SW7100106_HISTORICAL FILE_20100305

NORTH CAROLINA
Department of Environmental Qual

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

Pamlico Engineering Services, PLLC
128 Abbey Lane
WASHINGTON, NC 27889
PHONE [phone]
To:
Date: 3/5/10 Job No. 09009
NCDENR
Attention: Stormwater
Dw
Samir Dumper, PE
WE ARE SENDING YOU ® Attached ❑ Under separate cover via
the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of letter ❑ Change order ❑
U ut-
I�a!�
V Al�i'NG�
❑ Specifications
COPIES
DATE.
No
DESCRIPTION
2
Grading Plans
2
Application
2
Narratives and Calculations
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
All modifications requested in your2/26/10letter have been addressed. Please call if you have any questions.
Marie U. Peedin, PE.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Mr.
Eastern Pride, Inc.
PO Box 238
Colerain, NC 27924
Dear Mr. Thomas:
February 26, 2010
President
Subject: Stormwater Review SW7100106
Family Dollar_ Colerain
Bertie County
This office received a Coastal Stormwater Permit Application for the subject project on
January 20, 2010. A preliminary review of your project indicates that before a State Stormwater
permit can be issued the following additional information is needed:
Please submit the Stormwater Application with an original signature of the applicant.
Photocopied signatures cannot be accepted.
2. Please clarify total Impervious area. The Stormwater Application section IVA0(table)
shows total impervious of 23,958, while the Wet Detention Basin Supplement shows
28,967. Please make necessary corrections.
3. Please revise the plans to show how will the roof area be collected and send to Wet
Detention Basin or provide a note clearly describing collections of roof drains.
4. Please add the following: elevations of bottom of forebay and main pond, elevation of
weir between forebay and main pond and side slopes to Wet Detention Section detail
on sheet 3.
V 5. Provide Outlet structure detail with all necessary detail including elevations and trash
./ rack.
V 1Q. Clarify the Temporary Poll elevation. The Wet Detention Supplement shows
elevation of 45.5, while the plans show 46. Please revise.
7. Revise the Top and Bottom elevations of vegetative shelf on the Wet Detention
Supplement. These should be 6" above (44.50') and 6" bellow (43.50') the
Permanent Pool elevation.
8. Please delineate drainage area to the Wet Detention pond. This can be done on
separate 8 '/2 by 11 sheet.
9. The Wet Detention Supplement, SA/DA Data section, shows incorrect average depth
calculated (using option 2 as proposed). The average pond depth per my
calculations should be in range of approximately 3.05'. Based on this change, the
required surface area, provided surface area(size of the pond), the provided volume
calculations and orifice calculations are incorrect and should be revised accordingly.
/10. Provide two copies of revised documents and plan sheets.
North Carolina Division of Water Quality Internet: wswv.ncwmerdualit�Lorg
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NortC�h aprrofiina
An Equal Opportunity/Affirmative Action Employer- 50%Recycler1110% Post Consumer Paper Nati A lly

Page 2 of 2
The above requested information must be received in this office March 26, 2010 or your
application will be returned as incomplete. The return of this project will necessitate resubmittal
of all required items including the application fee. If you need additional time to submit the
required information, please mail or fax your request for time extension to me at the Letterhead
address and include the application number on the request. The request must include
justification for the amount of additional time needed. The request will only be granted for
justifiable delays that are unforeseen and beyond the owner or consultant's control.
You should also be aware that the Stormwater Rules require that the permit be issued
prior to any development activity. Construction without a permit is a violation of 15A NCAC
21-1.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to
$25,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you
have questions, please feel free to contact me at [phone].
Sincerely,
Samir Dumper, PE
Environmental Engineer
Washington Regional Office
cc: Washington Regional Office
Marie Peedin, PE, Pamlico Engineering Services, PLLC (128 Abbey Lane, Washington,
NC 27889)

REVISED-1
STORM WATER
MANAGEMENT PLAN
FAMILY DOLLAR
COLERAIN, NC
114 CA q "a
: 7
9 ft2la 2�
�, G' •,,•NEE..• !v .
H IE;;
-34
Marie . Peedin, P.E.
Project Engineer
PAMLICO ENGINEERING SERVICES, PLLC
128 ABBEY LANE
WASHINGTON, NC 27889
252-945-2983

Family Dollar Development
Colerain, North Carolina
Storm Water Management Plan
LOCATION:
This site is located on NC HWY 45 just south of the NC 45 and NC 42 intersection in
Colerain, Bertie County, North Carolina. The site is currently an open grass field with
woods.
DESCRIPTION:
This site is currently an open field with some woods. The development is going to
disturb approximately 1.2 acres
EXISTING DRAINAGE PATTERNS:
Surface runoff flows from the property into 2 existing ditches. One ditch is along the
southern property line while the other is along the westerly boundary line. This water
will ultimately drain into the Chowan River. The work that is to be preformed will not
change the existing drainage pattern. There are no riparian buffers in this project area.
PROPOSED PROJECT:
This project will consist of stripping and clearing the site and grading the existing lots for
construction of the building facilities. Any excess material from the site which is not
used shall be hauled off to an approved waste site. All fill material to be placed on the
site shall come from a permitted borrow pit. The wet pond is being constructed to control
the 1.5" volume of water from the proposed site development area as well as the 1.05 ac
of offsite drainage which will drain into the pond.
Storm Water Management
Runoff from the site shall he treated through grass swales and a wet detention pond.
Because of the existing soil types and the high water table a wet pond was designed as
the bmp to be used on this site. The ponds volume has been designed to treat the 1.5"
rainfall and draw this runoff down over 2-5 days. Attached are the calculations giving
the exact figures for all the volumes. The outlet structure has been designed to allow for
the q 10 storm event to pass through the pond.

Run Off Calculations
Simple Method
Rv = 0.05+.0091
post dev
1= 24.44 %
Rv= 0.27
Volume to be Controlled
V = design rainfall x Rv x drainage area
DA
Design Rainfall
Volume=
2.25 ac
1.5 in
3307.3 cf >/
REVISED 3l2l10

Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2009 by Autodesk, Inc. v6.066
Pond No. 1 - FAMILY DOLLAR WET POND
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 38.50 ft
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (tuft) Total storage (tuft)
0.00 38.50 975 0 0
1.00 39.50 1,278 1,123 1,123
2.00 40.50 1,613 1,442 2,565
3.00 41.50 1,980 1,793 4,358
4.00 42.50 2,378 2,175 6,533
5.00 43.50 -2,808 2,590 9,123 -
6.00 44.50 - 5,442 4,053 _13,176
7.00 45.50 - 8,489 6,908 20,084
8.00 46.50 = 9,703 9,088 29,173
Tuesday, Mar 2, 2010
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C] [PrfRsr]
[A] [B]
[C] [D]
Rise (in)
= 15.00
1.50
0.00 0.00
Crest Len (ft)
= 16.00 12.00
0.00 0.00
Span (in)
= 15.00
1.50
0.00 0.00
Crest El. (ft)
= 46.50 46.50
0.00 0.00
No. Barrels
= 1
1
0 0
Weir Coeff.
= 3.33 2.60
3.33 3.33
Invert El. (ft)
= 43.30
44.00
0.00 0.00
Weir Type
= Red Broad
- -
Length (ft)
= 30.00
0.50
0.00 0.00
Multi -Stage
= Yes Yes
No No
Slope (%)
= 0.50
0.10
0.00 n/a
N-Value
= .013
.013
.013 n/a
Orifice Coen.
= 0.60
0.60
0.60 0.60
Exffl.(in/hr)
= 0.000 (by Contour)
Multi -Stage
= n/a
Yes
No No
TW Elev. (ft)
= 0.00
Nww C.Newo rvice owxWxs are enely[
tntler inlet (ic) � Mlet (ac)
control. Weir risers � for oMKe m ,ticns (k) antl submergence (s).
Stage / Storage / Discharge
Table
Stage Storage Elevation
CIv A
Clv B Clv
C PrfRsr Wr A
Wr B Wr C
Wr D Exfil User Total
ft tuft
ft
cfs
cfs cfs
cfs cfs
cfs cfs
cfs cfs cfs cis
0.00
0 38.50
0.00
0.00 -
- 0.00
0.00 -
- -- - 0.000
0.10
112 38.60
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
0.20
225 38.70
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
0.30
337 38.80
0.00
0.00 -
- 0.00'
0.00 -
- - - 0.000
0.40
449 38.90
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
0.50
561 39.00
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
0.60
674 39.10
0.00
0.00 -
-- 0.00
0.00 -
- - - 0.000
0.70
786 39.20
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
0.80
898 39.30
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
0.90
1,011 39.40
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
1.00
1,123 39.50
0.00
0.00 --
-- 0.00
0.00 -
-- - - 0.000
1.10
1,267 39.60
0.00
0.00 -
- 0.00
0.00 --
- - - 0.000
1.20
1,411 39.70
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
1.30
1,556 39.80
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
1.40
1,700 39.90
0.00
0.00 -
-- 0.00
0.00 -
- - - 0.000
1.50
1,844 40.00
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
1.60
1,988 40.10
0.00
0.00 --
- 0.00
0.00 -
-- - - 0.000
1.70
2,132 40.20
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
1.80
2,277 40.30
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
1.90
2,421 40.40
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.00
2,565 40.50
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.10
2,744 40.60
0.00
0.00 --
-- 0.00
0.00 -
- - - 0.000
2.20
2,923 40.70
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.30
3,103 40.80
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.40
3,282 40.90
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.50
3,461 41.00
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.60
3,641 41.10
0.00
0.00 ---
- 0.00
0.00 -
- - - 0.000
2.70
3,820 41.20
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.80
3,999 41.30
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
2.90
4,178 41.40
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
3.00
4,358 41.50
0.00
0.00 -
- 0.00
0.00 -
- - - 0,000
3.10
4,575 41.60
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
3.20
4,793 41.70
0.00
0.00 -
- 0.00
0.00 -
- - - 0.000
Continues on next page...

't/egetaiion not shown d,,,: Average depth of permanent pool to use in the SA/DA tables (ft)
yO"
Freeboard &hardened
Option 1: dey ="'-DOOt
emergency overflow Api o°°t
,_,tayr Aa.._.nq Ae.._p,m
not shown ( + l\
Option 2: d„= 0.25x(1+ Depth
+ Ix
—*Side slope stabilized 11 2 J A� ,hy
per PEjudgmant
Temporary pool
egetate
Permanent pool
Side slope
Bottom of vegetated shelf
above
, -, Forebey
temet
temporary pool"` Bottom of pond (Sediment
I
Vegetated' '
Side slopes
clean -out top elevation)
I
shelf i-.2:1
loft, 10:1
Outlet orifice Sediment clean -out
.�
f 5tt Forebay Berm
Sediment storage (min 1 ft)
�l
Depth: Distance between bottom of shelf and bottom ofpond(excludes sediment)(ft)
Ayot ,y,g Surface area at bottom of shelf (includes main pond @ forebay(s)) (ft2)
0
At: Surfac a area at permanent pool (includes main pond ,& forebay(s)) (ft2)
—Ab.,,,: Surface area at bottom of pond excluding sediment storage (main pond only) (ft2)
V,,,,: Volume of permanent pool (includes main pond & forebay(s), excludes sediment) (R3)
D AV = VOL PER POOL
AREA PER POOL
OPT 1
VOL PERM 8172
AREA PERM POOL 4710
OPT 2
D AV =
1.74 FT
USE FOR AVG DEPTH
3
SA/DA =
2.95
DA =
2.25 AC
SA =
2,891.30
A SOT SHELF
3313 SF
A PERM POOL
4710 SF
A BOTT POND
1278 SF
DAV =
3.20 FT
DEPTH OF POND
4 FT
REVISED 3/2/10

Family Dollar Development
Pond Drawdown
Sizing Calculations
Total Storage Volume 11631.85 cf
Temporary Pond Volume 4895 cf
Days to Drawdown 2 days
Q = 0.028327546 cfs
Orfice Size for Pond Structure
a= 0.021610913
cd 0.6
h 0.667
q 1 0.028327546 cfs
r = 0.082939539
d 0.166 FT
d 1.990548947IN
Say 2 INCH opening
REVISED 3/2/10

Green: Interpolated value not in BMP Manual
Percent
Impervious Cover
Table 10-2: Coastal 85%
Table 104: Coastal 90%
Permanent
Pool Average Depth
k)
Permanent Pool Avera a Depth k
3.0
3.5
4.0
4.5
6.0
5.5
6.0
6.5
7.0
7.5
3.0
3.6
4.0
4.5 15.0
15.5
6.0
6.5
7.0 1
7.5
10%
0.90
0.80
0.70
0.60
0.50
0.00
0.00
0.00
0.00
0.00
1.30
1.00
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
11 %
0.98
0.85
0.75
0.65
0.55
0.09
0.081
0.07
0.06
0.05
1.41
1.10
0.90
0.80
0.69
0.59
0.48
0.37
0.27
0.15
12%
1.D6
0.90
0.80
0.70
0.60
0.18
0.16
0.14
0.12
0.10
1.52
1.20
1.00
0.90
0.78
0.68
0.56
0.44
0.34
0.20
13%
1.14
0.95
0.85
0.75
0.65
0.27
0.24
0.21
0.18
0.15
1.63
1.30
1.10
1.00
0.87
0.77
0.64
0.51
0.41
0.25
14%
1.22
1.00
0.90
0.80
0.70
0.36
0.32
0.28
0.24
0.20
1.74
1.40
1.20
1.10
0.96
0,86
0.72
0.58
0.48
0.30
15%
1.30
1.05
0.95
0.85
0.75
0.45
0.40
0.35
0.30
0.25
1.85
1.50
1.30
1.20
1.05
0.95
0.80
0.65
0.55
0.35
16%
1.38
1.10
1.00
0.90
0.80
0.54
0.48
0.42
0.36
0.30
1.96
1.60
1.40
1.30
1.14
1.04
0.88
0.72
0.62
0.40
17%
1.46
1.15
1.05
0.95
0.85
0.63
0.56
0.49
0.42
0.35
2.07
1.70
1.50
1.40
1.23
1.13
0.96
0.79
0.69
0.45
18°%
1.54
1.20
1.10
1.00
0.90,0.72,
0.64
0.56
0.48
0.40
2.18
1.80
1.60
1.50
1.32
1.22
1.04
0.86
0.76
0.50
19%
1.62
1,25
1.15
1.05
0,95
0.81
0.72
0.63
0.54
0.45
2.29
1.90
1.70
1.60
1.41
1.31
1.12
0.93
0,83
0.55
20%
1.70
1.30
1.20
1.10
1.00
0.90
0.80
0.70
0.60
0.50
2.40
2.00
1.80
1.70
1.50
1.40
1.20
1.00
0.90
0.60
21%
1.78
1,39
1.27
1.17
1.06
0.96
0.85
0.75
0.64
0.54
2.51 1
2.10
1.89
1.78
1.57
1.45
1.24
1.03
0.92
0.62
22°%
1.86
1.48
1.34
1.24
1.12
1.02
0.90
0.80
0.68
0.58
2.62
2.20
1.98
1.86
1.64
1.50
1.28
1.06
0.94
0.64
23°%
1.94
1.57
1.41
1.31
1.18
1.08
0.95
0.85
0.72
0.62
2.73
2.30
2.07
1.94
1.71
1.55
1.32
1.09
0.96
0.66
24%
2.02
1.66
1.48
1.38
1.24
1.14
1.00
0.90
0.76
0.66
2.84
2.40
2.16
2.02
1.78
1.60
1.36
1.12
0.98
0.68
25°%
2.10
1.75
1.55
1.45
1.30
1.20
1.05
0.95
0.80
0.70
2.95
2.50
2.25
2.10
1.85
1.65
1.40
1.15
1.00
0.70
26%
2.18
1.84
1.62
1.52
1.36
1.26
1.10
1.00
0.84
0.74
3.06
2.60
2.34
2.18
1.92
1.70
1.44
1.18
1.02
0.72
27%
2.26
1.93
1.69
1.59
1.42
1.32
1.15
1.05
0.88
0.78
3.17
2.70
2.43
2.26
1.99
1.75
1.48
1.21
1.04
0.74
28%
2.34
2.02
1.76
1.66
1.48
1.38
1.20
1.10
0.92
0.82
3.28
2.80
2.52
2.34
2.06
1.80
1.52
1.24
1.06
0.76
29%
2.42
2.11
1.83
1.73
1.54
1.44
1.25
1.15
0.9610.861
3.39
2.90
2.61
2.42
2.13
1.85
1.56
1.27
1.08
0.78
30%
12.5012.20
1.90
1.80
1.60
1.50
1,30
1.20
1.00
0.90
3.50
3.00
12.7012.50
2.20
1.90
1.60
1.30
1.10
0.80
31%
2.59
2.28
1.97
1.86
1.65
1.54
1.33
1.22
1.01
0.91
3.60
3.10
2.78
2.56
2.26
1.96
1.65
1.35
1.13
0.83
32°%
2.68
2.36
2.04
1.92
1.70
1.58
1.36
1.24
1.02
0.92
3.70
3.20
2.86
2.62
2.32
2.02
1.70
1.40
1.16
0.86
33%
2.77
2.44
2.11
1.98
1.75
1.62
1.39
1.26
1.03
0.93
3.80
3.30
2.94
2.68
2.38
2.08
1.75
1.45
1.19
0.89
34%
2.86
2.52
2.18
2.04
1.80
1.66
1.42
1.28
1.04
0.94
3.90
3.40
3.02
2.74
2.44
2.14
1.80
1.50
1.22
0.92
35%
2.95
2.60
2.25
2.10
1.85
1.70
1.45
1.30
1.05
0.95
4.00
3.50
3.10
2.80
2.50
2.20
1.85
1.55
1.25
0.95
36%
3.04
2.68
2.32
2A6
1.90
1.74
1.48
1.32
1.06
0.96
4.10
3.60
3.18
2.86
2.56
2.26
1.90
1.60
1.28
0.98
37%
3.13
2.76
2.39
2.22
1.95
1.78
1.51
1.34
1.07
0.97
4.20
3.70
3.26
2.92
2.62
2.32
1.95
1.65
1.31
1.01
38%
3.22
2.84
2.46
2.28
2.00
1.82
1.54
1.36
1.08
0.98
4.30
3.80
3.34
2.98
2.68
2.38
2.00
1.70
1,34
1.04
39%
3.31
2.92
2.53
2.34
2.05
1.86
1.57
1.38
1.09
0.99
4.40
3.90
3.42
3.04
2.74
2,44
2.05
135
1.37
1.07
40%
3.40
3,00
2.60
2.40
2.10
1.90
1.60
1.40
1.10
1.00
4.50
4.00
3.50
3.10
2.80
2.50
2.10
1.80
1.40
1.10
41%
3.48
3.07
2.67
2.46
2.16
1.95
1.65
1.44
1.14
1.03
4.61
4.10
3.58
3.18
2.87
2.56
2.16
1.85
1.45
1.14
42%
3.56
3.14
2.74
2.52
2.22
2.00
1.70
1.48
1.18
1.06
4.72
4.20
3.66
3.26
2.94
2.62
2,22
1.90
1.50
1.18
43%
3.64
3.21
2.81
2.58
2.28
2.05
1.75
1.52
1.22
1.09
4.83
4.30
3.74
3.34
3.01
2.68
2.28
1.95
1.55
1.22
44%
3.72
3.28
2.88
2.64
2.34
2.10
1.80
1.56
1.26
1.12
4.94
4.40
3.82
3.42
3.08
2.74
2.34
2.00
1.60
1.26
45%
3.80
3.35
2.95
2.70
2.40
2.15
1.85
1.60
1.30
1.15
5.05
4.50
3.90
3.50
3.15
2.80
2.40
2.05
1.65
1.30
46%
3.88
3.42
3.02
2.76
2.46
2.20
1.90
1.64
1.34
1.18
5A
4.60
3.98
3.58
3.22
2.86
2.46
2.10
1.70
1.34
47%
3.96
3.49
3.09
2.82
2.52
2.25
1.95
1.68
1.38
1.21
5.27
4.70
4.06
3.66
3.29
2.92
2.52
2.15
1.75
1.38
48%
4.04
3.56
3.16
2.88
2.58
2.30
2.00
1.72
1.42
1.24
5.38
4.80
4.14
3.74
3.36
2.98
2.58
2.20
1.80
1.42
49%
4.12
3.63
3.23
2.94
2.64
2.35
2.05
1.76
1.46
1.27
5.49
4.90
4.22
3.82
3.43
3.04
2.64
2.25
1.85
1.46
50%
4.20
3.70
3.30
3.00
2.70
2.40
2.10
1.80
1.50
1.30
5.60
5.00
4.30
3.90
3.50
3.10
2.70
2.30
1.90
1.50
51 %
4.28
3.78
3.35
3.05
2.75
2.45
2.15
1.85
1.55
1.33
5.74
5.10
4.40
3.99
3.58
3.18
2.77
2.36
1.95
1.54
52%
4.36
3.86
3.40
3.10
2.80
2.50
2.20
1.90
1.60
1.36
5.88
5.20
4.50
4.08
3.66
3.26
2.84
2.42
2.00
1.58
53%
4.44
45
3.15
2.85
2.55
2.25
1.95
1.65
1.39
6.02
5.30
4.60
4.17
3.74
3.34
2.91
2.48
2.05
1.62
54%
4,52
50
3.20
2.90
2.60
2.30
2.00
1.70
1.42
6.16
5.40
4.70
4.26
3.82
3.42
2.98
2.54
2.10
1.66
55%
4.60
55
3.25
2.95
2.65
2.35
2.05
1.75
1.45
6.30
5.50
4.80
4.35
3.90
3.50
3.05
2.60
2.15
1.70
56%
4.68
60
3.30
3.00
2.70
2.40
2.10
1.80
1.48
6.44
5.60
4.90
4.44
3.98
3.58
3.12
2.66
2.20
1.74
57%
4.76
.65
3.35
3.05
2.75
2.45
2.15
1.85
1.51
6.58
5.70
5.00
4.53
4.06
3.66
3.19
2.72
2.25
1.78
58°%
4.84
.70
3.40
M3.10
3.10
2.80
2.50
2.20
1.90
1.54
6.72
5.80
5.10
4.62
4.14
3.74
3.26
2.78
2.30
1.8259%
4.92
.75
3.45
3.15
2.85
2.55
2.25
1.95
1.57
6.86
5.90
5.20
4.71
4.22
3.82
3.33
2.84
2.35
1.8660%
5.00
.80
3.50
3.20
2.90
2.60
2.30
2.00
1.60
7.00
6.00
5.30
480
4.30
3.90
3.40
290
240
19061°%
5.10
.87
3.56
3.25
2.94
2.63
2.32
2.01
1.62
7.11
6.10
5.37
4.87
4.37
3.96
3.45
2.95
2.45
1.9462%
5.20
.94
3.62
3.30
2.98
2.66
2.34
2.02
1.64
7.22
6.20
5.44
4.94
4.44
4.02
3.50
3.00
2.50
1.98

Edenton, NC
Precipitation Data Chart From: http://hdsc.nws.noaa.govlhdse/pfdsi
Precipitation
Fre
ncy Estimates
Unches11
ARr
(yeah)
6
min
10
min
16
min
1 30
min
60
min
120
min
3
hr
6
hr
12
hr
24
hr
48
hr
4
day
7
day
1 10
day
20
day
30
day
46
day
60
day
1
0.44
0.7
0.881
1.21
1.5
1 .761
1.9
2.3
2.7
3.11
3.59
4.07
4.761
5.43
7.36
9.09
11.3
13.5
2
0.51
0.82
1-031
1.42
1.78
2.111
2.3
2.7
3.2
3.79
4.35
4.93
5151
6.52
8.77
10.8
13.3
16
5
0.58
0.93
1.18
1.87
2.14
2.57
2.8
3.3
3.9
4.89
5.58
6.27
7,21
8.07
10.7
13
16
18.9
10
0.66
1.06
1.34
1.95
2.53
3.1
3.4
4
4.8
5.82
6.63
7.38
8.43
9.35
12.2
14.8
18.1
21.2
26
0.75
1.19
1.51
2.24
2.98
3.72
4.1
4.9
5.9
7.19
8.22
9
10.2
11.2
14.4
17.2
21A
24.4
60
0.82
1.31
1.66
2.5
3.39
4.31
4.8
5.8
6.9
8.37
9.6
10.4
11.6
12.7
16.2
19.1
23.6
26.9
100
0.89
1.42
1.79
2.74
3.78
4.88
5.5
6.6
8
9.68
11.1
11.8
13.2
14.4
18.1
21.1
26.1
29.4
200
0.96
1.52
1.92
2.98
4.19
5.51
6.3
7.6
9.2
11.1
12.8
13.4
14.9
16.1
20A
23.1
26.8
32
600
1,04
1,65
2.07
3.3
4.73
6.35
7.3
8.9
11
13.2
15.4
15.8
17.3
18.6
22.9
25.9
325
35.5
1000
1.12
1.76
2.21
3.58
5.23
7.15
8.3
10
13
15
17.6
t8
19.3
20.8
25.2
28.1
35.5
38.2
Intensity, Peak 10-yr, 24hr
d(in)/24hr
0.24 in/hr
Depth at 24hr & 10-y,: d=
5.82 in
Intensity, Peak 1-yr, 24--hr
d(in)/24hr
0.13 in/hr
Depth at 24hr& 1-yr: d=
3.11 in
Intensity, Peak 10-yr
d(in)/t,(min)`60(min/hr)
7.67 in/hr
Depth at T� & 10-y,: d=
0.66 in
Intensity, Peak 1-yr
d(in)k(min)'60(min/hr) 0.76 in/hr
Depth at T�& 1-yr: d= 0.44 in
Time of Conc.: T,= 5.16 min
=(L3/H)'38'/128
Hydraulic Length, L 609 it
Change in Elev., H 10.69 ft
e time of concentration to determine the "1-yr" storm, but not the
24hr" storm. Note that the "I-yr, 24hr" value discussed here is
regulated storm.
(Calculate this value from the hydraulic length and the change in elevation
along the hydraulic length)
Furthest distance water flows to BMP (Example Site)
Over hydraulic length (Example Site)

L INPUT DATA
Location: ElimbeH%C ry
2-Year 100-Year Source
5 minute
e,a _0.48„:,.z'.'F
,a's',„40.814ti '°.
NOAA Hydro-35
15 minute
1.02�:.-
18L't?%
NOAA Hydro-35
60 minute
4k nl 80'",:s'
"• 3 70
NOAA Hydro-35
24 hour
.;4,00';af,.„-y_9.W,tJ'd;3,
USWB TP-00
11. DEPTH -DURATION -FREQUENCY TABLE
Return PerioJ
Duration 1-Year
lioehesl
2-Year
linchesl
5-Year
finch"i
10-Year
inches
25-Year
finches]
50-Year
fincivesl
IWYear
linthal
5 minutes 0.38
0.48
0.55
0.60
0.68
0.75
0.81
10 minutes 0.64
0.80
0.93
1.02
117
129
1.40
15 minutes 0.82
1.02
1.19
1.32
1.51
1.66
1.81
30 minutes 1.12
1.40
1.71
1.92
2.24
2.49
2.74
60 minutes 1.44
1.80
2.24
2.55
3.00
3.35
3.70
2 hours 1.63
2.04
2.57
2.94
3.46
3.87
4.28
3 hours I.83
2.28
2.89
332
3.92
4.40
4.87
6 hours 2.32
2.90
3.72
429
5.10
5.73
6.35
12 hours 276
3.45
4.46
5.16
6.15
6.91
7.68
24 boon 3.20
4.W
5.20
6.03
7.19
8A0
9.00
III. INTENSITY -DURATION FREQUENCY DATA
Return Period
Duration 1-Year
in/hrj
2-Year
lin/hrl
5-Year
[in/hrl
10-Year
lin/hrl
25-Ye r
lia/hr]
50-Year
[in/hrl
100-Year
in/l rl
5 minutes
4.61
5.76
6.58
7.22
8.19
8.96
932
10 minutes
3.83
4.79
5.56
6.15
7.02
7.71
8.40
15 minutes
3.26
4.08
4.76
5.27
6.04
6.64
T24
30 minutes
2.24
2.80
3.41
3.85
4.48
4.98
5A7
60 minutes
1.44
1M
2.24
2.55
3.00
3.35
3.70
2 hours
0.82
1.02
1.28
1.47
1.73
1.94
2.14
3 boon
0.61
1 0.76
0.96
. 1.11
1.31
1.47
L62
6 boon
0.39
0.48
0.62
11.71
0.85
0.95
1.06
12 hours
0.23
0.29
0.37
0.43
0.51
0.58
0.64
24 hours 1
0.13
0.17
0.22
0.25
0.30 1
0.34
0.38
CALCULATIONS:
1/1
Duration
I -Year
2-Year
5-Year
10-Year
25-Year
50-Year
I 100-Year
5
0.22
0.17
0.15
0.14
0.12
0.11
0.10
10
0.26
0.21
0.18
0.16
0.14
0.13
0.12
15
0.31
0.25
0.21
0.19
0.17
0.15
0.14
30
0.45
0.36
0.29
0.26
0.22
0.20
0.18
60
0.69
0.56
0.45
0.39
0.33
0.30
0.27
120
1.22
0.98
0.78
0.68
0.58
0.52
0.47
18
L64
131
1.04
0.90
0.76
0.68
0.62
3600
36
2.59
2.07
1.61
1 A0
1.18
1.05
0.94
720
4.35
3.48
2.69
2.33
1.95
1.74
1.56
1440
7.50
6.00
4.62
3.98
3.34
2.96
__26
i-Year
2-Year
5-Year
i 10-Year
I 25-Year
I 50-Year
I Inn -Year
Slope:
O.W874
0,00699
0.00543
0.00469
0.00349
0.00314
Y-Intercept:
0.17538
0.14031
0.12626
0.11627
OD9488
0,08770
114
143
184
213
M26
28
3318
h:
20
20
23
25
27
28

t

RECEIVEO OCT - 9 2009
errc®n
TERRACON CONSULTANTS, INC.
314 Beacon Drive
Winterville, North Carolina 28590
PHONE [phone]
FAX [phone]
TO: Hudson brothers Construction Company, Inc DATE: October 7, 2009
PO Box 2687
Greenville, NC 27836
Attention: Mr. Selden Taylor
JOB NAME: Family Dollar — Colerain
NC Hwy 45
Colerain, NC
TERRACON JOB NO.: 72091199
We are sending you the following information:
Report dated September 30, 2009.
YEARS
OF
DELIVERING
Copies:

'LIMITED SUBSURFACE EXPLORATION REPORT lr�rr�c®n
Report Number: 72091199.0001
Service Date: 09/30/09 314 Beacon Dr.
Report Date: 10/01/09 Winterville, NC 28590
252-353-1600
Client Project
Hudson Brothers Const Co Inc Family Dollar - Colerain
Attn: Selden Taylor NC Hwy 45
PO Box 2687 Colerain, NC
Greenville, NC 27836-0687
Project Number: 72091199
Terracon personnel: Bob Neel and Tim Summerlin
As requested by Mr. Selden Taylor, representing Hudson Brothers Construction Company, Inc., representatives of Terracon
Consultants, Inc. were present on the project site today to provide a limited subsurface exploration for the subject project using a dynamic
cone penetrometer and a soil auger.
Six locations, as indicated on the attached drawing, were tested on this date. Dynamic cone penetrometer test results were obtained at
approximate one foot intervals from a depth of one foot to a depth of five feet below the existing site grades. The test results obtained are
attached.
The soil encountered today included approximately one foot of dark brown silty fine sand topsoil, underlain by yellow brown, tan
brown and gray silty fine sandy clay. Groundwater was not encountered to the depths augered; however, the depth to the seasonal high
water table was noted to occur at a depth of 2.0 to 3.0 feet below the existing site grades. The depth to the seasonal high water table
observed at each test location is indicated on the attached pages. Per Ms. Marie Peedin, a soil permeability test would not be needed based
on the observed depth to the seasonal high water table and the observed soil texture (silty fine sandy clay).
The potential for soft soil from a depth of 1 to 3 feet exists at this site. If soft soil is encountered under the footing, slab or pavement
areas, this soil should be removed and replaced with suitable material.
Based on the dynamic cone penetrometer test results obtained today, the soil tested generally appears satisfactory for the soil design
bearing pressure of 2000 psf.
-Mr. Selden Taylor was informed of the test results and recommendations by written transmittal.
Reported To: Selden Taylor
Contractor. Hudson Brothers Const Co Inc
Report Distribution:
(I) Hudson Bro16m Caul Co ]nc
Reviewed By: QC f�15tryw'1
Carl F. Bonner, PE
Office Manager 11
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.
BC0001, 9.09-09. Re 4 Page I of I

LIMITED SUBSURFACE EXPLORATION REPORT limacan
Report Number 72091199.0001
Service Date: September 30, 2009
HAND AUGER DEPTH BELOW PENETROMETER
BORING LOCATION FOOTING BOTTOM VALUE COMMENTS
Number 1, as
1.0
6-6-5
indicated on the
attached drawing
2.0
3-2-3
3.0
6-6-8
Seasonal high water table at
3.0 feet (yellow brown and
4.0
5-8-9
gray silty fine sandy clay); dry
to 5.0 feet at the time of
5.0
7-9-10
boring.
Number 2, as
1.0
5-5-4
indicated on the
attached drawing
2.0
4-4-5
Seasonal high water table at
3.0
7-8-7
2.5 feet (yellow brown, tan
brown and gray silty fine
4.0
7-12
sandy clay); dry to 5.0 feet
at the time of boring.
5.0
5-7-9
Number 3, as
1.0
13
indicated on the
attached drawing
2.0
4-4-6
3.0
6-8-8
Seasonal high water table at
3.0 feet (10 YR-6-2 mottles-
4.0
6-8-7
yellow brown and light
brownish gray clayey fine
5.0
11-11-11
sand); dry to 5.0 feet at the
time of boring.
RESPECTFULLY SUBMITTED
TERRACON
ce�'Q IIe-ev\-r�
Page 2 of 3

LIMITED SUBSURFACE EXPLORATION REPORT 1
Report Number:72091199.0001
Service Date: September 30, 2009
HAND AUGER DEPTH BELOW PENETROMETER
BORING LOCATION FOOTING BOTTOM VALUE COMMENTS
Number 4, as
1.0
4-6-5
indicated on the
attached drawing
2.0 .
- 4-5-5
Seasonal high water table at
3.0
6-8-8
2.5 feet (1 OYR-7-2 mottles —
yellow brown and light gray
4.0
9-12
silty fine sandy clay); dry to
5.0 feet at the time of boring.
5.0
16
Number 5, as
1.0
15+
indicated on the
attached drawing
2.0
11-12
Seasonal high water table at
2.0 feet (yellow brown and
3.0
14
gray silty fine sandy clay); dry
to 5.0 feet at the time of
4.0
15+
time of boring.
5.0
16
Number 6, as
1.0
3-4-5
indicated on the
attached drawing
2.0
7-8-8
Seasonal high water table at
2.0 feet (1 OYR-7-1 mottles —
3.0
11-13
brown, yellow brown and light
gray silty fine sandy clay); dry
4.0
14
to 5.0 feet at the time of
boring.
5.0
9-12-14
RESPECTFULLY SUBMITTED
TERRACON
00�0-.t�-,'
Page 3 of 3

14
f
.

L-� -Bt4.� «P-5 -b �� Ye1oco-4Q , f-*-kA
2-
PROAOSED
Bl l flNG
h1.
112,a 41 15161I 181
�rur ra .
Y 110 III la 1la1/II15f-�
. 42,2 �i �
SOUTH MAIN S7REET
COLERAIN N.C.
SCHEMAflC SITE PLAN

` Date Filed: 7/20/24109 1:29:00 PM
CD-479(42) usiness Corporation North Carolina A North Elaine F.MCarolina Secretary ary
of State
10.2n-06
This report may be filed online at the Secretary of State website: www 2009 230 00564
Nomeof Bus. Corporation: EASTERN PRIDE INC.
Fiscal Year Ending: 12 31 08 State of Incorporation: NC
Month / Day / Year
Secretary of State ID Number: 0647965
❑1 hereby codify that the infoanofion requested below (required by NCGS 55-16-22) has not changed since gte moat recently filed annual
report and is therefore complete.
Nature of Business: REAL ESTATE DEVELOPMENT/LEASING
Registered Agent: CHARLES A THOMAS
Registered Office Mailing Address: 2405—F NASH STREET W
County: WILSON City: WILSON State: NC ZipCode:27896
Registered Office Street Address: 2405—F NASH STREET W
County: WILSON City: WILSON State: NC Zip Code: 27896
Signature of New Registered Agent:
(Signature constitutes consent to the appointment)
Principal Office Telephone Number: 2 5 2— 3 9 9 —19 6 4
Principal Office Mailing Address: 2405—F NASH STREET W
City: WILSON State: NC Zip Code: 27896
Principal Office Street Address: 2405—F NASH STREET W
City: WILSON State: NC Zip Code: 27896
Name, Title, and Business Address of Principal Officers:
Name: CHARLES A THOMAS Title: PRESIDENT
Address: 2405—F NASH STREET W
City: WILSON state: NC zip: 27896
Name: BARNES BOYKIN Title: SECRETARY
Address: 2405—F NASH STREET W
City: WILSON State: NC zip: 27896
Name: Title:
Address:
City: State: Zip:
(Must be completed by all Business Corporations).
0-A 4k 11`ii�- "11(410
Signature (Forth must be signed by an officer of corporation) Date
CHARLES THOMAS PRESIDENT
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CHOWAN RIVER BASIN
General Map or the Chowan River Basin
03-01-02
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BERTIE
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Print Page - NC Areas Subject to Phase 11 Post -Construction & Other Stormwater Progra... Page 1 of 1
NC Areas Subject to Phase II Post -Construction & Other Stormwater Program Requirements
Map Legend
^I
mtentatea
^/
Local Roads
r/
Secondary Roads
Primary Roads
Nus
"Ha ly
N
xc War..,
Caucus.
1:24K Nydrography (Arcs)
Nydfography
f:2.K Ptivpal.
Municipal Boundaries
Slormwater Jurisdiction
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COl.tal Sl.te SW Propr.w
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o..n.PPlea Prvam.
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11
as..l.m
The map representations are the best available
as of June 26, 2009. Please check with the local
government (pty or County) in your location to
verify specific stormwater requirements.
Areas subject to Stormwater Post -Construction
(Permitting) are based on existing programs am
Session taw 2006-246. NC Division of Water
Quality, 11/19/2009
1
- 9nlno`
.2
2
�xknrv�Si
y,
I I:n>V:hy p-
nS
c'
Results
ConWa
DWQ Regional Office
DENR
lRegion :
Washington
County :
BERTIE
Perml[tin9 :
State
Basis :
Coastal State SW Permitting Program
Ype :
Coastal county or community
Notes :
Coastal SW Rules apply
Phase 2 :
Not a Phase II area
urisdittlan:
BERTIE CO
http://204.211.239.2021storinwaterlprint.aspx?CMD=fNIT&XMIN=-76.78268 l 41060563... 1 I / 19/2009

sortie Covet, Register of Deeds
ag p L 'star of Deeds
Isat► 21 Hook 88 Page 603
8 Pgs: 3 04/21/2008 12:18:53pp(r ,
This certifies that there are no delinquent ��fy'V
ad valorem real estate taxes, which the
f3ertie County Tax Collecfpr is charged
With �collecting thatgg, a lip oe
Pin A
bertle County Office of Lem! Red". This
Is not a Certification that the Pin e
sth deed descry
50
Tax Lot No. Parcel idtsrttifie�o'"'6859 88-2616 & 6859-88-1405
Verified by County on the _day of
200 .by
Mail after recording to: W01000Rivers Gater
On�Polunibus Cerrtef =wits 1100
Virginia Beach",VA 23462
This instrument prepared by: Wolcott Rivers Gates
Brief description for the Hollo
Index 20�f&Cu St Berrie �NC 45N
To of Cole Bertie Cou�ty, North Carolina
NORTH CAROLIIM GENERAL WARRANTY DEED
Deed of Gift ExemR�From TW NC General Statute §105-228
THIS DEED made this d arc�l� 000 by and between:
GRANTOR GRANTEE
WOOD BEASLEY, JR C. WOOD BEASLEY, JR., and BLAIR R.
B EY, Trustees of the C. WOOD
st Office Box 38 B=hY, JR, REVOCABLE TRUST,
lemin, North Carolina 27924 o/a/d August 21, 1997, as amended,
unrecorded,
c/o Post Office Box 38
,6s Colerain, North Carolina 27924
The designation Grantorand Grantee as used herr&n shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a *uable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has "n y these nts does grant and convey all of the undivided
e G tee, in .4 , all that certain lot, parcel or tract of
one-half interest of the Grantor unti
land, with all buildings and apputtemmoes mewon, situated in the Town of Colerain, Bertie
County, North Carolina adjoining North Carolina Highway #45. Academy Street, J. C. Beasley and
others, and more particularly described as follows:
BEGINNING at the intersection .C. Highway fi45 and Academy Street at the iamb and
Homing thence along Academy ortltr'`T�: West 237.50 feet to the comer of the J.
C. Beasley lot•, thence along line of�asley o173fiuth 1 I degrees West 180 feet; thence
North 80 degrees West 100 feet to the G. M. olley line; thence along the Holley line South 14
degrees West 82 feet to a cherry tree standing at the edge of a ditch; thence along said ditch
North 81 degrees East 234 feet to the line of Dr. E. B. Beasley, a ditch; thence along said ditch
South 7 degrees West 386 feet to a hedge, line of J.
A. Jordan; thence along a hedge and small

Ina 2 jir�k B„ 91 page; 604
ditch South 87 degrees East 552 feet to a North Carolina Highway #45; thence along said
highway North 14 degrees East 324 feet to an iron pipe and small elm tree, corner for Carroll W.
ft
Beasley; thence along said Beasle me North 79 degrees West 145 feet to an iron pipe; thence
North 9 degrees East 100 feet to Crory ipe;� s�, 79 degrees East 151 feet to a cart axle
at the edge of North Carolina• rghway thence alo said highway North 14 degrees East
160 feet to Academy Street, the point of beginning, and being more particularly described on a
survey entitled, "Map of Mrs. C. W. Beasley Land Located in the Town of Colerain, Bettie
County, North Carolina", made by J. B. Parker, Surveyor, dated May 1, 1952, which said plat
is recorded with the deed recorded to the Office of the Register of Deeds for Bettie County,
North Carolina in Book 426 at P 327, whipMeed dated October 2, 1952, also shows that is
the same property conveyed � C. WbQ¢ B 9Q,1S�If om Lucille W. Beasley.
TO HAVE AND TO HOLD the aforesaid lands with all of the rights and privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the tee, tha��Grantor is seized ofthe premises in fee simple, has
the right to convey the same th 'ysi:�le, tlt�9111EZ-,ruarketable and fiee and clear of all
encumbrances, and that Grantor till warrsn` 40 defend t re title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated. Title to the property hereinabove
described is subject to the following exceptions:
1) All easements, restrictions and 9grvenants of record in the Dare County registry and all
governmental and zoning re lion al` fAti oeessa e.
2) All ad valorem taxes for 2008.
No party dealing with the Trustees in relation to the Property in any manner whatsoever, and
(without limiting the foregoing) no partN5 to whom the Property or any part thereof or any interest
therein shall be conveyed, contractede sold, or mortgaged by the Trustee shall be obliged
to (a) see to the application of the pgrchas8 oney, raey borrowed or otherwise advanced
on the Property, (b) see that the terms of the Trrbst have been complied with, or (c) inquire into the
authority, necessity or expediency of any act of the Trustees, nor shall any such party be privileged
to inquire into any of the terms of the TrusL
Every deed, mortgage, tease or other' Riument executed by the Trustees in relation to the Property
shall be conclusive evidence in favo& f evg per &r.c) ng any right, title or interest thereunder
that (a) at the time of the delivery thereof, the t was m r ►force and effect, (b) such instruments
were executed in accordance with the terms and conditions hereof and of the Trust and are binding
upon all beneficiaries thereunder, (c) the Trustees were duly authorized and empowered to execute
and deliver every such instrument, and (d) if a conveyance has been made to a successor or
successors in trust, that such successo or successors have been properly appointed and are fully
vested with all the title, estate, rights wers, ddffi d obligations of its, his or their predecessors
in trust. "1j�,_ 9%1)
The Trustees shall have no individual liability or obligation whatsoevcrarising from theirownership
as the Trustees of the legal title to the Property or with respect to any act done or contract entered
into or indebtedness incurred by the ip
ees in dealing with the Property or in otherwise acting as
the Trustees except only so far as tpetty 9f any of the Trust in any trust fund in the actual
possession of the Trustees shall bedli e�and discharge thereof.
The interest of every beneficiary under the Trust and of all persons claiming under any ofthem shall
be only in the earnings, avails and proceeds arising from the rental, sale or other disposition of the
Property. Such interest is hereby declared to be personal property and no such beneficiary shall have
any right, title or interest, legal or equit6tic, in or to the Properly as such but only in the earnings,
avails and proceeds thereof as prods in,thp

Insti,._ Bo Page: 605
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and year first
above written.
(SEAL)
C. GOD BEASLEY, JR.
10 Lf '�
STATE OF NORTH CAROLINR ` I.
COUNTY/CPfYOF Her, f[�.(- ,to -wit
I, allotary Public of the State aforesai ify that C. WOOD BEASLEY, JR., personally appeared
before me this day and ackrtowle I 'the 'an''Ls. foregoing instrument
Witness my hand and official stamp or seal this d N day of 410r�J - 2008.
*ission expires: 10.3-61-- -�2Oi0
10
bltca
U ; arts
2;
The foregoing Certificate(s) of
is certified to be correct. This instrument and this certificate
arc duly registered at the date and time and in the Book and Page shown on the first page hereof.
_ RLGII$3j�R OF DEEDS FOR
COUNTY
Depu* By 1)6sismnt-Register of Deeds
t'»"N M'
`TY4s�
b
LIVAEEACHMPESTATESIOPEN FILESVSTATE PLINNINOWC C/"ftL as Ik AReal EeaeWC Lied -7. ofCuk.. (Nal/wmn)
426.32T. pi

12/14/2009 17:18 2522370766 EASTERNPRIDEINC PAGE 02/07
07/27/2089 98r48 2522270766 Lftl h7"IM-INU rna ua. u
. .,�:. . it a; J 'II �.� .
EASfM 1'RiM Ist., sNorth Comlina Corpmetiam as Bayer, hereby offm to
pm.d= and, Q WOOD BEA=gy jIL itEVOCA= TRUi3'1`f who 1 in Colomin,
Notdu Carolina as Seller, upon aoVtonee oC add aft, agrees to sell and convey, all of that Plot,
piece, or Parcel of loud dasm Wdl btlow (ha6Eisa[asr eofased to as "Property"), upma the
Mowing forma awl oamditicros:
I. REAL FROMM: Lowed io Co mgka Basle Cmatq, Nord Carolara
Strut Addremomc*tica+(4-W-+/- OM �btal) basted on NC y 45
Plat Reftw=Lot . Blodlr/ as shown on
PIN: 6SS9-W2616 & 6859-99-14VJ
Plat Book 426, at Pages) 327 fft pmtY acgI�w by Sella in Dad Boadr(8) 981 at Page(S) 603 in
the Bettie County, NC Registry.
2.Perchm Prise: 51IN O (One
(a) 8 S2,S00, EARNEST WOXMX VE
personal d A made to ft Sefleq
priced tic time of doshgg. b dm
conditim hereto are not Wisfied
mordes strati be tetmtval IO Buyer.
Bayer's mrxi , all ea mes mama
a&ct any other temedws oaailable
Men cad 09/1*)
GIT with this offer in the fame of a namtetbmdabic
A this u may shall be ere&ted towatds the sate
oat this offer Is (1) riot I I I of (2) nary of the
a result of the fh+ah of the Seity, thou all emnosst
the *veto ofbresob oftbis eoubvA by Seller, tq=
ball be renaned to buyer, but such return shall. not
t Buyer under the law for such branch.
NOTICE: N/A
is
(b) WORDS offt Ptaobsat Fbd at along.
3. Comdwoea:
(a) Tbme must be no covewo, w ricAou,
fbat would prevent dha rosorablerose oftl
ofWarldo, Bettie Cot", or I* Siste of]
over said pmperWN zo1bg anti mftc OP
Retail, Service Wa say, Reataatatat or Get
necessary to comply wbtb ffie above Montt
meat =nm& at odw goveao MMMI tegWa M
4MV is a Commu nwial t»urrna under the city
a Caroline (or odter govmeieg body Witt► amtMaY
as; saada uses mcl i but not limited to General
Commercial usage. Should a zoo ft change be
requirment, Seller a9rees to assist Buyer in any

12/14/2009 17:18 2522370766 EASTERNPRIDEINC PAGE 03/07
87/27/2WS 88.40 2922376766 EASTERNFRI 61M: I — --' -
mmmer masonaMe to obtftptapa =oft ft dw odd PIOWW tlatoa40 the mgmted
govetmmid or quasi gavesxmuer W body )vplx&g =in &VA
(b) 71te sty mug be in smut or be ft condition st CWft as on the data of
lbws offer to putch se, all mmoduatde west a td ten expen#ad
(a) Any and all dew ufoust, NINE, impaotpfif es, tad other and ed wSm wbW the
property, Burma be pdd and sadtfi d by Seg pda to or at Closing mob *0 oattmMon may be
pmmpdy obtained &Uou'mg C'.le 9W& Selig shag remain obhgpW to obt9dtit Atwy such
eamdWon after tite aoft
(d)'fitie must be dolfvmed at 6:(w* by GOMMn WARRANW DM imlrss otfearWlse
stem I herein, and must be In the aka* mWiwmkctRbk sad bmm le title, ON of au
encumbroam mempt: ad vdm m. imuca for*c amma year (taws vM be prmnlad through tLe
date of Closimgk utility ear. mobW doom jaiat ddvewW and any Goss mom eaepgeM
and mtvioiamd resx6oti++e eovtaatds fltrrt � imaaerial(y atiixt the value of the Ptopacy; end
OVA odw enezamtbrmtees n esay tpa assmne cr spocWcWly approved by the Dqw. The p tupo[ly
mug have a legal me=to a publbe tight aj
(e) Sager mey remove any and o2imal and! peusaoaf lmomty pear to rim closing, hart tda no
.in any way emtmptomise the unlb# Uy of the vol property by waste or eon%mimaon, and shop be
responsible for retomft said reabpmpepy its good omd usable ern for the purpose of
exnrstt mdug Ldpmvmumts upon,tmfd real 1, WeM to opmft in a oammmer W noaaner should
such waste or coat od adoa ooemr.
4. Aasmamtmtw Me to the best of Sdiert"s i wwkdgq that but ate no
pending pvmmmw , d&,Nmlk poft wow, sewer, or other
imptovamrurnts em am at�a�ieg the 1Propa{q
5. kror>ltisWAr>jgdmwfae
shad be prorated and either adjusted bew
taxes on the teal grope ny ghat i be pmm
ausuag, owept AD Into lia04 pelAgfi s,
66 Chu" Expeom Buyer sh
obtained by the Buyer. Buyer rdml pay for I
aruf Reoording of all bsw=wm mquired to
the time of closing_ Sdga stun ppy fan the,
to perform Sellars obhpftns vmdta tins al
ss of wwbe provided below, tiro following items
the poWas or paid at the Clo*W (I) Ad vakam
a calendar year basis dwmgh the date of the
y exist. shag be paid m olusive ly by the Seiler.
be ran wwMe far all oasis with tesput to any lmm
mwrft of the deed and ibrtbe prapomdon
cue mw babmoe ofthc pmedme price unpaid at
pulfim of me Deed and all docwnmb aeoesM
mast and At the revenoo Smmps (emise tax).
7. S`viideuce erf Tfdlttc Segatagh¢e to ets a Iris best eflorta to deliverto Buyer as so=
as it is temnnabfy possible afhu *e EffecdO Date of this oontrscy oopfea of teJavant tide
c.T

12/14/2009 17;18 2522370766 EASTERNPRIDEINC PAGE 04/07
97/27/2889 88:45 2522310765 EASTERNPRIl1f IM .....` _.. __
taftamation in iba SdWs poas con, tw,%) Og, but not HMWd to deeds, title hSOM polielee,
surveys, covenmds, ameMe ts, eut.
& tmber r4xk Soler gpds to >mm* jfgTilcablr, at Closing as affidavit and
Wmn&cgft agre=m in a b= saeis8icwy to the Buyer, &it odes sH Mbar and ma mWo
bamisled to dm FoWtY wMa 10 days o`'the Closing have bean fd* Paid 04 tint Seller
agrees to wderoe * Bttyec sga'ia ImW and Wl kws Bum coy mme or claim sift thmfmnt.
9. ClodwV Cloft M be tlaidax and time of the racandiag of the dead. A U
putin+ agreo>a eAteegha ewW and ail doatm;;ts and pvm m c y in amnmdm with Cimwg
ad ttm k of the tide to said Ptapaty mk than 10 bttsialt3s des dW the end of the
inspection period, at a place de: wdcd by I snyer. Thin dead is m be made to EASTERN
PRIDE M.
10. : unicaNdmwHo pmvtded hadn, posamska simil be deltvmed at
Clewing. No abaatim% emmvzffi%s, nee Aolmt er otba mdt wesioN acdvMw may be done
befte pmesdo is ddiveted
11. &4 Water, UhB $g En"
upon Buya obteimag tt plms u to on
tWUoas are ava0sble to the Pnfpakty and 1
mgttletion that prohibits or tedWlto Bwja
bezai+d that so resuicb bmn&d Use. Bay
If such reports be obobodl by the ]
east, Bayer stay > twoomm
the Buyersoya has Slitlefr's PONWOM I
tests in ceder to obtain the abdva imndan
of these tags vM be the isapoasiiq'tity of
1t Moat :N/A
1.3. Right of Butillo likatot m
coaaaowts shall b m the rW foeolar up
pmperiy, mid pmf0lnft tiro lem amd ins
cocusa If Buyer bmaing" this mummt
sa bommiaily fest6me dtn Hupem to ft PC
temotitwfm of this conftwt Bixyvt will b
danaaM dwns, elms, or ream; v4doh may
Pam or rap" as a form of any ectivi
relating ro the Proputy. This indeatra * w
Notwithstanding, Seller shall Ise tespm't
ofpro-existing eotwwonsofan propctly
imeatM Contiugeeey:'this ombwt is cmwmmt
mitabla for the Suyees hwnded Use, and that
e is no cn*-cl[tDetaai oontamiaelion, law, tole or
numded Use of this Prop", and Btae is no flood
9 respotmlble for sack omm to Obtain &tw ,omt9.
gar wttbia 60 days ftom the Ef%cdn Arta of this
od *a mnW it mw depueit shall be relhoded m
eta said PmpoM to peatbaan any ad A umem"
Woft Any dRMW the properly locals as a resadt
Buya.
%ladeontty: Bow and BoyWs agents end
l the Property fir the pmpme of appmisiag the
dons pe vgued by the above mcd m of this
pvvidW hacK liaper sbdL at Boyar's
eotadhhx% ifrmosmlry, within 30 dqB of the
fy cad hold batmless Seiler from any mod a0 loss,
rse oat of ally wwmct. agfeen eod, or injtuy to any
�ofthe Bayeraft BtW32908and =Wm2m
tauvive ihds commot and a1I' mmmtamion tbo"f
for atgr loss, dmnega, claim, snit, or mat ettsiag out
d/or out of SelWs nos or v4M acts or
0

12/14/2009 17:18 2522370766 EASTERNPRIDEINC PAGE 05/07
07/27/2089 88:45 2522370766 MTERNPHLIXIM I - -- --
omissions.
14. tamer CanAitiotma (hulieftE Any Addends Or Attschmsats Below)
SSE ADDWDA `At,
15. Ii* of j oins rairlsk of 1013 by ON or adw omeby prlorto Closing shell be
Won the Shca.
1& tbi eoaua/ *a he bang a> and
aApetttes,bati£msf@uedbya6teasmat.
his heirs and succem
11. Yelbiee. TMa ersttmct shall i ee biadinBnpm and *A imue to tote beac& a ftbe
paNes: Buyer aad Sella and tbeb�i�urs, vote. and
I& Swvbw-. If RW pnOvialoa b cam"ined wbieh by its>mmQe aad of ec is
ray tired to be observed, kept, ar 1padormert�r tha Ciosin& it shad stmvive tine Closing and
tetasia bin ft apoa and fbr dine Immik of{, pardes ha ato until W obse md, kept, ar
per. h
10. )rmd" Aigreeeue h rdS ed a mdmd exhibits and addeadas contain the
Baths agrau4cat of tba pKde5 wd there err no ppm Ig, iadaoenmots or other provisions
otber rhea Oxm I bemin� All additions or ddeOm hereto amst be in waft
and signed by all parties.
X Nouns and FseaaMQon: a or commumWation shall be eom+mmiomad
directly to each party to this augtm t f his shall 6e0atne a bkmft o011 t (the "b&ctive
Date") when signed by both Buyex sad Sel and such siaft is eompm nioOd to the offt
patty. lltis comes is exeoabed u0�t seal rn'� duplicate Origin s, all of wbdch wgadta constim
arts and the samua inta;umtaa. Bash party e4jl Obtain a dq &rate migimal. 8ignatttne by umOsm tW
by ibrsb rile or o-m it will beltrmaad se sa�� riginai.
Buyer's Notkm: Britain PdAe Ine.
Attm Charhta 110mal
2405-F Nash SUM PCW
Wdsam,14C 27696
(252) 3994964
Seller's Notice: Wood Beasley
F.O. Best 11366
- Ahodl*WC 27910
cr

12/L 4/2009 17:18
87/ 27/2889 89:45
2522370766
252237076E
EASTERNPRIDEINC
EASTERNPRIDEM
PAGE 06/07
QMO OL _(S&I%P
Necne/x5de:DOW
Name/rite: te: —
Dow

12/ 1'4/ 2009 17:18
2522370766
EASTERNPRIDEINC
_W`''SOSTOWIDEIW
PAGE 07/07
97/27/2069 go*45
2522370766
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mz
.10loom Aw

C20ONNoae70
"f i1,a LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Greenwood Applied Services, LLC
SOSID: 0899303
Date Filed: 3/31/20419 1:06:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200909000870
STATE OF INCORPORATION: NC
SECRETARY OF STNI'E L.L.C. ID NUMBER: 0899303
NAIURE OF BUSINESS: Environmental Services
REGISTERED AGENT: Simonsen, Lars Peter
REGISTERED OFFICE MAILING ADDRESS: PO Box 848
Fdenton, NC 17932
REGIS'rERI,D 01TICE STREET ADDRESS: 106 F Queen Street
Fdenton, NC 27932 Chowan County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO TIIE APPOINTMENT
PRINCIPAI.OPFICE'rELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: —P 919, w.,-f986 P. 0. Box 238
�NmakiE. Ne2?9fo Colerain+ NC 27924
PRINCIPAL OFFICE SIRE HTADDRESS: 146s 133 River Street
Colerain, NC 27924
MANAGERS/MEMBERS/ORGANIZERS:
Name: C Wood Beasley, III
771le: m6nager/member
Address:
P O Drawer 1386
CBRIIFICA'IION OF ANNUAL. REPORT MUST BE COMPLETED BY ALL LIMITEaLIABI COMPANIES
3
FORM MUSTBE SIGNED BY A MANAGE /�BER DATE,
C. Wood Beasley, III
Manager/Member
TYPE OR PRINT NAME 'TYPE OR PRINT TITLE
ANNUAL REPORT FEE: S200 MAIL TO: Secretary of State • Corporations Division • Post OMm Box 29525 • Raleigh, NC 27626-0525