SW7130504_HISTORICAL FILE_20130524

PERMIT
no.
El CURRENT
I
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
s '
YYYYMMDD

May 17, 2013
Mr. Scott Vinson
Dept. of Environment and Natural Resources
Land Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Family Dollar Store #100 Relocation
HR Project. # 130042
Dear Mr. Vinson:
F, 7CEI V ED
It
MAY 2A 2013
d a` NQ--WARO
Enclosed for your review and approval, please find the following items:
Two (2) copies of the plans for the above referenced project.
The original and one (1) copy of the executed Stormwater Permit Application with
required supplements and operation and maintenance agreements.
3. Two (2) copies of the project narrative and appendix containing: Stormwater and Erosion
Control Calculations, a printout from the USDA Web Soil Survey website, the soils report
prepared by Terracon, precipitation data for the site, the current deed for the property, a
copy of the contract for sale to the developer, a portion of the USGS quad map showing
project location, the FEMA FIRMette for the site, and a copy of printouts from the
Secretary of State website indicating officers for Eastern Pride, Inc.
4. A check in the amount of amount of $505.00 for the required fee for the permit
modification.
If you have any questions, please do not hesitate to contact this office at [phone].
Sincerely,
Hyman & Robey, PC
Kimberly D. Hamby
Engineering Project Manager
cc: file
Selden Taylor, Stocks & Taylor Construction
Barnes Boykin, Eastern Pride, Inc.
R O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
w .hymanrobey.com

MAY 2 4 2013
Drainage Narrative
V- V`VAR®
For
Family Dollar Store #100 (relocation)
Pasquotank County
Elizabeth City, North Carolina
ENGINEER
HYMAN : µ®
ROBEY
License C-0598
150 US Highway 158 East
Camden, NC 27921
[phone] PHONE [phone] FAX
Principal Engineer: Sean C. Robey, PE
May 17, 2013

*14%
Fn
Drainage Narrative
Family Dollar Store #100
(Relocation)
May 17, 2013
Project Overview
Eastern Pride, Inc. is proposing to construct a new Family Dollar Store that will replace the existing Store #100.
The site is 1.35 acres located at 709 West Ehringhaus Street (US Hwy 17 Business) in Elizabeth City. The site
is vacant except for fencing, lighting, and goal posts as it previously served as the football and soccer field for
the adjacent Boys and Girls Club of Elizabeth City. The club building is located on the adjacent parcel but is
slated to be demolished as a new Sonic Drive-in Restaurant has been permitted for site. The tract is currently
zoned GB (General Business) with a small strip of R-6 at the rear of the site.
Land disturbing activities associated with the project will include construction of the parking lot and building,
connections to existing water and sewer utilities in Ehringhaus Street, a driveway connecting to Westover
Street, installation of a piped drainage system and sidewalk along Westover Street, grading and installation of
landscaping around the perimeter of the site, and construction of a detention pond. The driveway connecting to
Ehringhaus Street is to be constructed by the contractor for the new Sonic Drive-in.
Stormwater Management
Due to the elevation of the site being approximately 2 to 2.5 feet above the surrounding roads, the site is divided
into two drainage areas. Drainage Area 1 will encompass the parking lot and buildings and will drain to the
proposed detention pond while Drainage Area 2, including the entrance drives and perimeter of the site will
continue to drain to the adjacent streets.
Drainage Area 1 contains a total of 51,298 square feet (1.18 acres). 2,315 sf of the drainage area comes from
off -site pervious areas shown on the approved plans for the Sonic. The impervious coverage in Drainage Area
1 includes the entire building at 9,100 sf, 23,241 sf of parking lot (pavement and curbing), 700 sf of sidewalk,
and 1,082 sf of concrete that makes up the equipment pads, entrance pads and dumpster enclosure. All runoff
from this drainage area will be collected in an underground piped drainage system and routed to a wet detention
basin designed for 90% TSS removal. The permanent pool elevation of 3.5' is based on the attached report
prepared by Terracon which states that the seasonal high water table "is as approximately 3.0 to 3.5 feet".
Drainage Area 2 contains 9,963 sf on -site that sheet flows toward Ehringhaus Street and Westover Street. The
impervious area associated with the site that drains to the street drainage system consists of 1,529 sf of
driveway and 1,416 sf of roadside sidewalk that is being installed to meet a city requirement for installation of
sidewalk along all street frontages of commercial properties. A piped drainage system is being installed along
Westover Street to replace the existing open ditch section. This new drainage system will convey the discharge
from the detention pond and runoff to the remaining ditch section to the existing piped drainage system at the
intersection of Ehringhaus Street and Westover Street.
Erosion Control
This project will utilize standard erosion and sediment control measures to minimize any development impacts
during construction. Standard erosion and sedimentation control measure specified include but are not limited
to: Gravel construction entrance, inlet protection, and seeding and mulching. The wet detention basin will be
used as a sediment basin during the construction process and will be restored to design conditions at the end of
the construction process. The pond drawdown device will be equipped with a skimmer to provide surface
drawdown until the site is fully stabilized. The total area within the limits of disturbance is calculated to be 1.7
acres.
P. O. Box 339 Camden, North Carolina 27921
[phone] License C-0598
w .hymanrobey.com

APPENDICES
APPENDIXA: STORMWATER AND EROSION
CONTROL CALCULATIONS
APPENDIX B: USDA SOILS INFORMATION
APPENDIX C: SOILS REPORT BY TERRACON
APPENDIX D: PRECIPITATION INFORMATION
APPENDIX E: CURRENT PROPERTY DEED
APPENDIX F: COPY OF CONTRACT FOR SALE
APPENDIX G: USGS QUAD MAP
APPENDIX H: FEMA FIRMETTE
APPENDIX I: PRINTOUTS FROM SECRETARY OF STATE WEBSITE

APPENDIX A
STORMWATER AND EROSION
CONTROL CALCULATIONS

PERMANENT POOL DETENTION PONDS
DESIGN OF POND
Family Dollar Store #100 - Relocated
10 Yr, 24 Hr Storm
DETENTION POND
Hyman & Robey, PC
150-A Hwy 158 East
Camden, NC 27921
(252)-335-1888
05/17/13
SA/DA PERCENTAGES FOR 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
% IMPRV
3.0 FT
3.5 FT
4.0 FT
4.5 IT
5.0 FT
5.5 FT
6.0 FT
10%
1.3
1.0
0.8
0.7
0.6
0.5
0.4
20%
2.4
2.0
1.8
1.7
1.5
1.4
1.2
30%
3.5
3.0
2.7
2.5
2.2
1.9
1.6
40%
4.5
4.0
3.5
3.1
2.8
2.5
2.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
60%
7.0
6.0
5.3
4.8
4.3
3.9
3.4
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
90%
10.7
9.0
7.9
7.2
6.5
5.9
5.2
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
WATERSHED AREA:
1.18
ACRES
WATERSHED % IMPERVIOUS:
67%
,PERMANENT POOL ELEVATION:
3.5
FT
PERMANENT POOL AVG. DEPTH:
3
FT
SA/DA PERCENTAGE FACTOR:
7.77
%
POND SURFACE AREA REQ-D:
FOREBAY AREA:
AT WIDTH = 0.33 LENGTH,
WIDTH= 36,4867 LF
LENGTH = 109.46 LF
Use these dimensions: WIDTH
LENGTH
VOLUME OF 1.5" RAINFALL
AREA OF ROOFS:
0.21
AC
AREA OF PARKING/CONCRETE:
0.58
AC
AREA OF GREEN AREAS:
0.39
AC
VOLUME OF RUNOFF
4356
CF
STORAGE DEPTH FOR MINIMUM AREA =
ESTIMATED ELEVATION OF 1.5" RAINFALI
3994 SF
1198 SF
6.5 FT
0.3
1.0
1.3
1.8
2.3
2.9
3.4
4.0
4.6
5.1
Page 1
7.0 FT
0.2
0.9
1.4
1.9
2.4
2.9
3.4
3.9
4.3
(FROM ABOVE TABLE - TAKEN FROM DESIGN OF STORM WATER
CONTROL FACILmES WORKSHOP MANUAL - PF.NC 1998)
(BASED UPON MINIMUM SURFACE AREA)
45.4 LF
96 LF
Normal Pool Elevation 3.5
VOL (CF)=([(ROOF' 1.0)+(PARKING'.95)+(GRASS'0.2)1'43,560/12)' 1.5
1.00 FT
4.50
ACTUAL STORAGE VOLUME PROVIDED AS CALCULATED IN CAD: 4912 CF

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.02843 CFS
Q(5 DAYS) = 0.01137 CPS
1.5" RUNOFF STAGE 4.40 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
1.5" RUNOFF OUTLET DEVICE: 0.79097 INC14 DIA HOLE
DIAMETER OF HOLE TO USE: 0.875 INCH DIAMETER
DRAWDOWN RATE 0.02435 CFS
1.5" STORM RUNOFF DRAWDOWN TIME 2.33475 DAYS
Page 2
A=[Q/(Cd*SQRT(2gh))]* 144
Rad=SQR'F(A/PI)
Dia. =2*Rad.

POND VOLUME CALCULATIONS
FOR
J:Wyman & Robey'13U30042 - Family Dollar Store #1001PermitslStotmwaterlPOND VOLUME CALCULATIONS (1 POND)
POND CALCULATIONS
AREA
PERMANENT POOL SURFACE AREA
MAIN BASIN SURFACE AREA
FOREBAY SURFACE AREA
AREA AT EDGE OF MAIN BASIN SHELF
AREA OF MAIN BASIN BOTTOM
AREA AT EDGE OF FOREBAY SHELF
AREA OF FOREBAY BOTTOM
SURFACE AREA AT 1.5" STORAGE
AREA AT TOP OF SHELF
ELEVATIONS
PP ELEVATION
ELEVATION AT EDGE OF MAIN BASIN SHELF
ELEVATION OF MAIN BASIN BOTTOM
ELEVATION AT EDGE OF FOREBAY SHELF
ELEVATION OF FOREBAY BOTTOM
ELEVATION OF TOP OF SHELF
ELEVATION OF 1.5" STORAGE
VOLUME CALCULATIONS
F2
4,357.94
3,105.30
1,252.64
2,278.55
293.41
825.33
236.85
6,131.13
5,769.08
F
3.50
3.00
3.00
0.00
4.00
4.40
F3
MAIN BASIN VOLUME BELOW SHELF
6,429.90
FOREBAY VOLUME BELOW SHELF
1,593.27
TOTAL VOLUME BELOW SHELF
8,023.17
AVERAGE POND DEPTH 3.08
MAIN BASIN VOLUME
7,775.86
FOREBAY VOLUME
2,112.76
PERMANENT POOL VOLUME
9,888.63
FOREBAY PERCENTAGE OF TOTAL PERMANENT POOL VOLUME
21.37%
VOLUME BELOW TOP OF SHELF
12,420.38
TEMP. STORAGE VOLUME (1.5" RUNOFF)
4,911.80
5/17/2013 1:43 PM PAGE 1 OF 1

Family Dollar Store #100
130042
5/17/2013
SKIMMER CALCULATIONS
Skimmer
Watershed Area: `51298 sf = 1.18 Ac.
Disturbed Area: 51298 isf = 1.18 Ac.
T
Impervious Area: 34123'•' sf = 0.78 Ac.
Coefficient of Runoff: 0.70
Time of Concentration (from other talc's): 1 5: min.
Rainfall Intensity (from other talcs): 7.96 in/hr
Q10: 6.11 y cfs
Water Storage Volume Req'd (@ 1800 cf/distubed acre): 2120 of
4912 def provided
Min. Surface Area Req'd (@ 325 sf per Q10 peak): 1986 sf
4359,. Isf provided
Head on skimmer from Figure 6.64a of E&S Manual 633 � i in.
NOTE - CALCULATIONS SHOWN TO PROVE THAT
DETENTION POND PROVIDES STORAGE VOLUME AND
SURFACE AREA IN EXCESS OF WHAT WOULD BE REQUIRED
BY A SKIMMER BASIN
Orifice Design:
Desired Dewatering in 2 to 5 days - 3 days is optimal
Number of Days to Dewater 2
Volume per day 2456 cf
Calculated Orifice Diameter 1.36 in. req'd
Orifice Diamter (1/4" incremen .,I ',5,^ in.

May 17, 2013
130042 - Family Dollar Store #100 Relocation
Volumes of Retention Areas for use in XPStorm
Detention Pond #1 Side Slopes 2.52
Modeled Lake Base Top
length width elev. length width elev.
96.00 45.38 3.50 108.60 70.58 6.00
Volume
14,833.40 Base Area = 4,356
Measured Volume on CADD
bottom 4,358.00 SF
top 7,670.00 SF
Rise 2.50 FT
Volume 14,841.26 CF

130042 - Post-Dev Runoff Data 5/17/2013
AREA & COVERAGE
130042 - Family Dollar Store #100 Relocation
Drainage
Description
Total Square
Footage
Total Roof
SF
Total
Grass SF
Total
Pavement SF
Total Acreage
Drainage
Area 1
5653
0
567
5086
0.13
Drainage
Area 2
4525
0
329
4196
0.10
Drainage
Area 3
7011
2598
187
4226
0.16
Drainage
Area 4
10484
1952
500
8032
0.24
Drainage
Area 5
11346
4550
3287
3509
0.26
Drainage
Area 6
12265
0
12265
0
0.28
1.18

130042 - Post-Dev Runoff Data
CURVE NUMBER TABLE
CURVE NUMBER TABLE
Area Breakdown
Weigted Rational
Area Description
Acreage
Pavement
Roof
Grass
Weighted CN
C
Drainage Area 1
0.13
0.12
0.00
0.01
96
0.87
Drainage Area 2
0.10
0.10
0.00
0.01
97
0.90
Drainage Area 3
0.16
0.10
0.06
0.00
98
0.93
Drainage Area 4
0.24
0.18
0.04
0.01
97
0.91
Drainage Area 5
0.26
0.08
0.10
0.08
93
0.73
Drainage Area 6
0.28
0.00
0.00
0.28
80
0.20
Total
1.18
0.58
0.21
0.39
Curve Numbers Used
98
98
80
Rational C Used
0.95
0.95
0.20
Drainage Area "C 0.70

130042 - Post-Dev Runoff Data
TIME OF CONCENTRATION
TIME OF CONCENTRATION
SCS
Area Description
Acreage
CN
Length (ft)
High Pt.
Low Pt.
Elev Diff (ft)
S (ft/ft)
Tc (min)
Drainage Area 1
0.13
96
65
8.00
6.85
1.15
0.01769
0.9
Drainage Area 2
0.10
97
55
7.70
6.85
0.85
0.01545
0.8
Drainage Area 3
0.16
98
60
7.70
7.10
0.60
0.01000
1.0
Drainage Area 4
0.24
97
100
7.75
6.45
1.30
0.01300
1.3
Drainage Area 5
0.26
93
175
7.50
6.65
0.85
0.00486
4.2
Drainage Area 6
0.28
80
35
7.50
3.50
4.00
0.11429
0.4
Total
1.18

130042 - Post-Dev Runoff Data
RATIONAL METHOD 1 year
RATIONAL METHOD - RUNOFF ESTIMATE - 1 year storm
Area Description Area (A) Rational'C' TC (mins.) Intensity (in.) Q (10) cfs
Drainage Area 1
0.13
0.87
0.9
5.21
0.59
Drainage Area 2
0.10
0.90
0.8
5.21
0.48
Drainage Area 3
0.16
0.93
1.0
5.21
0.78
Drainage Area 4
0.24
0.91
1.3
5.21
1.15
Drainage Area 5
0.26
0.73
4.2
5.21
0.99
Drainage Area 6
0.28
0.20
0.4
5.21
0.29
4.00
XPStorm result for pond discharge 1.87

130042 - Post-Dev Runoff Data
RATIONAL METHOD 10 year
RATIONAL METHOD - RUNOFF ESTIMATE - 10 year storm
Area Description
Area (A)
Rational'C'
TC (mins.) Intensity
(in.) Q
(10) cfs
Drainage Area 1
0.13
0.87
0.9
7.96
0.90
Drainage Area 2
0.10
0.90
0.8
7.96
0.74
Drainage Area 3
0.16
0.93
1.0
7.96
1.19
Drainage Area 4
0.24
0.91
1.3
7.96
1.75
Drainage Area 5
0.26
0.73
4.2
7.96
1.52
Drainage Area 6
0.28
0.20
0.4
7.96
0.45
6.11
XPStorm result for pond discharge 5.10

XPStorm - Link and Node Layout
Node1
Node2
lode3
Li k3
Node4
Node5
r
Node6 Lei
Node9
Node8
62.0 ft
Scale 1 : 193.67

10-year Storm Link Table
Diameter
Number
Upstream
Downstream
Upstream
Upstream
Crown
Downstrea
Downstream
Crown
Max Flow
Max Velocity
Entrance
Length
of
Invert
Invert
Shape
Soughn
Conduit
Node
m Node
Elevation
(ft^3/s, m-3/s)
(HIS, Ms)
Loss
Name
(Height)
It
Elevation
Elevation
ess
Slope
Name
Elevation
Name
(ft,
cfs
fUs
ft
Barrels
If
If
(ft. m)
m)
Link1
1.000
55.0o0
1.000
4.600
4.300
Circular
0.014
0.545
Node1
5.600
Node2
5.300
2.015
2,540
0.000
Link2
1.250
70.000
1.000
4.300
4.150
Circular
0.014
0.214
Ncde2
5.550
Node3
5.400
3.916
3.170
0.000
Link3
7.250
142.000
1.000
4.150
3.700
Circular
0.014
0.317
Node3
5.400
Node4
4.950
4.502
3.650
0.000
Link4
1.500
76.000
1.000
3.700
3.550
Circular
o14
0.197
Node4
5.200
Nodes
5.050
5.440
3.070
0.000
Links
1.500
55.000
1.000
3.550
3.450
Circular
0.014
0.182
Nodes
5.050
Node6
4.950
6.520
3.680
0.000
Pond
2.500
96.000
1.000
3.450
3.400
Tra ezoida
0.030
0.052
Node6
5.950
NotleB
5.900
5.855
0.050
0.000
Weir
NodaB
Node9
dmwdown
NodeB
Natle9
Link10
1.000
35.000
1.000
3.500
2.550
Circular
10.014
2.714
Node9
4.500
Node10
3.550
5.097
7.890
0.000
05/17/13 15:25:30 1/2

Link Table
Name
Peak Total
Head Loss
ft
Max
ArSectional
Area (ft"2,
m"2)
Link1
0.201
0.810
Link2
0.380
1.290
Link3
0.792
1.260
Link4
0.235
1.850
Links
0.245
1.B50
Paw
0.000
122.920
Weir
drawdmn
Link10
I 0.962
0.650
05/17113 15:25:30 M

10-year Storm Node Table
Name
Subcatc
hment
Node
Name
Area
ac
Ground
Elevation
Max Water
Elevation
Invert
Elevation
Maximum
Crown
pervious Area
Curve Number
Time of
Concentration
Time of
Maximum
pending
Type
Initial
Depth
Continuity
Error Volume
Continuity
Error Volume
Nodes
1
Nodel
0.130
6.850
6.968
4.600
6.850
96.000
5.000
12.200
Allowed
0.000
-0.770
-38.074^
Node2
1
Nade2
1.000
6.850
6.957
4.300
6.850
97.000
50
.00
12.150
Allowed
0.000
-0.100
-42.017
Node3
1
Node3
0.160
7.100
6.744
4.150
7.100
98.000
5.000
12.133
Allowed
0.000
-0.030
-15.356
Node4
1
Node4
0.240
6.450
6.121
3.700
6.450
97.000
5.000
12.150
Allowed
0.000
0.000
1.636
Node5
1
Node5
0.260
6.650
5.950
3.550
6.650
93.000
5.000
12.300
Allowed
0.000
0.000
0.195
Node6
1
Node6
0.280
6000
5.819
3.450
6.000
90.000
5.000
12.350
Allowed
0.050
-0.020
-12.873
NodeB
Node8
0.000
6.000
5.819
3.400
5.900
0.000
0.000
12.350
None
0.100
.0.030
-20A50
Node9
Node9
0.000
6.000
4.267
3.500
6.000
0.000
0.000
12.350
Allowed
0.000
0.000
0.702
Node10
Nade10
0.000
4.750
3.317
T5_50IT5_501
0.000
10.000
1 12.350
1 None
10.000
-0.000
-2.107
05/17/13 15:24:55 1/1

Diversion drawdown from Node8 to Node9 10-year Storm
[Max Flow = 0.0276][Max Velocity = 5.981
J� JJJJ
Upstream Elevation Downstream Elevation Flow
i
I
—
i
I----------------------
---------------
i
i
----------------
- -
-
V. JI IVI VI IVI
Jan 1995 Time
Diversion Weir from Node8 to Node9
[Max Flow = 5.0694][Max Velocity = 0.001
Upstream Elevation Downstream Elevation
OF lVI C IVIUII
JJJJ
Flow
1 Sun 3AM 6AM 9AM 12PM 3PM 0M 9PM 2 Mon
Jan 1995 Time

1-year Storm Link Table
Name
Diameter
(Height)
it
Len th
9
ft
Number
of
Barrels
Upstream
Invert
Elevation
it
Downstream
Invert
Elevation
ft
Shape
Rou hn
9
ess
Conduit
Slope
Upstream
Node
Name
Upstream
Crown
Elevation
(ft, m)
Downstrea
m Node
Name
Downstream
Crown
Elevation (ft,
m)
Max Flow
(ft-3/s, m^3/s)
cfs
Max Velocity
(fUs. Ms)
ff/s
Entrance
Loss
Unki
1.000
55.000
1.000
4.600
4.300
Circular
0.014
0.545
Nodel
5.600
Node2
5.300
0.314
0.430
0.000
Unk2
1.250
70.000
1.000
4.300
4.150
Circular
0.014
0.214
Node2
5.550
Node3
5.400
2.768
2.470
0.000
Unk3
1.250
142.000
1.000
4.150
3.700
Circular
0.014
0.317
Node3
5.400
Node4
4.950
3.120
2.550
0.000
Unk4
1.500
76.000
1.000
3.700
3.550
Circular
0.014
0.197
Node4
5.200
Nodes
5.050
3.662
2.220
0.000
Link5
1.500
55.000
1.000
3.550
3.450
Circular
0.014
0.182
Nodes
5.050
Nodefi
4.950
4.208
2.470
0.000
Pond
2.500
96.000
1.000
3.450
3.400
Trapezoida
0.030
0.052
Nodefi
5.950
Nodefi
5.900
2.948
0.040
OD00
Weir
Nodefi
Node9
drawdown
Nodefi
Node9
Link10
1 1.000 135.000
11.000
1 3.500
12.550 j
Circular
0.014
2.714
N6de9
4.500
Node10
13.550
1.877
6.300
0.000
05/17/13 15:29:25 1f2

Link Table
Name
Peak Total
Head Loss
tt
Link1
0.013
Link2
0.165
U,k3
3.733
LJnk4
0.153
Unk5
0.112
Pend
0.000
Weir
draw m
Link10
0.962
05/17/13 15:29:25 2/2

1-year Storm Node Table
Name
Subcatchm
ant
Node
Name
Area
ac
Ground
Elevation
Max Water
Elevation
Invert
Elevation
Maximum
Crown
pervious Area
Curve NumberConcentration
Time of
Time of
Maximum
pending
Type
Continuiry
Error Volume
Continuity
Error Volume
31
Nodet
1
Nodel
0.130
6.850
5.640
4.600
6.850
96.000
5.000
12.133
Allowetl
-0.060
-1.390^Node2
1
Node2
1.000
6.850
5.636
4.300
6.850
97.000
5.000
12.133
Allowetl
-0.020
-3.59d
Node3
1
Notle3
0.160
7.100
5.507
4.150
7.100
98.000
5.000
12.133
Allowed
MErrorVolume
-0.050
-13.293
Node4
1
Ncded
0.240
6.450
5.172
3.700
6.450
97.000
5.000
12.133
Allowed
0.010
1.580
Nodes
1
Node5
0.260
6650
5.141
3.550
6.650
93.000
5000
12.333
Allowed
0.000
0.309
Node6
1
Node6
0.280
6.000
5.126
3.450
6.000
80.000
5.000
12.350
Allowetl
-0.050
-15.959
NotleB
Ncde6
0000
6.000
5.126
3.400
5.900
0.000
0.000
12.350
None
-0.030
-8.516
ode9
Node9
0.000
6.000
3.905
3.500
6.000
0.000
0.000
12.350
Allowetl
-0.000
-0.741
Node10
Notle10
0.000
4.750
2.955
2.550
3.550
0.000
0.000
12.350
None
.0.010
-1 d25
05/17/13 15:30:13 1/1

Diversion drawdown from Node8 to Node9 1-year Storm
[Max now = 0.0235][Max Velocity = 5.31]
Upstream Elevation Downstream Elevation Flow
1
—
i
i
0
1
C,n IARA
RAKA
OAAA
10DRA
noon
RDoeA
nAKA
n Ae_..
Jan 1995 Time
Diversion Weir from Node8 to Node9
[Max Flow = 1.8540][Max Velocity = 0.001
Upstream Elevation Downstream Elevation
J J JAI
Flow
1 Sun 3AM 6AM 9AM 12PM 3FM OM OM 2 Mon
Jan 1995 Time

Hydrologic Soil Group—Pasquotank County, North Carolina
(Family Dollar Store #100)
36' 17'44"
36' 11' 40"
m
c
3flA51f1 1flA59f1 AP953
Map Scale: 1646 if protect on A size (85' x 11") sheet
N Meters
ro 0 5 10 20 30
Feel
0 20 40 60 120
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
I
5/1712013
Page 1 of 4
36-1T 44'
36'1T 4o

Hydrologic Soil Group—Pasquotank County, North Carolina
(Family Dollar Store #100)
MAP LEGEND
MAP INFORMATION
Area of Interest
(Aop
Map Scale: 1:645 if printed on A size (8.5' x 11 ") sheet.
O
Area of Interest (AD))
The soil surveys that comprise your AD] were mapped at 1:24,000.
Soils
Warning: Soil Map may not be valid at this scale.
Soil Map Units
Enlargement of maps beyond the scale of mapping can cause
Soil Ratings
misunderstanding of the detail of mapping and accuracy of soil line
A
placement. The maps do not show the small areas of contrasting
Q
AID
soils that could have been shown at a more detailed scale.
B
Please rely on the bar scale on each map sheet for accurate map
O
B/D
measurements.
Q
C
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: httpliwebsoitsu"ey.nres.usda.gov
Q
CID
Coordinate System: UTM Zone 18N NAD83
D
This product is generated from the USDA-NRCS certified data as of
Not rated or not available
the version date(s) listed below.
Political Features
Soil Survey Area: Pasquotank County, North Carolina
p
Cities
Survey Area Data: Version 13, Jul 12, 2012
Water Features
Date(s) aerial images were photographed: 8/15/2006
_
Streams and Canals
The orthophoto or other base map on which the soil lines were
Transportation
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
.:
--
Rads
of map unit boundaries may be evident.
N
Interstate Highways
US Routes
y_
Major Roads
Local Roads
USDA Natural Resources Web Soil Survey 5/17/2013
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Sail Group—Pasquotank County, North Carolina
Family Dollar Store #100
Hydrologic Soil Group
Hydrologic Soil Group —Summary by Map Unit— Pasquotank County, North Carolina (NC139)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of Act
UdA
Udorthents loamy, 0 to 2 percent
slopes
B
0.5
38.3%
Ur
Urban land
0.9
61.7%
Totals for Area of Interest
1.4
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff., None Specified
Natural Resources Web Soil Survey 5/17/2013
Conservation Service National Cooperative Soil Survey Page 3 of 4

APPENDIX C
SOILS REPORT BY TERRACON

LIMITED SITE EXPLORATION REPORT � ��������
Report Number: 72131065.0001
Service Date: 04/12/13 314 Beacon Dr.
Report Date: 04/17/13 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction, Inc. Family Dollar - Elizabeth City
Attn: Selden Taylor 709 W Ehringhaus St
PO Box 2147 Elizabeth City, NC
Washington, NC 27889
Proiect Number: 72131065
SERVICES REQUESTED BY: Mr. Selden Taylor, representing Stocks and Taylor Construction, Inc
Representatives of Terracon Consultants, Inc. were on the project site to test proposed bearing soils for proposed building,
parking and drive areas using a dynamic cone penetrometer (DCP) and a hand auger.
Project information, in the form of a Schematic Site Plan, Sheet C200, prepared by Hyman & Robey, PC, dated February 20,
2013, was provided to us by Mr. Taylor. The drawing indicated the location of proposed building and parking areas. The site
is developed as an athletic field, not currently in use.
DCP test results were obtained at approximate one foot intervals to a depth of five feet below the existing ground surface.
The DCP test results are attached.
The soils encountered today included grass and topsoil (dark gray silty fine sand) to a depth of approximately six inches. The
topsoil is underlain by dark gray silty sand fill, laden with occasional debris (brick fragments and gravel) to depths of
approximately 1.0 to 1.5 feet. This upper sand stratum is underlain by native gray clayey sand and sandy clay to a depth of
approximately 3.0 to 3.5 feet. From 3.0 to 3.5 feet, to the boring termination depth of 5.0 feet, we encountered yellow tan,
yellow brown and light gray silty to slightly silty fine to medium sand. Groundwater was encountered at a depth of 4.5 feet
below the existing ground surface.
After demolition and topsoil stripping, the surfcial soils will be disturbed. The the exposed subgrade soils in the building and
parking lot footprints will be disturbed and should be densified in place using a medium weight vibratory roller. The purpose of the
vibratory rolling is to improve the exposed subgrade soils for floor slab support and to potentially improve the foundation bearing
soils. The roller should make at least 6 passes across the site, with the second set of 3 passes perpendicular to the first set of 3
passes. If water is brought to the surface by the vibratory rolling, the operation should be discontinued until the water
subsides and the rolling should be continued within the static mode..
After the vibratory rolling, allow pore pressures should be allowed to dissipate for a minimum of four hours. After the waiting
period, prior toand then proofrollinged. The proofrolling should be performed on the After the waiting period, the exposed
subgrade soils in areas to receive fill or at the subgrade elevation in cut areas should be proofrolled with a moderately loaded,
tandem -axle dump truck or similar rubber -tired construction equipment. Proofrolling is recommended as a means of detecting
areas of soft or unstable subgrade soils. The proofrolling should be performed during a period of dry weather to avoid
degrading an otherwise suitable subgrade. The proofrolling operations should be observed by a representative of the
geotechnical engineer. Subgrade soils that exhibit excessive rutting or deflection during proofrolling should be overexcavated
as directed by the representative and replaced with properly compacted fill.
Structural fill soil for building and parking areas should be installed in maximum 12-inch loose lift thicknesses. The fill should
be compacted to no less than 95 percent of the standard Proctor maximum dry density. Heavy, rubber -tired construction
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001, 9-29-10, Re,.B Page I of 2

LINNTED SITE EXPLORATION REPORT
Report Number. 72131065.0001
erreco�fj�
' Service Date: 04/12/13
314 Beacon Dr.
Report Date: 04/17/13
Wintcrville, NC 28590
252-353-1600
Client
Project
Stocks and Taylor Construction, Inc.
Family Dollar - Elizabeth City
Attn: Selden Taylor
709 W Ehringhaus St
PO Box 2147
Elizabeth City, NC
Washington, NC 27889
Number: 72131065
equipment should be kept off of stripped subgrade surfaces to the extent practical. Repeated, rubber tired traffic will
deteriorate soil strength, necessitating undercut and replacement with compacted fill, or other remedial action.
Due to the presence of loose clayey sand and soft sandy clay between the depths of 1.5 and 3.0 feet, we recommend that
footings be sized for an allowable soil bearing pressure of 1500 psf. Prepared bearing surfaces for foundations should not be
disturbed or left exposed during inclement weather. Saturation of the footing subgrade can cause a loss of strength and
increased compressibility. If construction occurs during inclement weather and concreting of foundations is not possible at the
time they are excavated, a layer of lean concrete should be placed on exposed bearing surfaces for protection. Also,
concrete should not be placed on frozen subgrade. The bottom of the foundation excavations should also be clean and free
of any loose soil, mud or debris prior to placing concrete.
In addition to the above services, we also advanced two hand auger borings at the site of the proposed stormwater detention
pond for the purpose of determining the seasonal high water table (SHWT). The soils encountered, beneath a layer of grass
and topsoil, included very dark grayish brown (10YR-3-2), brown (10YR-5-3 and 10YR-4-3) and pale brown (10YR-6-3) silty
sand to depths of approximately 3.0 to 3.5 feet. At a depth of approximately 3.0 to 3.5 feet, soil color transitions to grayish
brown (10YR-5-2) and light grayish brown (10YR-6-2). In our opinion, the SHWT is at approximately 3.0 to 3.5 feet, based on
a predominant soil color with a chroma value less than, or equal to, 2.
Regardless of the thoroughness of a limited site exploration study, there is always a possibility that subsurface conditions will
be different from those at the boring locations, that conditions will not be as anticipated by the designers or contractors, or that
the construction process will alter soil conditions. Therefore, the geotechnical engineer's representative should observe the
site preparation, earthwork, foundation construction and floor slab construction to confirm that the conditions indicated by the
geotechnical exploration actually exist. We recommend the owner or contractor retain Terracon for this service since we are
already familiar with the project, the subsurface conditions, and the intent of the recommendations and design. The
conclusions and recommendations provided in this report are subject to Terracon personnel observing the construction
procedures and subsurface conditions encountered at the site.
The borings advanced today were backfilled with native cuttings obtained from the borings. Mr. Selden Taylor was informed
of the test results and recommendations by electronic correspondence.
Services:
Terracon Rep.:
Reported To: Mr. Selden Taylor
Contractor:
Report Distribution:
(1) Stocks and Taylor Construction, Inc.,
&nailed
Reviewed By: a,.,?— 1:�: 90-t,,�
Carl F. Bonner. PE
Office Manager III
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001. 9.28-10, Rc¢8 Page 2 of 2

LIMITED SITE EXPLORATION REPORT � ������®�
Report Number: 72131065.0001
Service Date: 04/12/13 314 Beacon Dr.
Report Date: 04/17/13 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction, Inc. Family Dollar - Elizabeth City
Attn: Selden Taylor 709 W Ehringhaus St
PO Box 2147 Elizabeth City, NC
Washington, NC 27889
Proiect Number: 72131065
LOCATION DEPTH BELOW PENETROMETER
TESTED EXISTING GRADE VALUE COMMENTS
Number 1, as indicated 1.0 14
on attached drawing
2.0 16
3.0 13
4.0 15
5.0 10
Number 2, as indicated 1.0 10
on attached drawing
2.0 5-4-5
3.0 7-9-11
4.0 9-13
5.0 15+
Number 3, as indicated 1.0 9-7-8
on attached drawing
2.0 2-4-5
3.0 3-5-7
4.0 14
5.0 15
Continued on the following page:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
C—DM I, 9-28.10, Rev.& Page I of 3

LIMITED SITE EXPLORATION REPORT Report Number: 72131065.0001 I err�(
acon
Service Date: 04/12/13 314 Beacon Dr.
Report Date: 04/17/13 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction, Inc. Family Dollar - Elizabeth City
Attn: Selden Taylor 709 W Ehringhaus St
PO Box 2147 Elizabeth City, NC
Washington, NC 27889
Number: 72131065
LOCATION DEPTH BELOW PENETROMETER
TESTED EXISTING GRADE VALUE COMMENTS
Number 4, as indicated 1.0 11-10-9
on attached drawing
2.0 4-4-4
3.0 3-4-5
4.0 6-7-8
5.0 12
Number 5, as indicated 1.0 10
on attached drawing
2.0 4-3-3
3.0 5-6-5
4.0 9-11
5.0 13
Number 6, as indicated 1.0 10-7-6
on attached drawing
2.0 4-4-4
3.0 9-8-8
4.0 4-4-5
5.0 9-14
Continued on the following page:
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CT0001, 9.28-10. Rev.B Page 2 of 3

LIMITED SITE EXPLORATION REPORT �
Report Number: 72131065.0001 er(�actin
Service Date: 04/12/13 314 Beacon Dr.
Report Date: 04/17/13 Winterville, NC 28590
252-353-1600
Client Project
Stocks and Taylor Construction, Inc. Family Dollar - Elizabeth City
Attn: Selden Taylor 709 W Ehringhaus St
PO Box 2147 Elizabeth City, NC
Washington, NC 27889
Project Number: 72131065
LOCATION DEPTH BELOW PENETROMETER
TESTED EXISTING GRADE VALUE COMMENTS
Number 7, as indicated 1.0 15+
on attached drawing
2.0 16
3.0 7-11
4.0 9-10
5.0 11-13
Number 8, as indicated 1.0 10-8-6
on attached drawing
2.0 2-3-3-3
Number 9, as indicated
on attached drawing
Number 10, as indicated
on attached drawing
Services:
Terracon Rep.:
Reported To: Mr. Selden Taylor
Contractor:
Report Distribution:
(1) Stocks and Taylor Construction, Inc.,
Entailed
3.0 4-3-4-4
4.0 6-5-5
5.0 5-5-5
Stormwater detention pond boring
Stormwater detention pond boring
Reviewed By: l,Ov F gom' —v
Carl F. Bonner. PE
Office Manager III
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CTOOO1. 9.28-10, lov.S Page 3 of 3

� �= ... i.. - .. ..—.
_. _..._....
HYMAN 0
_ROSEYa
SCHEMATIC
j SITE PLAN
FOR
FAMILY
I �I
'I SSS
STORE
— — y
_
I
�
1
i
— 'niSIV.1P Si. tlFAM1 i ,-
0/3 I--
eREs . ;I
Stocks and Taylor Construction, Inc.
Site Plan:
(� (�(¢
itltlt��� 066��� m
e a ac®n
Alin: Selden Taylor
Report Number: 72131065.0001
PO Box 2147
Technician:
314 Beacon Dr.
Washington, NC 27889
Date: 04/12/13
1Mnterville, NC 28590
Scale: Not to Scale
252-353-1600
UM20, 10-28-11. Re,O

Precipitation Frequency Data Server
Page I of 3
NOAA Atlas 14, Volume 2, Version 3
\r Location name: Elizabeth City, North Carolina, )
d Coordinates: 36.2956, •76.2307
11`�7
V`
` Elevation: 7ft•
`'
• source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonrun, 0. Martin, B. On, T. Pamybok, M.YekW, and 0. Riley
NOAA, National Weather Service, Silver Spring. Maryland
PF tabular i PF pra0hitdl i J,1spS & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)'
Average
recurrence interval (years)
Duration
1
����r
2
5
10
25
1.
50
100
200
500
1000
0.434
0.509
0.505
0.663
0,748
0.819
0. 887
0.964
1.04
1.11
5-min
(0.392-0,479)
(0.460-0.562)
(0.528-0646)
(0.597-0.732)
(0.671-0.825)
(0.733-0,902)
(0.790-0.976)
(OS45-1.05)
(0.911-114)
(S969-1.23)
0.693
0.814
0.937
7.06
7A9
1.31
1.41
1.61
1.64
1.76
10-min
0 n0.626-0,765)
(F1
(0.736-0.898)
(O.B46-1.03)
(0.955-1.17)
(1.07-1.32)
(1.17-1.44)
11.26-1,55)
0.34-1.66 )
0.44-1.80)
(1.53-1.93)
0.866
7.02
t.79
t.34
1.61
1.65
7.78
1.91
2.06
2.20
15-min
(0.782-0.956)
(0.925-1.13)
1 (1,07-1.31) 11
(1,21-148) 11
(1,36-1.67)
1 (1.48-1.82)
1 (1,59-196)
Ill 69-2.10)
(1.111-2.27)
(1,92-2.42)
7.19
7.47
7.68
1.96
2.26
2.49
2.73
2.97
3.28
3.56
30-min
(1.07-1.31)
1 (1.28-1.56)
1 (1.52-1.86)
1 (1.75-2,15)
1 (2ol-2.47) 11
(2.23-2.74)
1 (2,43-300)
(2.63-3.27)
(289-3.61)
(3.10-3.92)
148
7.77
2.16
2.53
2.98
3.37
3.76
4.77
4.77
5.20
60-min
(1.34-1.63)
1 (1.60-1,96)
1 (1,95-2.38)
(2.28-2.79)
1 (2.67-3.29)
1 (302-371)
1 (3.35-4,13)
(3.69-4.58)
(4.14-5,19)
(4.53-5.73)
1.73
F 2.08
F 2.59
3.09
F 3.72
F 4.28
F 4.86
5.47
6.J2
7.07
2-It
(1.55-1.93) 11
(1.87-2.32)
(2.32-2.88)
(2.76-3.43)
1 (3,31-4.13)
1 (379-4.75)
(4.28-5.39)
(4.79-6,06)
(5.48-7.01)
(609-7.85)
1.86
2.23
2.78
3.34
4.07
4.74
5.44
6.19
7.26
8.24 71
F3 h
3-hr
1
( ,67-2,07)
(2.01-2.49)
(2.50-3,10)
(2.99-3.72)
(3.63-4.5] )
(4.20-5.26)
(4.79-6.02)
(541-6.84)
(6.28-8.04)
(7.05-9.12)
2.21
2.66
3.32
4.00
4.88
5.70
6.56
7.60
8.84
10.1
6-hr
(2.00-2.46)
(2.40-2.96)
1 (2.99-3.70)
11 (3.59-4.44)
(4,36-5.41)
(5.07-6,30)
1 (5,79-7.23)
(6.56-8,24)
(7.64-9.72)
1 (11601
2.60
3.12
3.91
4.74
5.83
6.86
7.94
9.14
70.9
12.6
12-hr
(2.35-2,89)
(2.82-3.48)
11 (3.52-4.35)
1 (4.25-5.26)
1 (5.19-6.45)
1 (606-7.57)
1 (695-B.74)
(792-10.0)
(9.27-11s)
(10.5-137)
3.06
3.73
4.87
6.73
7.08
8.24
9.St
10.9
13.0
t4.0
24•tf
(2.82-3,35)
1 (3.43-4.08)
11 (4,43-5,26)
11 (5.26-625)
(6.45-770)
1 (7,44-8.95)
1 (6,51-10.3)
(9.65-11.81
(11.3-14.2)
(127-16.2)
3.64
4.29
5.50
6.65
B.t2
9.48
7t.0
12.7
tb.2
77.4
2-day
(3.26-3.86)
1 (395-4,67)
1 (5.06-5,99)
11 (6.00-7.12)
(7.38-8.80)
1 (8.54-10.3)
1 (9.79-11.9)
(11.1-13.B)
(13.1-16.6)
(14,8-19.1)
3.77
4.67
6.84
6.97
8.49
9.83
11.3
12.9
76.4
77.6
3-day
(3.49-4.10)
11 (4,23-4,96)
1 (5.39-6.33)
1 (636-7.48)
1 (7.76-9.18)
(8,93-10.6)
1(10.2-12.2)
01.5-14.0)
(13.4-16.8)
(15.1-19.3)
4.07
4.85
6.17
72
F 8.86
t0.2
17.6
13.2
15.6
17.7
4-day
(3.73-4.33)
1 (451-5.25)
11 (5.73-6,67)
1 (6.73-7.83)
1 (8.14-9.55)
(9.33-11.0)
1 (10.5-12.6)
1 (11.11-14.3)
(13.7-16s)
(15.4-19.4)
4.69
6.66
7.77
8.30
10.0
11.6
73.0
74.6
77.0
19.0
7-day
(4.39-5.04
(5.30-6.08)
1 (6.63-7.62)
(7.73-8.89)
(9.29-10.7)
1 (10.5-12.3)
1 (11.9-13.9)
(13.2-157)
(15.1-18.4)
(16.6-20.6)
6.30
6.3fi
7.88
9.13
10.9
72.4
14.0
75.7
18.1
20.1
10-day
(5.00-5.66)
(599-6.78)
(7.40-8.40)
(8.56-9.72)
(10.2-11.6)
1 (11.5-13.2)
1 (12.9-14.9)
(14.3-16.8)
(163-19.5)
(17.8-218)
7.22
8.59
10.4
72.0
td.t
16.9
77.7
19.7
22.4
24.7
20-day
(6,B3-7.64)
(8.14-9.10)
(9.87-11.1)
1 (11.3-12.7)
1 (13.2-15.0)
1 (14.8-16.8)
1 (16.4-18.9)
(18.0-21a)
(20.3-24.1)
(22.0-26.6)
30-day
8.89
10.6
72.7
14.4
16.8
78.7
20.6
22.6
26.3
27.4
(8.42-9.40)
(10.0-11.2)
1 (12.0-13.4)
1 (13.6-152)
1 (15.8-171)
1 (17.5-19.8)
1 (19.1-21.9)
(20.8-24.0)
(23.1-27.1)
(24.8-29.5)
11.0
73.0
15.6
17.7
20.6
23.0
25.5
28.1
31.8
34.7
45-day
F45 y
(104-11.7)
(12.3-13.8)
(14.7.16.5)
(16.7-18.7)
(19.4-21.9)
(21.5-244)
(23.7-27.1)
(25.9-30.0)
(28.9-33.9)
(31.2-37.3)
7J.2
75.6
16.4
20.7
23.8
26.J
26.8
31.3
14.7
37.4
60-day
(12.5-14.0)
(14.8-16.5)
(17.5-19.5)
(196-21.9)
(22.4-25.1)
(24.6-27.8)
(26.8-30.5 )
( 29.0-33.2 1
(31.8-37.1 )
(34.0-40.0 )
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (Pi
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval. The probability that precipitation frequency estimates (for 6
given duration and average recurrence interval) will be greater ban the upper bound (or less than Ore lamer bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Ton
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http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.htm I?lat=36.2956&Ion=-76.23O7&data... 4/29/2013

Precipitation Frequency Data Server
Page 1 of 3
Intensity Chart
NOAA Atlas 14, Volume 2, Version 3
Location name: Elizabeth City, North Carolina,
us'
Coordinates: 6,-76.2307
tom""'.,
fA h
i
tion: 7
' source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonin. 0. Mard. B. tin, T. Pamybok, M.Yekta, and D. Riley
NOAA, National Weather service, silver Spring. Maryland
PF tabular I PF oraohical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in incheslhour)1
Average recurrence interval (years)
Duration
�1
2�05
10
25
50
100
Y00F
500
logo
6.21
6.11
7.02
7.96
8.98
9.83
10.6
11.4
12.4
17.3
5
4
( ,70-5.75)
(5.52-6.74)
1 (6.34-7.75)
1 (7.16-8.78)
(8.05-9.90) 11
(8.80-10.8)
1 (9.48-11.7)
1 (10.1-12.6)
1 (10.9-13.7)
(11.6-14.7)
10-min
4'16--JF
4.68
6.62
6.36
7.16--JF
7.6J---IF8.46
9,07
9.87
10.5
(3.76-4.59)
(4.42-5.39)
1 (5.08-6.20)
1 (5.73-7.02)
(641-789)
1 (7.00-8.62)
(7.53-9.30)
(BD3-998)
1 (864-108)
3.46
4.09
4.74
5.36
6.05
F 6.61
7.12
7.67
8.25
8.79
15•min
(3.13-3.82)
(3.70-4.52)
(4.28-5.23)
(4.83-5.92)
(5.42-6.67)
(5.91-7.27)
(634-7.84)
(676-8.39)
(7.25-9.08)
(7.66-9.69)
2.83
3.37
3.89
4.48
4.98
6.46
6.94
6.57
7,12
30-m72.37
(2.14-2.62)
(2.56-3.12)
1 (3.04-3.72)
(3.50-4291
(4.01-494)
(445-5.48)
(4.86-6.00)
1 (5.26-6.53)
(5,77-7,23)
(6,21-7.85)
t.48
1.77
2.76
2.63
2.98
3.37
3.76
4.17
4.71
5.20
60-min
1
(1.60-1.96)
1 (1.95-2.38)
(2.28-2.79)
(267-3.29)
(3.02-371)
(3.35-4.13)
(3.69-4.58)
(4.14-519)
(453-5.73)
0.864
1.04
1.29
1.54
Ft.86
F2.14
F 24
F2.73
F3.16
FJ.54
2-hr
(0776-0.964)
(0.934-1.16)
1 (1.16-144)
1 (1.38-1.72)
1 (1.65-2.06)
1 (1.90-2.38)
1 (2.14-2.70)
1 (2.40-303)
1 (2.74-3.50)
(3.05-3.92)
0.617
0742770.926
1.11
1.36
1.58
1.81
2.06
2.42
2.74
3-hr
(0.555-0.690)
(0.66B-0.830)
(0.832-1.03)
(0.996-1,24)
1 (1.21-1.51)
1 (140-1.75)
1 (1.60-201)
1 (1.60-2.28)
(2.09-2.68)
(2.35-3.04)
0.369
0.444
0.654
0.667
0.815
0.952
7.t0
1.25
1.48
1.fi8
6-hr
(0.334-0.410)
(0.401-0.494)
(0.499-0.617)
(0.599-0741)
(0728-0.904)
(0846-1.05)
(0.967-1.21)
(1.10-1.38)
(1.28-162)
1 (1,44-1.85)
0.216
0.269
0.326
0.393
0.484
F0.669
0.659
0.759
0.902
t.04
12-It
(0.195-0.24D)
(0.234-0.289)
(0.292-0.361)
(0.353-0.436)
(0.431-0.535)
(0.503-0.628)
(0.577-0726)
(0.657-0.834)
(0770-0.991)
1 (o872-1.14)
0.128
0.166
0.20t
0.239
0.296
0.343
0.396
0.465
0.642
0.616
24-hr
(0.118-0.140)
(0.143-0.170)
(0.185-0.219)
(0.219-0.260)
(0.269-0.321)
(0.310-0.373)
(0.354-0.430)
(0.402-0.494)
(0.471-0.591)
(0,527-0.674)�
0.1774
0.089
0.1t6
0.136
0.169
0.197
0.229
0.2fi4
0.3t7
0.362
2-day
(0.068-0.080)
(0082-0.097)
(0.105-0.125)
(0.125-0.148)
(0.154-0.183)
(0.178-0.214)
(0.204-0248)
(0.232-0.287)
(0.273-0.346)
(0.307-0.398)
0.052
0.063
0.081
0.096
0.1t8
0.137
0.157
0.180
0.213
0.244
3-tla
(0049-0.057)
(0.059-0.W9)
(0.075-0.088)
(0.088-0.104)
(0.108-0127)
(0.124-0148)
(0.141-0.170)
(0.159-0.195)
(0.186-0.233)
(0.209-0.267)
0.042
0.051
0.064
0.076
0.092
0.106
0.127
0.738
0.762
0.784
4-day
(0.039-0.045)
(0.047-0.055)
(0.060-0.069)
(0.070-0.082)
(0.085-0.099)
(0.097-0.114)
(0.110-0.131)
(0.123-0.149)
(0.142-0.176)
(0.160-0.202)
0.028
0.034
0.042
O.Od9
0.060
0.068
0.077
0.087
0.101
0.113
7-day
(0026-0.030J
(0.032-0.036)
(0.039-0.045)
(0.046-0.053)
(0.055-0.064)
(0A63-0.073)
(0.071-0083)
(0.079-0094)
(0.090-0.109)
(0.099-0.123)
10-tlay
0.022
0.026
0.033
F 0.038
F 0.046
0 OS
FOO58
0.065JFOO76
0.084
(0.021-0.024)
0.015
h3e25-0.028)
0.018
(0.031-0.035)
0.022
(0.036-0.040)
0.025
(0.043-0048)
0.029
(0.048-0.055)
0.033
(0.054-0.062)
0.037
(0.060-0.070)
0.041
(0.068-0.081)
0.047
(0.074-0.091)
0.051
20-day
(0.014-0.016)
(0.017-0,019)
(0.021-0.023)
(0.023-0,026)
(0.028-0.031)
(0.031-0.035)
(0.034-0.039)
(0.038-0.044)
(0.042-0050)
(0.046-0055)
0.012
0.015
0.018
0.020
0.023
0.026
0.029
0.031
0.036FF
0.038
30-day
(0012-0.013)
( 0014-0.015)
(0.017-0.019)
(0.019-0.021)
(0.022-0.025)
(0.024-0.027)
(0.027-0030)
( 0.029-0.033)
(0.032-0.038)
(0.034-0.041)
0.010
g.g12
0.010
0.016
0.019
0.021
O.D24
0.026
0.029
0.072
45•day
(F0.010-0.011 )
( 0.011-0.013)
(0.014-0.015 )
( 0.015-0.017)
(0,018-0020)
(0.D20-0.023)
(0.022-0.025)
(0.024-0.028)
(0.02]-0.031)
(0.029-0.035)
0.009
o o
7003
FOO16
70.017
0.018
a o7F0.022
7F
0.024
0.026
60-day
(0.009-0.010j
(0.010-0.011)
(0.012-0.014)
(0.014-0.015)
(0.016-0.017)
(0.01]-0.019 )
( 0.019-0.021)
(0.020-0.023)
(0.022-0.026)
(0.024-0028)
'Precipitation frequency (PF) estimates In this bible are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval. The probability that precipitation frequency esfimates (for a
given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Ton
PF graphical
http://hd se.nws. noaa. gov/hdsc/pfds/pfds_pri ntpage.htm l?I at=36.295 6&Ion=-76.23O7&data... 4/29/2013

APPENDIX E
CURRENT PROPERTY DEED

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c I£ eda bbodt la ttmWed, �dUimw dada Ag��1E"01 oo saes to anst (a wl l�dn
by re(ta�aa (tBnrks Ueder i4o7tt0 CwGtelllea law, rasl eto �
tntldb ham^)
6MIon L SM Of PnP" 2a1 failm"a al I' rtlx Sena a�mea to aeu and soya a.gaae tD biW �o wepa y for tba
Aet%m Mo.
and 1?synatatt d Cosdu 9dlor and Buyer.gees that all PrWM fmma (4 0f a ealeadar yaa bois?,
gage„ 3 rRoratrm o1 RtIPt B, ff airy, " be
i r s payypenb ad utOVtic1 a any otffir e.aiM O Ifafd=d d Aft
Offs d ua mad AM —My
taatatod a( tlw date of C6aefa8: 94ff Rho" pay lbr preAmatiM o% o��m' d ddaa 4dt eonvny�AD" � ar Wjoa
oblip/dims under t(b Ape(maat, ncwc bs l�a•rmae 004%).
miahod by %W, and fe Nwoft
Pwdua96ia11ttRan®aJ�{oaa1at70tilenn atlaavai i7awa. aaAa0+,�e oM.I+�M1
sTA?dmm Fom sWT
Rerbed I/mit
® T/t611
Raermtzim

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costs of soy Coto eemtb, two Imams ah aurery, do coat ad gay m i ffunipUens
Hager aba0 pay tans Beds, sortdneIbRWIFIM .
by Bnyet oaduthla AgtemeeafN M --'
SaW Petty dMU paY $S Own mrmaay-s Ac hic, titer time Qmaaet Date 4%Iptea
SeeMm 4. DEAecn®r 8e11at We" to no beta esbda to ddW+s to HaYK Qfl a00n ad raa60m'b� � 1lbrdtat W. cute pabdee.
of as i iftnedon mktiPE m Ilia property In pamataim of or orm WA a 8e elect d to 4m; Selbx malmius (1) say
rmvcys and OW109 of dg P Mvq etlbtlive measbes or aewee ootm'dom tefdad ro the Rtan we am 0 6k to Boym and but
�, y g.8ellm ro rdrmea sad t6muae eoy dtic iaattimo aged
t ' lfaah
Bards and Setlmb egeab and atemtays., and 01 the ntliff Y'a drta hz=:m ale ascot W mlense add tdaelnse difm�aldoes not
Propany'a slur iaam�a'a (or also 9nemmrd are tile ro 13gyar and irodf Btrya's and tidiIn eller a and attoma6 Buyer
prolimcocconmete the mmeesport sty remote oar tWa SeOrr degu1%item Boym' attall terms ro Ball�'all ntabeNeS dta a* by Seller m
save* putavmtfn this sector 4 (or Seedon 7, If t;01b fWe), If my, ands ll open Sgal request, Sawa" and
= lu a nut o[(atmf eat
mtttesm d be lam dfaeofd say' coal oflcer Iafarrt v=a rdming
to the owncaMp and aapy[i A the PMPIuW Mired by m at4f rcgea# of Ragan its aeg7ld,Ydta and uge�v, cad s1d1 do*m va Sauer, Wan the raleWe of
dkQCgy ffi0 EM stet Maury, 0*0 of 00 of ebe fba%&tE vidl t anyw,anuily or !gwaentstlaa by Hater as to the met 'ne, ea uricY at'
earrwlnms "on fim and dra of ad
Section S. 15eldemat '18
oT 7m seller exam it, cap" be Ample mdmtpWe cad Incurable tidy to the PAopo<IY
liens, m un brylum ad &*ctk of tltta ode. dten: (a) Waldg otdhmnaa af8sndn$ lbe Propatiy, (b1 J eoem (if Qfpiiabte) and (e)
amaem of terms e>;iseag m alto Urahaat Dam and etc not tArjecevt to by Boyer Prier to rite end ofeEumlaatPmiod (^petmlttad
ceptiaaa"k provWad tbtn sett stall be rtgtdlCrA to sodeq, at or pdar W Clad"L MY to drat may be adim8ed by the
pdymmm of a Amid tom. of uraaav, mach as locale of trot, uteatgasda or dtOsaror9 Ikra. 1{eder ttMa11 not otter hero m neo¢id env
ioatnmd there numb the Aoptafv (or my perecid. pMerty lisezd sacs Exhibit A) aft the Coders bete mltdmat ma prim wdltW
m
under lSaNee e. eotaudaan 7fdn AEt tort tba IJ4bte sad ab11�aAI of the purses nmder Wfa Agmaama arehetaby
4xmdldoued Won fldbtlatmd(otwnlaerlry Bm,+o; tdhodem' eapbott m iot�plled) of ebe IbdotsraS owditioaa:
be rble m djWn fho 1oaa+ elf any, enhtenned in 9eWoa I(b)�• snyer amm be able to obtain
(a) ffif8:[emaa 1be ]layer mot , ofilellat dm*h the daft of i;Wng
a fine amomlwenc'dcffidtt loan oaortxDac .,_, of Wa's decision, (ht or
Bayer agurm ro ass hn best e1lift m adrffiedadt tonan3maat urn) to rdvlaa seller ilnmtnlitady Wad ntcdpt m sC00% i(bxnl by
bdiae the store dam, Bn7m bad %a riebt to temdeeto this Ageeomatt fax fa0ma W. abtda fbo load o dlvms mob aodon. We
dctiv,>M to Seller wAtan ooaoa of 4mndaptios by
the 1 be date, efarm tawn8 u VY file eeamoe. Buyer
�r a' Bayer ra10
Agreement 011 he mall ad void and Euwgt bhrncy ebail be r m ,elm ahovo dae, Sella TW Wit in wdfiog firom
ba demnad to ith" Wdved Oro tom oemlidfdL dlodah>mudWdk g
Huger. a om of eye �atem fdKm. If 1"t falls to pro" seder a rapt of the COaIDaftcnmt War outdo five (� days o1'ipodpt
of satia'a regamt, That seller rally sour ma dr u Agaabamt by a notice to Haler at any bme tlrereoftm piovlded Shcm boa not
thentaraivafl sealing of tla commimafat teKar, add Bayer owl reWV0 a retain ofd3mmat'MOM,
ff' ftfe. is to umpoce any, IadebtadeIn wmlmdon vdth p 9mmd of the Purchase Pfico,
Dow % ma m sae iM ixat amm to gemW for the assamptlam shoal'l Boym and to goat. Boys °ball nottlr Sefka ire tg vd
hemtetdhaelyanonlendndadwiftim,tvbueepaadtieAPe�oatOW amlBrie "It acoaivearomaommmerdMmaay..
(c) yI{1a,Etmtt qtm-Alm dx CMft%r Do. 13ntym ahal►. at ]layer's <spdaa0. wue it tide eaaniasdad to be made a elm
Property before the mM of eft Gam fi2OkP Peded. der tba corns 6A snob dde me abandon abed abow
UMpdo almlmleWa turd bactable, saWd eo(y iA Parairead Heonot oe4 then "jar adti9
Seller to Wift at au each
title dafwm end emepdoas, In so Mad beer dfsn the and Of dretha Pedthe al, sad tiSwim small have thirty (.41h yam sure said
indeed da&ata If Seua data net sale 41m ddbde m obJtw. tdllbin ) W �' 1f _
Agteamant and Melia a retsina of gateest Mmey (aotsritbataadta8
In
pied"on dtte Ineomnof, Oe Ieinift cmV my:mdt be 9catsat. to do bmb m in me stain In. w tltb the Property fs tousled- TKO ro oft
PcaPertyIII befoofblcairagdlarmloe,seclrjeaoah'romendaad.eaecptiaaeaadpRmAaeO$>amId Inan oftbt stern tithe offer.
(ti)1fM _CdPlt Wm Jr ibe PiW", is snot ' s W=dally deco Remo eondW m err L7aae&
reasonable woo nand mar oloepmdr lion due Brryer sear G) tn�m & r and recdae a tMttf of the Fameat Moray m Cr8
Pfoeaed in Oaerog Whereopm Bnym shall be and w to «arrive, In addition to the Property, my of in Souris insormee paoeacda
payabbeaeccourdoffhedamageerrdeandadinryppltaWlomdmptoDattY. '.
4 8 '
��_ uslamtiale Sll'AIIDAHOFORM
ewindd R1=11
t9TY�11
Praeueed NRt apimmra err aro+�
1(daaRnarn aalY RaOe. FraW,aTLlaa4eAOOaH aaanm 6aaann Mac

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02/15/2013 13:94 2622370766 EAST5161PRIMINC
(�) I onm Its seams err me mm" d 8a4'.a �=amain 1xt A6 wadi becb'B atednt.
17mm, td>mll have ma tiJda m ema0f Men for ppo puwasa of bsP�°t• sed
tmdoetisg timber ectdsex SA me I'lmpedy 13MV dmU anndoat all aware orrane h ap otlB earitld sea' the plopeKly
boffi6
eafm>�g, d� under° and anaykg dike 11 lb Uy JA a goad gad , $caea er th mdeuey.� iaWjt m9 with SaikeS W
aatead by Buyers easy and c"he twepfoda mere tiballwMact, e®w da a eemme mar does dart umsdto god ea-dtec 1AWa>�
nay ugmea are and oqoymd of the PmP=tr. IA fat irate, BtA till ` �oato pia � � � 's
oaable of elm hoard elly imam° thm� b apm m me D�a mad AO gtva prior leaflet m afar' m Seller cvidmm Of
p 'eon of dw liaparly for ma VXPaae of OXI&Z hlB iaep OOE• Up°O 9o11eda tgpaMr. $'� >@mll prV°eda a8�oing W tdded
gmeml HdA tty ,°auramom. Ba9ar echo Jmva a tied to rae'Jaw and MaPua all 0°Sellers W eenta Sdircedy o
datjo m the pt." and arms be adld0l to review OUO boor' and'cootds of Saiiat that adMa ditwdy o the m and
hp�Va" Arat Buyer edudl act Swam MY im(hmtatlaa MID mly (or � �
mafntamaoca of t)n i'eaDarls, tom+ es ap404'er T, mW t> fity. nftruWA B W
made) amieas xoila� by l"r and the 6n . abnit be tdtsawlad end mzhg n moh eE4fldeadality. Bttgm
bcodets earl aB+ar ptof&sddenaT advhote, lA vialcb eta Baym dhdll ol>min �S� d� nnde:9tis StedeA 6(o) and ag" io
x1mmes an towoambelity Am me a m of imu its Nam regaMal 01.Tote bedmmdbeadim obligatrm ed'Bttym B1mB mtvi a the
1 and bold Seller hm dmp tame Pmpdriy c
a
na
rd
cloaa6 or earlier mr m ru maL Bnya' dl�u, at Baym^e c7 a9a waeWdv a"y ramose
by M15W3 omy cad oe aha lcmcd nn. Rw,zpt is t m fkafim 6(c) o%we and es lava bow the Codrmt Date ebr'M
mo and of mo ne Pecied to pmbnmt the above I k 140 OLB+ taxrt AM and tea EB iF 180Tt1t SELLER
FMCUASS TM p$OFM,rT,"amor lei' "m Of lTO 1ldr.ASOT1. A1vD 1�rm� wIU'WUS A 7tYli'fUM SELLER
TRMOY !? OR TO TM A�orrr olp TT'� PERMN TW '[RCB AliSfi>mfArld'C tl$AI.L
TE MIIVAT06ANDSUMIIB,"8V-
Seettop T. LeaM (MKA ems of tree fi0awlape to gtpSHade)e
® If ihbl bale is ehadid, Seiler' rd4fmadvdy �" and �Sm mmVere recce arc no Ins® (aa betdna�' elc8eal)
aBLstiaBthe oral or wnung, "corded
o
[.l if this box la nclad, Scalar ��ao that O cle a apmi 0f tbla lAgtmeeemL gee Property
ore a- "laaeca') and ma foUmw nap
(1) All Lemdas deal to kmkmd au fifeidtfi la, .
(b) Benersmadellver*Wks ofmyLetesto$dympwromttpScution4-if mal.e®asraetlemd6tada:
(a) gem telgeamR mid wmsmbe t4mt xe of mo Conesea Data thm ore no outttat dagmbe (err ad)' existing ftonlou which,
mMdtmtc omM
with and passage of then, W rho it�8 of me =. (d bent, or at the dacft Of eitteer ImeBosd W Wemtmuld
� 17s1hvh as af�mconhad
by SaOar, em 12,00 , err by any mat meat ss). Lmm ("Learn Deflmtt"). IA me event there is cad'
vet Sdkr 45ttes m W*e Balm with a dooled deecriPtiert of the etmadon iA oecotdnday ja S,�doo 4. tmcm A Lanni
1on®d n Lase Ddmlf a L.aammwtt adlm the Caotrant Deer, and agree 6et0eer m netl(y Strya iaaaadiatol4
pa71t aeiaea or is claimed, aasmsedor daveaeneai to be asserted by either SdbreR a mama waft ma I.ase.
(d) Tn ed&H" to me wtAtieaD Pf"M d is set tioa 6 of ®ill Ag�ocaS dda Attanmat and the d2bg and abllMdons of
ere psaies under this A9MWXm toe bacby msda axp,edsly conditioned open die waJ@oment of sera'° lotanegt to my Lew to BMW
la fetm and content amnotabto to new (vdm irnaet's vgdu® °omen gad aetema kdtmnpmc• if aMWMd order me"Losod), and ScRa
agora w use iM bast doom to eHbd seenb ,461AMad. Any matgtmteg wed tmdm tole Bxdoa 7 "1 be acted le be dativemd
at W balLmCtodag by SaAerid oddhlon to tboae 101176f4n tegobed enrkr Scettem 11 of mnA
(a) Seller agm to doBw m a atgem mA of my Leas° at m bcfom Ctoglag, wtb top mcmily dMpshm held by Seller oedm any
Lw m to be tTmemTed as atedited t) 13q for id or bemre Clads& Sella aiP0 °germ to a man cad ckitye (ad woex dildgmdy b
chtm coy teemot 'Sammy 'der mtm4) my ogemmot matificom and subondizadan, WAkadbace and smmamnt
apomm"
in mxh form aaHuyarmaYsoa,amdi4't�aat•
60tlimt 8. wvd'emmaamf: Seger meesrtr. foul waarbmRa t$d it has m actual Aperu)atF Of the ldesanaa W.diapmee4 eacapt as is
aeemdeata warm ap UtWc lear, wWdA ffiebaildatpa m W mo PraPsdY of haaardoao err m0la 9°a or rm�cei, abivll ane dofiaod as
@rose nebsiamm, mouzz ale, mai rraom, tan"V. tad, ad 11MW tq moso , �h 90 masaos T m mo UalmJ Bata
Dapanmere of T mapmmlon Bomdmu Mattiala 7&Ilc (49 CM Port 172.101) err by the Bavhoime0eml Ftotr+dima ASKS as
barmdaea eabalanwnt (4d CPA part 3W� ant rmmtdmmm mRam, W tmdt mbsamead, mam6ela and waatea; arbkfe ma W bacl (1)
rep"m -der any applieable trod, am a- i4rlerel law, badudnm with= gm8+dfoa, my ana minl, macro on aabsmme mhiab is (t)
periolaum rill abactaa (fal teab a'aad bipbovyls flv) d der a Sabtlaem pane! m Sectim all of the
sat _
gay4r7mi*> ,�- �—••— iJ��ai' fiTAND�71'gt11
r�� I m'mDlf
PManca driNpFmllathYadaNe
term FTlmv mra aea4 Rlmer� Airh9aa/0029 rml:ae naaaa lrid,

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PAGE 06109
cioan Wewr Ad of 1977 (33 U.S.C.11311) rx 1hload P'+tee to Seoft 307 orthe Chas Want• Act of 1977 (33, U.S.C. §13171 (d)
annot m a Act 4 ono waam prtwesmt ro tl)04 nth° Nenmeco Conrnrveaan god Rara>M9 Ad or 1976 (42 U.S.G §6903) ar
t t3ediaa 101 of tin, Ce rpreheaeive �00v' tau god
tvf) mwined as a hagu dam -kW— i>mmamo of oatim Of the Ft9PuW mom such stlb�aocam as
Lrahmay Act of 1900 ('la 13-&C §9601} Selbs lens no aamat lmowiad� °°yo�
may haw beam disposed of or soared on ¢ewmarnoc axe.
t'ntl1 Claris& au: ifek of to" a damap to aw PtoDottY, eoAW as 02=0ta mvvided
Section 9. Risk of 1"11"�^ rn Iro e3me ,130Iler einil bavt m soopumibail9 tot the
hcmin, stmB ba baron by Seller. B'Wo as to mradivaMMs theTrope* in b a 12 is w,illo'
TM* ofthc Freper(y, Itrcmding MY emgxamogets, ®less me putts
Ratio %. tfimrnert MPtb3' 1�i�°co
tn in tLe agent awl any of the odbloos haero Me rm madw. a In ate avow of a hrewb
of 9* Ageere= by Seiler,
eiler than the ammett blomy A as tY rammed to Inter, Rot m1f, etnm star( not afftxt soy other mvmfies
nt kd& to B4yta for swab: btaanh. to tiro groat ihla oftlr is accepted mad RCryet breathes this Am eemeu4 than the jSuaosr Money shell
lorititsd, but suob fmfaihsm slmdl eat dBxt era other remodles sra0ebie to Sella fat email mmoob. NOTE: In the event of a diVute
lac Wriaseer, 9olla add Buyer over art team ell a[aad'mo of aemaet MM halt is eom m! by a aetsmad goal meets Mora*, e w Moha is
re pdred by nth law to tdtdd sold Bomett blowy M its tmC ar oQua tv FcWutlt or6l $ bNl mwiOf *was lyt0e Duty Aol do
copeco Pot to ba dispodew or umdd dMV MVM- is adored by a avert of mmtpclonf jmisd<df
6untst Money may d the monist with 6c a�alwiste eletk,of com m meeerdowe wah the Provisiooa or N.GO.S.
193A-12
Section 1L Closld .. At m' bd= ClW:ivX 8ega• shall dalltvx m (pryer a general rrnQaaty m>Idg mar s ltitl of sala
B and otbor doatonemle a 3tvow ily eaeanmd is Viwdod by a seam in $smug WOMB ongv eltlNsiB
for a" pasawlty fisted am1160stt A, am oweer's mutt. Be" vdiiv &not end a nee-tmego sh+Mc afBagvit (pmwwm to the
Fmcign barest wnt M peal Fttgfddy'fltst Ad), mad ftYa &dl pry t9 Sdller'he Parmhoae P Cieft � tat e
Vgod an put of Use Panama, Men, The Medal; shall be 'e coodacwd by Buyaattorney
or bundled it baoto may raenneay agree inreefing. moo tmea be dollvered at CIavPma, totem alboMlae agree( harub. The FWAM FM cad
ad= finals min,&*mwd4nenamtothis Aetaementsb3anot bedabdwWT.m7Cius1oS6settAanplaee- .
Bertha a Notice" Unless otherwise Provided Imveio, all achoes and oaxr correuhloshmm trhiab may be or era required to to ghee
m eneeeetidl hetowith 9ma be in writing ud shall be dersxd tobolo bem twapmly Vven oed
or state by eta pony to me awes
received by ate date deovered il prom or (Ulmsitod in tbo unwed Stales mtdl, regtmerrd or e"04 Mml tewiPt rcq=Md, to tho
sddreasa set out M Seedon 1(g) 0 to grater' anti in 9adioa l(h) ar toBtrya, ac at snots esaun' addroesm ae spaaf[iad by vrrifZm ewdee
delivered M a ordmwn heroes& .
Sccuoo 0. YmlhoAgewsouft
This Agtmnxmt eonstit," the sole and =*a allomitat BOOM me pardon reran and coo
one f6adonofftAffeswadshallbeldadingrademireumitm8andsignedfryeaPottle"brra:m.
Sextme 14. ]6udhreestriBly: Thm Agmcmoou dhstl bewrmo a oormaot when signed by bah Soya and $oiler and sash slgdng as
commledcmed to halt partigsi it bring agmawdy grad that the RWM dwargwd in a& � to the hot mat Dwt'ss. thdr
ch
cm mftndm&n for aw pmpases of this eedino 14. This,AgseemcM "ball bloft own
hchm summers and anrd Weir Ponowt PgrewmativM
Seaman 15, Adverse DK01040[11e11 mud COwl"'nage vr" t" m
(a)S.elfee Sailer hen no IP0011 leowiedge of (1) mnAmioatfer(a) Wdc&f, or ew dWopbad with rasped to
the
p?otltedr, (14 aotiaoa, suits at proczedinID peaiang or threm ened again( the Frepartr. lilt) dumnoo contemplated M any applhabie
laws, WAlt ens or =well m n got ftopmdyi or (M vveraomnmt spools( asrosements. data pending or cen9tmed, for
sidewalk, paviog, warm, ,mesa; a arias lmiuvvememm oil or adjoining coo property, end no pvbft or confirmed ewmed sssorietioa
sptQWoesoecmaro,mtcapta"care Mmut^Name" or of
w��
Note: kbs Purposes of aria Agteemem4 a "amdimsed" upealal as6dement is defined as an oetme no that has been spinoved by a
governmeddt egaey or on owns' msodorimr f4c the pmpwi(s) sans(, uhagla or cot A is thily payable et timer of aloft A
'paadw WCCW ansenmamot is kQned on an amicssmom amt is under finned come deraam by a govdehtg hody. Seller rhea pay all
oww& aeowletirm eapeommic and aB gavcMIM121 mses0300 mndmwd se of the doe" of CloabS, if tmy, mad Buyer ehatl tales title
st4tleetm allpe snug eowwnca49 diltdaemd by (tolls bereif4 if mv,
.t��a�aatode9fondtre.i£aay.toe9 Ps'r....
6 Of
3dlarJaldalg grAND 6Rovind vMI
m 72011
r�asuma,.mwesrptcu.+ntroeaaaastsaw.,acn.m�svmim•,•iem naeramrdm.mm m.m,.erm

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PAGE 07/09
R9 S To 9elkla neater laomlelge, (D SeEat Leg cmykled WA all appHteblo taws, ax a regultma04
aamtes,m1.eeeadtadrkdomt>dteStiiaBroorarbsiti riteanucu r ibrfartomm 6ft.ofmo ePro,00ntunderwy_na(emaima,Aaihet'
eoeedtete toy ddoM tenser Or In t>a fm0eeltia orho rice or Is boeLm+m d 0)1Von too W ecbww � evettertegnt
lewomoot rosin& Sena is apmty arby�vhleh SCAa orflwPtapctry is boaadi and (lb) teach m ens
a atlatialstrddw Ctt yetldN°B m �radadrd sgalmt the Prbtb6v. and Shca i9 eat awned of miy lode gPoleh might
aut%action. suitor oftT 1ovo0dfu& waen� and allnemmts made by dye
OKA9hotrahbm:Ali terms , ' tdfmtooCWftandvddwra
Socilon pactica (d. gmlvw at Fhereon tAell savlvcsvclvc d fi>ncm.�ot9ai Anted. Sena eLat1, of or �rtldn rd:c (6) mmftso Boa dand edo;'sueh otba souse a
Qtrlha aansidm�. =zoom. aakIItrwWp end deliver to Breyer Hach adbr ocuments A4d ie promeA9, Weil in aawrd"wo
Bag" may reasonably � of m om bea"esury w mono oil4aati*ty ftwma:r the p!•rpmty daaadbed
tvid! dda AR"fflae .is Iooated. This form
17. Apt boable LAM This Al3<��d bill be mtpaoed undo tLo lows ofto emm in wh#cb the Property
b® onty beta onprovtd far use m Nmdt Can' Ira
section tell. Ato,"poear This Allccowt is ;iae(p wdgnablo tmleaa otlmrwisn mtpxaerly provided don i>sbibfr B.
Section III. T� Ddt,n'ea )� In doe wont DOM or SORa deddren to e(fect a mimed mtohm��' connection �DaB
of the prop", E ya Rod ScIW alM to oeaPendo to e>5lodng sash osaLar�S then a "duo ohecglag F"ny
ppoty aball be ate 9rt on tdditlasel d�mtx encaddarod wdW suL dtoLor'8°• °0d P
SWI not Oman any notional liab w wish na{ba 0 4m& om4d=ed eeahmtga Sella ad (Myer Oeil opoegic aedt InklAwml
domeneets, atao aaat to the I11046 ee SW to. togive et@ct to this provision'
Section 20. Maamtandant e; dp
Coofteo Upon emst by CA" ", ON I�Oe berew outa oxeaac a menanenman of would m
reemdo4de gam betun to surL wrwum Ltnbr (odor & a the Pacbme Price end ow we due) as donee pony tray wish to
i�onIft gnu aaetnaatl� of oordrut shay. ti)
n a etntemmt tier it aatoeattmltY t d, Clcfi .
ZcHbt thereby na of a �� ". to be atsadl, in the mmnoesedum (whA
coat elteaerd'ing aaah memOrtudo ut of me*D;t dud( be bane by the pety mqueoaag hartion ofm.
Section 21, AAMWIfF Feoh dBoswity to the, Agrefted oclumems and watrnow tint he a she bas fin aaatarity to sego mio
t AVCWt wd such hrsaxatems Ae mq be ==MY to E$bdante arty fmmaodoo emdemplal5d by than
Alpooment on babillf ofpaw Ierwhern be to she slim mad dedtgn orheralgremm binds aachraw.
sectie Ea
on 2L $roltelsapf act taw 't' lY Fot IW ham, Boa Had Bella up" to iademoljY stud hard oxeh atha Lte(mleat &wt
nay sect all glare or hcokea, mnndees ton reel asmm agems by, tlSet &err tmdcr the iudnmviFAM OZY for fees a m we
of sill our of fbc We of fhe pmp" to Raym 9vya and Sella xepreaam obd waaoet to snob oPoa that (!1 aseopt ne to me IBeeie as
dogfgmted undee Hoare= l(fj of this Ago —mg, *93'bava not employed net twgw my bmkas, euoeelume a tad galas agcros to
he moalved io thb n and (tit Out the eattpe 130coA of We Stobon is edWbG W by eel Bleb bo goremed by separ2w
ag7�mab antaed into M atooAgottLe Stellar, rite guysa• ondlardm Senor. ' .
Q EWSISXNTBE'A'IC STUCCO. If tbn n*cmt box Is oltoaiaed, Seger cAly lmnwn a it Piny" ty ISO bet nonce=°. Solbr
(either in whole w m prat) avw an "cos reli tnndt� g
con"maAat no reprmatntmiarta m watnmdw tegimUt�S is advised to OcAne hs orro mdgamdarrt dmarmimdiam aeial
reR+eet to ccndItions xela cd to or owniemd17 iho eA9ftM Of emhmAntmiab artlie Property. .
T66 NO= CAR0121A ASSOCIATION Ols RFALTOM, 13'lC. AND 7H8NMTJ5 CAROUNA BAR ASSOCIATION MAU
NO REnMsENTATION AS TO THE USUAL VAMM OR AOEQUACY OF ANY MOY161ON OF THIS FORM IN ANY
SjTZ IYC TRANSACMI. If' YOU DO Neff UNOE WAND THM FORM OR FM THAT IT D= NOT PROVIDE FOR
YOUR LEOAL KW3, YOU SHOl1IA MjtULT A NOM C,AROLINA REAL ESTATA ATTORNTY SWORE YOU SON
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CAROLINA
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'a is an official cop, of a portion of the above references food map It
s exUaI ted using F-MIT Online. THs map does not roll«[ chanpea
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e Hock. For the latest product iniormaUon about National Flood Insurance
,ram food maPr check the FEMA Flood Map Stove at Y ,mse.femaq

APPENDIX I
PRINTOUTS FROM SECRETARY OF STATE WEBSITE

North Carolina
Elaine F. Marshall DEPART MEINT or-n-iE
Secretary :_SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Account Login
Date: 4/3/2013
Click here to:
View Document Filings 1 File an Annual Report I
J Print a pre -populated Annual Report Form I Amended A Previous Annual Report I
Corporation Names
Name Name Type
NC EASTERN PRIDE INC. LEGAL
Business Corporation Information
SOSID:
0647965
Status:
Current -Active
Effective Date:
10/3/2002
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT-L
Registered Agent
Agent Name: THOMAS, CHARLES A.
Office Address: 2405-F WEST NASH STREET
WILSON NC 27896
Mailing Address: 2405-F WEST NASH STREET
WILSON NC 27896
Principal Office
Office Address: 2405-F WEST NASH STREET
WILSON NC 27896
Mailing Address: 2405-F NASH STREET W.
WILSON NC 27896
Officers
Title: PRESIDENT
Name: CHARLES A THOMAS
Business Address: 2405- F WEST NASH STREET
WILSON NC 27896
Title: SECRETARY
Name: BARNES BOYKIN
Business Address: 2405- F WEST NASH STREET
WILSON NC 27896
Stock

`F.'rp�EHr
_ BUSINESS CORPORATION
ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Eastern Pride Inc.
FISCAL YEAR ENDING: 1213112012
SECRETARY OF STATE CORPORATE ID NUMBER: 0647965
NATURE OF BUSINESS: Real Estate development7leasing
REGISTERED AGENT: Thomas, Charles A.
REGISTERED OFFICE MAILING ADDRESS: 2405-F West Nash Street
Wilson, NC 27896
E-Filed Annual Report
5568214
Do not data enter manually.
STATE OF INCORPORATION: NC
REGISTERED OFFICE STREET ADDRESS: 2405-F West Nash Street
Wilson, NC 27896 Wilson County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 2405-F Nash Street W.
Wilson, NC 27896
PRINCIPAL OFFICE STREET ADDRESS: 2405-F West Nash Street
Wilson, NC 27896
PRINCIPAL OFFICERS:
Name: Charles A Thomas
Name: Barnes Boykin
Title: President
Title: Secretary
Address:
Address.
2405- F West Nash Street
2405- F West Nash Street
Wilson, NC 27896
Wilson, NC 27896
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Charles A Thomas
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
Charles A Thomas
3/7/2013
DATE.
President
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525