtown, NC 28337
Name: Brian D. Campbell
Title: Manager
Address:
P. O. Box 637
Elizabethtown, NC 28337
Name: McQueen Campbell
Title: Manager
Address:
P.O. Box 637
Elizabethtown, NC 28337
Name: Wesley Campbell
Title: Manager
Address:
P.O. Box 637
Elizabethtown, NC 28337
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Brian D. Campbell
FORM MUST BE SIGNED BY A MANAGER/MEMBER
Brian D. Campbell
04/23/2009
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigb, NC 27626-0525

06/14/2005
$1,130.00 s0
L
Hamm Ack ,Co My—Segister of deeds
Robeat J. Robinson
Inst i27174)2 Book 216'7 age 296
06/3.4/7.005. (12.22-501xa Rec1123(ppS �_..
%hT C­
TOTAL .JX -OK - P SPL
t
CA814' REF-9y v /%Ftl 0 074 afob
v MAP M MA PRI SUF of
NORTH CAROL D83D
STATE OF NORTH CAROLINA (Uj
10
COUNTY OF BRUNSWICK
THIS DEED, made this the ON y of Jtiae, 2005, by and between
sTMTN 0. 8 9' ilidow, party o f the first p rt, hereinafter referred
to as Grantor, and Ci11f ZZL HhOTEM ZMS LLC, of P. O. Hoi 637,
llizabethtown, NC 29337, party of the second p6rt, hereinafter referred
to as Grantee;
W NESSE TH:
THAT the Grantor, a valua coatis der paid by the Grantee,
the receipt of which is hereby ackno edged, has and by these presents
does grant, bargain, sell, and convey unto the: Grantee, its successors
and heirs and assigns, in fee simple, all that certain lot or parcel of
land situated in Lockwood Folly Township, Brunswick County, North
Carolina, and being more particularly described as follows:
BEING all of that fain tract or parcel containing
3.441 acres, morn as, fulJty described in a
survey plat da tied "Survey for
Campbell Oil i Znc.N by Lloyd R.
Walker, PLS, recorded Cabinet 2, Page 401 in
the Office of the Register o! !or pzoaswick County,
North Carolina to which plat reference is made and which
is iaaorporated herein for greatajr certainty of
description of said property.
TO HAVE AND TO H7nfee
foresaid lot or parcel of land and all
privileges and appurteereunto belonging to the Grantees in fee
simple. V%C
ft
AND the Grantor dy venanttWw "antee that Grantor is
seized of the premisesitup that she has the right to convey
the same in fee simple, that title is marketa4le and free and clear of
all encumbrances, and that Grantor will warrant and defend the title
against the lawful claims of all persons, whomsoever, subject to the
following exceptions:
-utility easamsats e
rd.
-The rights-of-wsy Sighw 211 cad
State Road 1115 (Simaa�-Plowage and dr o!-2005 ad valorem
IN WITNESS WHEREOF, the Grantor has hereunto set her hand and
seal, the day and year first above written.
•
ti
•� 4r'h %Y�l-• 4Y

1
Xv
O
H
� �— 'STONE CNIMkEY
¢ fff8
BROAD'
XG G19D NWRI/ (1lID Bd)
ah* CMprf t6 - JRW MI 114