SW8100708_OTHER_20210302 (2)

TOP TOBACCO, LP
2021 WAREHOUSE EXPANSION
204 Top Tobacco Rd.
Lake Waccamaw
Columbus County, NC
STORMWATER BMP
PEAK FLOW CALCULATIONS
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March 2021
Prepared by:
GREEN ENGINEERING, P.L.L.C.
N.C. Firm License No. P-01 15
303 Goldsboro Street East
Wilson, North Carolina 27893
[phone]
GREEN ENGINEERING NO. 19-156

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TABLE OF CONTENTS
Project Narrative
Stonnwater Summary
Peak Flow Routing and Reductions
Wet Detention Pond Design Summary
Preliminary Pond Design Data
Water Quality Volume (WQV) Calculation
Wet Detention Basin Volumes
Stormwater (HydraFlow Hydrograph) Calculations
Aerial Photography
USGS Quad Map
NRCS Soils Map
Sedimentation and Erosion Control Approval Letter
Top Tobacco -EXPRESS (COLUM-2020-013)
Deed
USACE Correspondence
Secretary of State Info

Top Tobacco 2021 Warehouse Expansion Peak Flow Routing and Reductions
STORMWATER BMP PRELIMINARY CALCULATIONS
TOP TOBACCO 2021 WAREHOUSE EXPANSION
OUTLET STRUCTURE (WQV ELEV=61.2', 1.5" ORIFICE INV.
(Total Areaa=4.34 Acres) 1YR 2YR
60.50, 18" BARREL INV.
101(R j 25YR
60.40)
I 100YR
PRE -DEVELOPMENT
1 3.831 5.868
13.14
18.69
29.37
POST -DEVELOPMENT
9.103 11.7
5.502
7.236
9.702
ROUTED POST-DEV
1.223 2.5
5.502
7.236
9.702
% REDUCTION
68.08% 57.40%
58.13%
61.28%
66.97%
MWSEL (FT)
61.51 61.71
62.33
62.73
63.37
Wet Detention Pond Design Summary
Temporary Pool Elevation: 60.50' to 64.6' top of dike
Maximum Elevation: 63.37' for a 100-yr storm event
Inlet Box: Crest Elevation=63.0'
Inlet Box=24"06"
Weir Opening: One (1) -2.0 ft wide weir opening on one side of outlet structure
Invert Elevation=61.20'
Orifice Structure: 1.5" Orifice
Invert Elevation=60.50'
Barrel: Free Outfall
Diameter= 18.0"
Invert Elevation=60.40' @ 0.2%
Emergency Spillway N/A

Water Quality Volume Calculation
DESIGNED TO CAPTURE 1.0" RUN-OFF I 1
_ _
waters)
(The design depth required is 1-inch for non -coastal county that drains to either HOW o_ r ORWvJ
D.A. BUILT UPON BUA.I Rv_
BMP DRAINAGE AREA(BUA)? D_.A.
_
STORAGE
REQUIRED
(ELEV. 61.2P)
STORAGE
PROPOSED
_
AREA AREA (SF) SF) I
CF
CF
DENT10N BASIN 1 173,369 1 113,604 1 0.66 1 0.64
1 9,243
1 10,384
Wet Detention Basin Volumes
PERMANENT POOL VOLUMES
FOREBAY VOLUME (CF)
I
MAIN POND VOLUME (CF) I
Elevation
Area Incremental
Storage
Elevation
Area
Incremental Storage
Volume
Volume
Volume Volume
56.00
SEDIMENT STORAGE
SEDIMENT STORAGE
57.00
54.00
57.50
1,490
0
0
55.50
4,195
0
0
58.00
1,663
788
788
56.00
4,626
2,204
2,204
59.00
2,031
1,844
2,632
57.00 .
5,535
5,074
7,278
60.00
2,427
2,226
4,858
58.00
6,510
6,016
13,294
60.50
2,852
1,318
6,176
59.00
7,548
7,023
20,317
Total storage volume =
6,176
60.00
8,651
8,093
28,410
% OF MAIN POND VOLUME=
18.6%
60.50.
10,715
4,832
33,242
1 _ - 1_ -- -
L _
Total storage
volume =
33,242
TEMPORARY POOL VOLUMES r
62.00 1 17,194� 8,272� 23,358�
63.00 19,342 18,257 41,616
65.00 23,939� 22,9371 85,1851
Total storage volume = OKI 65,185

SA/DA Ratio and Average Depth Calculation
PRELIMINARY POND DESIGN DATA
DRAINAGE AREA (ACRES)
IMPERVIOUS AREA
3.9E
2.60E
66°/
3.(
850G
5.
_
A_XIM_PERVIOUS AREA_
AVG. POOL DEPTH (FEET)
TSS REMOVAL
S_A_/DA RATIO (USE 70% IMP. AREA)
MAIN POOL SURFACE AREA REQUIRED (SF)
9,051
10,711'
MAIN POOLSURFACE AREA PROPOSED (SF)
DRAW_D_OWN ORIFICE SIZE (INCHES)
1.;
TEMP. POOL VOLUME PROVIDED (ELEV. 61.2')
10,38,
_0.4'
0.0_31
3.11
DRIVING HEAD (FT) _ _
DISCHARGE (CFS)
DRAWDOWN TIME (DAYS)
EQUATION#2 de = Vpp/SA
Vpp (Main pool wluma at permanent pool elev 60.5)
SA (Main pool area at Elev_60.5')
33,24;

Hydraflow Table of Contents
Top Tobacco -Post Final.gpw
Hydraflow Hydrographs Extension for Autodesk® Civil 31D® by Autodesk, Inc. v2021
Tuesday, 03/2/2021
Hydrograph Return Period Recap........................................................................ 1
1 -Year
SummaryReport ................................................................................................................... 2
HydrographReports............................................................................................................. 3
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ........................................ 3
Hydrograph No. 2, Reservoir, Stormwater Pond................................................................ 4
Pond Report - Stormwater Pond.................................................................................... 5
2 - Year
SummaryReport ................................................................................................................... 6
HydrographReports............................................................................................................. 7
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ........................................ 7
Hydrograph No. 2, Reservoir, Stormwater Pond................................................................ 8
10 - Year
SummaryReport ................................................................................................................... 9
HydrographReports........................................................................................................... 10
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ...................................... 10
Hydrograph No. 2, Reservoir, Stormwater Pond.............................................................. 11
25 - Year
SummaryReport ................................................................................................................. 12
HydrographReports........................................................................................................... 13
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ...................................... 13
Hydrograph No. 2, Reservoir, Stormwater Pond.............................................................. 14
100 - Year
SummaryReport ................................................................................................................. 15
HydrographReports........................................................................................................... 16
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ...................................... 16
Hydrograph No. 2, Reservoir, Stormwater Pond.............................................................. 17

Hydrograph Return Period Rey r4. Aw Hydrographs Extension for Autodesk® Civil 3130 by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Inflow
hyd(s)
Peak Outflow (cfs)
Hydrograph
Description
1-yr
2-yr
3-yr
5-yr
10-yr
25-yr
50-yr
100-yr
1
2
SCS Runoff
Reservoir
-----
1
9.103
1.223
11.70
2.500
----
----
16.11
4.491
19.90
5.502
25.66
7.236
30.66
8.456
36.29
9.702
Top Tobacco 2020 Expansion
Stormwater Pond
Proj. Me: Top Tobacco -Post Final.gpw
Tuesday, 03 / 2 / 2021

Hydrograph Summary Repoqydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
9.103
1
725
28,332
-----
----
----
Top Tobacco 2020 Expansion
2
Reservoir
1.223
1
757
21,194
1
61.51
15,325
Stormwater Pond
Top Tobacco -Post Final.gpw
Return Period: 1 Year
Tuesday, 03 / 2 / 2021

Hydrograph
Report
3
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Tuesday, 03 / 2 / 2021
Hyd. No. 1
Top Tobacco 2020
Expansion
Hydrograph type
= SCS Runoff
Peak discharge
= 9.103 cfs
Storm frequency
= 1 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd. volume
= 28,332 cult
Drainage area
= 3.980 ac
Curve number
= 90+
Basin Slope
= 0.0 %
Hydraulic length
= Oft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 2.91 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Composite (ArealCN) _ [(2.610 x 98) + (1.370 x 74)] / 3.980
Top Tobacco 2020 Expansion
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1

4
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Tuesday, 03 12 / 2021
Hyd. No. 2
Stormwater Pond
Hydrograph type
= Reservoir
Peak discharge
= 1.223 cfs
Storm frequency
= 1 yrs
Time to peak
= 757 min
Time interval
= 1 min
Hyd. volume
= 21,194 cuft
Inflow hyd. No.
= 1 - Top Tobacco 2020 ExpanUm. Elevation
= 61.51 ft
Reservoir name
= Stormwater Pond
Max. Storage
= 15,325 cuft
Storage Indication method used.
Stormwater Pond
Q (cfs) Hyd. No. 2 -- 1 Year Q (cfs)
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0 00 000
0 300 600
900 1200
1500 1800 2100 2400 2700
3000
Time (min)
— Hyd No. 2
— Hyd No. 1
IID1J77 Total storage used = 15,325 cult

Pond Report
5
Hydraflow Hydrographs Extension for Autodesk(D Civil 3DO by Autodesk, Inc. v2021
Tuesday, 03 / 2 12021
Pond No. 1 - Storrnwater Pond
Pond Data
Contours -User-defined contour areas. Conic method used for volume calculation. Begining
Elevation = 60.50 ft
Stage / Storage Table
Stage (ft) Elevation (ft)
Contour area (scift)
Incr. Storage (cult)
Total storage (cult)
0.00 60.50
14,160
0
0
0.50 61.00
15,146
7,324
7,324
1.00 61.50
15,902
7,760
15,085
1.50 62.00
17,194
8,271
23,356
2.50 63.00
19,342
18,256
41,612
3.50 64.00
21,950
20,630
62,242
4.50 65.00
23,939
22,935
85,177
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 18.00
1.50
Inactive
0.00
Crest Len (ft)
= 9.00
2.00
Inactive
Inactive
Span (in)
= 18.00
1.50
0.00
0.00
Crest El. (ft)
= 63.00
61.20
0.00
0.00
No. Barrels
= 1
1
1
0
Weir Coeff.
= 3.33
3.33
3.33
3.33
Invert El. (ft)
= 60.40
60.50
0.00
0.00
Weir Type
= 1
Rect
---
---
Length (ft)
= 140.00
0.00
0.00
0.00
Multi -Stage
= Yes
Yes
No
No
Slope (%)
= 0.34
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 0.000 (by Wet area)
Multi -Stage
= n/a
Yes
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
5.00
4.00
3.00
2.00
1.00
000
Note: CulverVOrifice outflows are analyzed under inlet (ic) and outlet (W) control. Weir risers checked for orifice conditions (ic) and submergence (a),
Stage / Discharge
Elev (ft)
65.50
64.50
63.50
62.50
61.50
6050
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00
Discharge (cfs)
Total 0

0
Hydrograph Summary Re pogydraflow Hydrographs Extension for Autodesk® Civil 300 by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
11.70
1
724
36,751
-----
----
---
Top Tobacco 2020 Expansion
2
Reservoir
2.500
1
749
29,565
1
61.71
18,626
Slormwater Pond
Top Tobacco -Post Final.gpw
Return Period: 2 Year
Tuesday, 03 / 2 / 2021

7
Hydrograph
Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Tuesday, 03 / 2 / 2021
Hyd. No. 1
Top Tobacco 2020
Expansion
Hydrograph type
= SCS Runoff
Peak discharge
= 11.70 cfs
Storm frequency
= 2 yrs
Time to peak
= 724 min
Time interval
= 1 min
Hyd. volume
= 36,751 cuft
Drainage area
= 3.980 ac
Curve number
= 90'
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 3.52 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Composite (Area/CN) = [(2.610 x 98) + (1,370 x 74)] / 3.980
Q (Cfs)
12.00
10.00
MI
4.00
2.00
I
Top Tobacco 2020 Expansion
Hyd. No. 1 -- 2 Year
Q (Cfs)
12.00
10.00
. II
4.00
2.00
KPINT411
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1

0
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 31D® by Autodesk, Inc. v2021 Tuesday, 03 / 2 / 2021
Hyd. No. 2
Stormwater Pond
Hydrograph type
= Reservoir
Peak discharge
= 2.500 cfs
Storm frequency
= 2 yrs
Time to peak
= 749 min
Time interval
= 1 min
Hyd. volume
= 29,565 cuft
Inflow hyd. No.
= 1 - Top Tobacco 2020 Expangm. Elevation
= 61.71 ft
Reservoir name
= Stormwater Pond
Max. Storage
= 18,626 cuft
Storage Indication method used.
Stormwater Pond
Q (cfs) Hyd. No. 2 -- 2 Year Q (cfs)
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 300 600 900 1200 1500 1800 2100 2400 2700 3000
_ Time (min)
Hyd No. 2 — Hyd No. 1 [l7 ❑7]J Total storage used = 18,626 cult

0
Hydrograph Summary Report,
ydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
19.90
1
724
64,091
-----
------
-----
Top Tobacco 2020 Expansion
2
i
Reservoir
5.502
1
745
56,805
1
62.33
29,416
Stormwater Pond
Top Tobacco -Post Final.gpw
Return Period: 10 Year
Tuesday, 03 12 12021

10
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Tuesday, 03 / 2 / 2021
Hyd. No. 1
Top Tobacco 2020 Expansion
Hydrograph type = SCS Runoff
Peak discharge
= 19.90 cfs
Storm frequency = 10 yrs
Time to peak
= 724 min
Time interval = 1 min
Hyd. volume
= 64,091 cuft
Drainage area = 3.980 ac
Curve number
= 90*
Basin Slope = 0.0 %
Hydraulic length
= 0 ft
Tc method = User
Time of conc. (Tc)
= 5.00 min
Total precip. = 5.44 in
Distribution
= Type III
Storm duration = 24 hrs
Shape factor
= 484
* Composite (Area/CN) = [(2.610 x 98) + (1.370 x 74)1 / 3.980
Q (Cfs
21.00
15.00
12.00
wo
M
3.00
Top Tobacco 2020 Expansion
Hyd. No. 1 -- 10 Year
Q (Cfs)
21.00
15.00
12.00
3.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Time (min)
® Hyd No. 1

Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Tuesday, 03 / 2 12021
Hyd. No. 2
Stormwater Pond
Hydrograph type
= Reservoir
Peak discharge
= 5.502 cfs
Storm frequency
= 10 yrs
Time to peak
= 745 min
Time interval
= 1 min
Hyd. volume
= 56,805 cuft
Inflow hyd. No.
= 1 - Top Tobacco 2020 ExpanU=. Elevation
= 62.33 ft
Reservoir name
= Stormwater Pond
Max. Storage
= 29,416 cuft
Storage Indication method used
Q (cfs)
21.00
18.00
15.00
12.00
W9
.m
3.00
Stormwater Pond
Hyd. No. 2 -- 10 Year
Q (cfs)
21.00
18.00
15.00
12.00
WE
. We
3.00
0.00 0.00
0 180 360 540 720 900 1080 1260 1440 1620 1800
Time (min)
— Hyd No. 2 —Hyd No. 1 [1=L11.J=❑ Total storage used = 29,416 tuft

IT,
Hydrograph Summary Re pogydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
25.66
1
724
83,840
------
------
------
Top Tobacco 2020 Expansion
2
Reservoir
7.236
1
744
76,511
1
62.73
36,605
Stormwater Pond
Top Tobacco -Post Final.gpw
Return Period: 25 Year
Tuesday, 0312I 2021

13
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil M by Autodesk, Inc. v2021
Tuesday, 03 l 2 12021
Hyd. No. 1
Top Tobacco 2020 Expansion
Hydrograph type
= SCS Runoff
Peak discharge
= 25.66 cfs
Storm frequency
= 25 yrs
Time to peak
= 724 min
Time interval
= 1 min
Hyd. volume
= 83,840 cuft
Drainage area
= 3.980 ac
Curve number
= 90'
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 6.80 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
` Composite (Area/CN) = [(2.610 x 98) + (1.370 x 74)] / 3.980
Q (cfs)
28.00
24.00
16.00
12.00
M
4.00
dfri
Top Tobacco 2020 Expansion
Hyd. No. 1 -- 25 Year
Q (cfs)
28.00
24.00
20.00
16.00
12.00
IM
4.00
<1111U1
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Hyd No. 1 Time (min)

14
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021 Tuesday, 03 12 12021
Hyd. No. 2
Stormwater Pond
Hydrograph type
= Reservoir
Peak discharge
= 7.236 cfs
Storm frequency
= 25 yrs
Time to peak
= 744 min
Time interval
= 1 min
Hyd. volume
= 76,511 cuft
Inflow hyd. No.
= 1 - Top Tobacco 2020 ExpanU=. Elevation
= 62.73 ft
Reservoir name
= Stormwater Pond
Max. Storage
= 36,605 cuft
Storage Indication method used.
Q (cfs)
28.00
24.00
16.00
12.00
IM
4.00
Stormwater Pond
Hyd. No. 2 -- 25 Year
VVE
Q (cfs)
28.00
24.00
20.00
16.00
12.00
4.00
0.00 0.00
0 180 360 540 720 900 1080 1260 1440 1620
Time (min)
— Hyd No. 2 —Hyd No. 1 [L1=II 117 Total storage used = 36,605 tuft

15
Hydrograph Summary Re po gydraflow Hydrographs Extension for Autodesk® Civil 3130 by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
36.29
1
724
121,089
-----
------
------
Top Tobacco 2020 Expansion
2
Reservoir
9.702
1
745
113,705
1
63.37
49,189
Stormwater Pond
Top Tobacco -Post Final.gpw
Return Period: 100 Year
Tuesday, 03 / 2 / 2021

Hydrograph Report
16
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd. No. 1
Top Tobacco 2020 Expansion
Hydrograph type
= SCS Runoff
Storm frequency
= 100 yrs
Time interval
= 1 min
Drainage area
= 3.980 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 9.34 in
Storm duration
= 24 hrs
*Composite (Area/CN) = [(2.610 x 98) + (1.370 x 74)1/ 3.980
Peak discharge
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Tuesday, 03/2/2021
= 36.29 cfs
= 724 min
= 121,089 cuft
= 90`
= Oft
= 5.00 min
= Type III
= 484
Top Tobacco 2020 Expansion
Q (cfs) Hyd. No. 1 -- 100 Year Q (cfs)
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440
Hyd No. 1 Time (min)

17
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 300 by Autodesk, Inc. v2021
Tuesday, 03 / 2 / 2021
Hyd. No. 2
Stormwater Pond
Hydrograph type
= Reservoir
Peak discharge
= 9.702 cfs
Storm frequency
= 100 yrs
Time to peak
= 745 min
Time interval
= 1 min
Hyd. volume
= 113,705 cuft
Inflow hyd. No.
= 1 - Top Tobacco 2020 ExpariNlax. Elevation
= 63.37 ft
Reservoir name
= Stormwater Pond
Max. Storage
= 49,189 cuft
Storage Indication method used.
Q (cfs)
40.00
20.00
10.00
Stormwater Pond
Hyd. No. 2 -- 100 Year
0.00
0 180 360 540 720 900 1080 1260 1440
— Hyd No. 2 — Hyd No. 1 U-1717 I l Total storage used = 49,189 cuft
Q (cfs)
40.00
30.00
20.00
10.00
==:�- 0.00
1620
Time (min)

Hydraf low Table of Contents
Top Tobacco-Pre-Devel.gpw
Hydraflow Hydrographs Extension for Autodesk® Civil 3DO by Autodesk, Inc. v2021
Tuesday, 03/2/2021
Hydrograph Return Period Recap........................................................................ 1
1 -Year
SummaryReport ................................................................................................................... 2
HydrographReports............................................................................................................. 3
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ........................................ 3
2 - Year
SummaryReport ................................................................................................................... 4
HydrographReports............................................................................................................. 5
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ........................................ 5
10 - Year
SummaryReport ................................................................................................................... 6
HydrographReports............................................................................................................. 7
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ........................................ 7
25 - Year
SummaryReport ................................................................................................................... 8
HydrographReports............................................................................................................. 9
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ........................................ 9
100 - Year
SummaryReport ................................................................................................................. 10
HydrographReports........................................................................................................... 11
Hydrograph No. 1, SCS Runoff, Top Tobacco 2020 Expansion ...................................... 11

Hydrograph Return Period Recrafl� Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Inflow
hyd(s)
Peak Outflow (cfs)
Hydrograph
Description
1-yr
2-yr
3-yr
5-yr
10-yr
25-yr
50-yr
100-yr
1
SCS Runoff
•----
3.831
5,868
-----
9.653
13.14
18.69
23.67
29.37
Top Tobacco 2020 Expansion
Proj. file: Top Tobacco-Pre-Devel.gpw
Tuesday, 03 12 12021

2
Hydrograph Summary Repo gydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
3.831
1
725
12,689
------
-----
------
Top Tobacco 2020 Expansion
Top Tobacco-Pre-Devel.gpw
Return Period: 1 Year
Tuesday, 03 / 2 / 2021

3
Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021 Tuesday, 0312 12021
Hyd. No. 1
Top Tobacco 2020 Expansion
Hydrograph type
= SCS Runoff
Peak discharge
= 3.831 cfs
Storm frequency
= 1 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd. volume
= 12,689 cuft
Drainage area
= 3.980 ac
Curve number
= 74
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 2.91 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Top Tobacco 2020 Expansion
Q (Cfs)
Hyd. No. 1 -- 1 Year
4.00
3.00
2.00
1.00
Ma
Q (Cfs)
4.00
3.00
2.00
1.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 1

4
Hydrograph Summary Repoqydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
lots)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuk)
Inflow
hyd(s)
Maximum
elevation
(it)
Total
strge used
(cuk)
Hydrograph
Description
1
SCS Runoff
5.868
1
725
18,679
-----
-----
-----
Top Tobacco 2020 Expansion
Top Tobacco-Pre-Devel.gpw
Return Period: 2 Year
Tuesday, 03 / 2 / 2021

Hydrograph Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Tuesday, 03 12 / 2021
Hyd. No. 1
Top Tobacco 2020 Expansion
Hydrograph type = SCS Runoff
Peak discharge
= 5.868 cfs
Storm frequency = 2 yrs
Time to peak
= 725 min
Time interval = 1 min
Hyd. volume
= 18,679 cuft
Drainage area = 3.980 ac
Curve number
= 74
Basin Slope = 0.0 %
Hydraulic length
= 0 ft
Tc method = User
Time of conc. (Tc)
= 5.00 min
Total precip. = 3.52 in
Distribution
= Type III
Storm duration = 24 hrs
Shape factor
= 484
Q (cfs)
6.00
5.00
4.00
R KII
2.00
1.00
W
Top Tobacco 2020 Expansion
Hyd. No. 1 -- 2 Year
Q (cfs)
6.00
5.00
4.00
3.00
2.00
1.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)
-

Hydrograph Summary Re pogydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
13.14
1
725
40,525
----
----
-----
Top Tobacco 2020 Expansion
Top Tobacco-Pre-Devel.gpw
Return Period: 10 Year
Tuesday, 03l 2l 2021

Hydrograph Report
7
Hydraflow Hydrographs Extension for Aulodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd. No. 1
Top Tobacco 2020 Expansion
Hydrograph type
= SCS Runoff
Storm frequency
= 10 yrs
Time interval
= 1 min
Drainage area
= 3.980 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 5.44 in
Storm duration
= 24 hrs
Tuesday, 03 / 2 / 2021
Peak discharge
= 13.14 cfs
Time to peak
= 725 min
Hyd. volume
= 40,525 cuft
Curve number
= 74
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
Top Tobacco 2020 Expansion
Q (cfs) Hyd. No. 1 -- 10 Year
14.00
12.00
10.00
8.00
. M
4.00
2.00
r
Q (Cfs)
14.00
12.00
10.00
8.00
6.00
4.00
2.00
"!
0 120 240 360 .480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1

0
Hydrograph Summary Re pogydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
18.69
1
725
57,633
------
------
------
Top Tobacco 2020 Expansion
Top Tobacco-Pre-Devel.gpw
Return Period: 25 Year
Tuesday, 03 / 2 / 2021

Hydrograph Report
I
Hydraflow Hydrographs Extension for Autodesk® Civil 3138 by Autodesk, Inc. v2021
Hyd. No. 1
Top Tobacco 2020 Expansion
Hydrograph type
= SCS Runoff
Storm frequency
= 25 yrs
Time interval
= 1 min
Drainage area
= 3.980 ac
Basin Slope
= 0.0 %
Tc method
= User
Total precip.
= 6.80 in
Storm duration
= 24 hrs
Q (cfs)
21.00
15.00
12.00
• ut
,. M O
3.00
M
Tuesday, 03/2/2021
Peak discharge
= 18.69 cfs
Time to peak
= 725 min
Hyd. volume
= 57,633 cuft
Curve number
= 74
Hydraulic length
= 0 ft
Time of conc. (Tc)
= 5.00 min
Distribution
= Type III
Shape factor
= 484
Top Tobacco 2020 Expansion
Hyd. No. 1 -- 25 Year
Q (Cfs)
21.00
18.00
15.00
12.00
. IM
3.00
I4I4U7
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

10
Hydrograph Summary Reportfydraflow Hydrographs Extension for Autodesk® Civil 3D® by Autodesk, Inc. v2021
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
Description
1
SCS Runoff
29.37
1
725
91,475
------
-----
----
Top Tobacco 2020 Expansion
Top Tobacco-Pre-Devel.gpw
Return Period: 100 Year
Tuesday, 03 / 2 / 2021

11
Hydrograph
Report
Hydraflow Hydrographs Extension for Autodesk® Civil 3130 by Autodesk, Inc. v2021
Tuesday, 03 / 2 12021
Hyd. No. 1
Top Tobacco 2020
Expansion
Hydrograph type
= SCS Runoff
Peak discharge
= 29.37 cfs
Storm frequency
= 100 yrs
Time to peak
= 725 min
Time interval
= 1 min
Hyd. volume
= 91,475 cuft
Drainage area
= 3.980 ac
Curve number
= 74
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= User
Time of conc. (Tc)
= 5.00 min
Total precip.
= 9.34 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Top Tobacco 2020 Expansion
Q (cfs) Hyd. No. 1 -- 100 Year
30.00
25.00
20.00
15.00
10.00
5.00
W
Q (cfs)
30.00
25.00
20.00
15.00
10.00
5.00
M OO
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
Hyd No. 1

CC a
00
19
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U- 19'43-N
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a Soil Map —Columbus County, North Carolina s
y
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I
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3 ;
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Map projection: on: Web Menator Cooordntes: WGS84
Edge bcs: LJIM Zo 17N WGW
Lsi)A Natural Resources Web Soil Survey 4/7/2020
Conservation Service National Cooperative Soil Survey Page 1 of 3
W 19'4YN

Soil Map —Columbus County, North Carolina
Map Unit Legend
Map Unit Symbol Map Unit Name
Acres In AOI
Percent of AOI
Gt I Grifton fine sandy loam
0.1
0.9%
Pe Pander fine sandy loam
14.6
99.1 %
Totals for Area of Interest
14.8
100.0%
Natural Resources Web Soil Survey 4/7/2020
Conservation Service National Cooperative Soil Survey Page 3 of 3

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
NORTH CAROLINA
Environmental Quality
May 11, 2020
LETTER OP APPROVAL WITH MODIFICATIONS AND
PERFORMANCE RESERVATIONS
Top Tobacco LP
ATTN: Claus Platt, President
204 top Tobacco Road
Lake Waccamaw, NC 28450
RE: Project Name: Top Tobacco - EXPRESS
Acres Approved: 7.7
Project ID: COLUM-2020-013
County: Columbus
City: Lake Waccamaw
Address: 204'rop'robacco Road
River Basin: Lumber
Stream Classification: HQW
Submitted By: Jonathan L. Meade, Ph.D., PE, Green Engineering, PLLC
Date Received by LQS: May 8, 2020
Plan Type: Commercial
Dear Mr. Platt:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this Letter
of Approval with Modifications and Perfonnance Reservations. A list of the modifications and reservations
is attached. This plan approval shall expire three (3) years following the date of approval, if no land -
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129. Should the plan not
perform adequately, a revised plan will be required (G.S. 1 13A-54.1)(b).
As of April I, 2019, all new construction activities are required to complete and submit an electronic Notice
of Intent (eN01) form requesting a Certificate of Coverage (COC) under the NCG010000 Construction
General Permit. After the form is reviewed and found to be complete, you will receive a link with payment
instructions for the $100 annual permit fee. Ater the fee is received, you will receive the COC via email.
You MUST obtain the COC prior to commencement of any land disturbing activity. The eN01 form may
be accessed at deq.nc.gov/NCGOI. Please direct questions about the eN01 form to Annette Lucas at
Annetle.lucas a,ncdenr.eov or Paul Clark at Paul.clarknnedencKov. If the owner/operator of this project
changes in the future, the new responsible party is required to apply for his/her own COC.
North Carolina Department of Environmental Quality I Division of Energy. Mineral and land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I M1lmington. North Carolina 28405
+�� / 910.796.7215

Letter of Approval with Modifications and Performance Reservations
Top Tobacco LP
May 11, 2020
Page 2 of 4
Title 15A NCAC 4B .01 18(a) and the NCG01 permit require that the following documentation be kept on
file at the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to insure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring protection of
existing natural resources and adjoining properties. If, following the commencement of this project, it is
determined that the erosion and sedimentation control plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statute I I3A-51 through 66), this
office may require revisions to the plan and implementation of the revisions to ensure compliance with the
Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water
quality laws, regulations, and rules. In addition, local city or county ordinances or rules may also apply to
this land -disturbing activity. This approval does not supersede any other permit or approval.
Please now that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility Form, which you provided. This permit allows for a land -disturbance, as called for on the
application plan, not to exceed the approved acres. Exceeding the acreage will be a violation of this permit
and would require a revised plan and additional application fee. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if you notify
this office of the proposed starting date for this project. Please notify us if you plan to have a preconstruction
conference.
Your cooperation is appreciated.
Sincerely,
Rhonda Hall
Assistant Regional Engineer
Land Quality Section
Enclosures: Modifications Required for Approval
NPDES NCGOI Fact Sheet
cc: Jonathan L. Meade, Ph.D., PE, Green Engineering, PLLC
PO Box 609, Wilson, NC 27894
Wilmington Regional Office file

Letter of Approval with Modifications and Performance Reservations
Top Tobacco LP
May ] 1, 2020
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: Top Tobacco
Project ID: COLUM-2020-013
County: Columbus
1. This plan approval shall expire three (3) years following the date of approval, if no land -disturbing
activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device
must be inspected after each storm event (NCGS 113A-54.1(e)). Maintenance and/or clean out is
necessary anytime the device is at 50% capacity. All sediment storage measures will remain on site
and functional until all grading and final landscaping of the project is complete (15A NCAC 04B .0113).
Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or channel
is prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to I vertical
or less steep (15A NCAC 04B .0124 (d)). Bank slopes may be mowed, but stripping of vegetation is
considered new earth work and is subject to the same erosion control requirements as new ditches
(NCGS 113A-52(6)).
4. The developer is responsible for obtaining any and all pennits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include our agency's Stomtwater regulations and the Division of Water Resources' enforcement
requirements within Section 401 of the Clean Water Act, the U.S. Army Corps of Engineers'
jurisdiction of Section 404 of the Clean Water Act, the Division of Coastal Management's CAMA
requirements, the Division of Solid Waste Management's landfill regulations, the Environmental
Protection Agency and/or The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local
County or Municipalities' ordinances, or others that may be required. This approval cannot supersede
any other permit or approval; however, in the case of a Cease and Desist Order from the Corps of
Engineers, that Order would only apply to wetland areas. All highland would still have to be in
compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Resources
(DWR), the Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any
erosion control measures that fall within jurisdictional wetland areas must be approved by the
aforementioned agencies prior to installation. The Land Quality Section must be notified of relocation
of the measures in question to the transition point between the wetlands and the uplands to assure that
the migration of sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWR, the Corps, or the EPA, it is the responsibility of the developer to inform the
Land Quality Section regional office so that an adequate contingency plan can be made to assure sufficient
erosion control "remains on site. Failure to do so will be considered a violation of this approval (NCGS
113A-54.1(b)).

Letter of Approval with Modifications and Performance Reservations
Top Tobacco LP
May 11, 2020
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
Any soil waste that leaves this site can be transported to a permitted mine or separately permitted
construction sites without additional permits under NCGS 74-49(7)(d). Disposal at any other location would
have to be included as a permit revision for this approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed 7_7 acres.
Exceeding that acreage will be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would
also require a revised plan to verify the appropriateness of the erosion control measures and stormwater
retention measures (NCGS 113A-54.1(b)).
8. This phase of the project is approved for clearing and grading only in preparation of future
development on the site. Any addition in impervious surface, over that already noted on the approved
plan, would require a revised plan to verify the appropriateness of the erosion control measures and
stormwater retention measures (NCGS 113A-54.1(b)).
9. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a maximum of
eight (8) feet apart. Omission of the reinforcing wire is a construction change that necessitates more posts
for support, i.e., the spacing distance needs to be reduced to no greater than six (6) feet apart(E&SC Planning
& Design Manual 6.63, Rev. 6/06).
10. Because the sediment traps and basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the traps and basins and their collection systems be
installed before any other grading takes place on site, and that every structure that receives more than one
acre of drainage is built so that each dewaters only from the surface (NCG010000). If that proves to be
impractical, a revised plan must be submitted and approved that addresses erosion and sediment control
needs during the interim period until the traps and basins are fully functioning (113A-54.1(b)).
11. A graveled construction entrance must be located at each point of access and egress available to construction
vehicles during the grading and construction phases of this project. Access and egress from the project site
at a point without a graveled entrance will be considered a violation of this approval. Routine maintenance
of the entrances is critical (I 13A-54.I (b)).
12. As a condition of the NPDES General Stonnwater Permit (NCG010000), the financially responsible party
shall comply with the NCGO1 Ground Stabilization And Materials Handling requirements that became
effective April 1, 2019. The NCG01 Ground Stabilization And Materials Handling standard detail can be
printed from the deq.nc.gov/NCG01 website.
13. As a condition of the NPDES General Stonnwater Permit (NCGO10000), the financially responsible party
shall comply with the NCGOI Self -Inspection, Recordkeeping and Reporting requirements that became
effective April 1, 2019. The NCGOI Self -Inspection, Recordkeeping and Reporting standard detail can be
printed from the deq.nc.gov/NCG0I website.
14. As a part of routine monitoring of the approved land -disturbing activity, the financially responsible party
shall assure inspections of the area covered by the approved plan after each phase of the plan has been
completed and after establishment of temporary ground cover in accordance with North Carolina General
Statute 113A-54.1(e).
Ref: G.S. 113A-54.1 through G.S. 113A-57
Sections 15A NCAC 04A.0101 through 15A NCAC 04E.0504
General Permit NCG 010000 NPDES for Construction Activities

Book 087 Pogo 62
2010002924
COLUYSUa CO, He FEE $25 m ® STATE OF He REAL ESTATE EX,x
r $1694.00
WtEN:MITDt REcd '
06-17-2010 09:12:31 AM
gi �NDANCE H WHITEHExD
��FLNAk MHHIFK4�
BK: RB 987
PG:62-64
Excise Tex S 1694.00 1 f"ordin, Time. gook and pas
Tax Lot Na.tProperty No.: 61853 6 87641 a/c 8-01338
Parcel Identifier No.
TAX WFORMA11011 RECEIVED
TM BY16�erf 04A A2d
Mail Art recording to Too Tabuco L.P. 204 Tao TubecCQRd
lake Waecamaw. NC 211450
This instrument was prepared by McCouaao. Wright. Worley R Bullard. LLP. Attorney, at Law
P.O. Ban 457. Tabor City. N.C. 28463 IORW/eer?41721
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 28th day of may . 2010. by and between
GRANTOR
North Carolina Holdings LLC; a
Delaware LLC with Certificate to do business
in NC filed 10-08-2001 at 12:30 pm with the
NC Secretary of Stale SOSID: 606532
2301 Ravine Way
Glenview, Illinois 60025
GRANTEE
Top Tobacco L.P.; a Delaware L.P. with
a Certificate of Authority to transea
business In NC filed 01.09-2007 of 09:20
am with the NC Secretary of State SOSID:
981396
204 Top Tobacco Rd.
Lake Waccamnw, NC 29450
The designation Grantor and Gnnsee as used herein shall include mid parties, their heir, successor, and asnigm,
and shall include singular, plural, masculine, feminine or Winer as required by context.
WI7'NESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the remipi of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in
fee simpk, all that certain lot or panel of land situated in wocam us, Township, Cohnsiti82
County, North Carolina and snore particularly described as follows:
TRACT ONE:
Being that certain parcel of land in Waccamaw Township, Columbus County, North Carolina,
containing 10A5 acres, more or less (10.00 oerea act of she right of way of SR 1736). according
to a plus thereof prepared by David B. Goldstaa, R.L.S. ratified 'Pint for Donald Levin as
trustee of she Donald Levin Revocable Trust U/A/D Juoe 17, 1977". dated I I December, 1987 to
which reference is made for more particularity of demription, and being described by metes
and bounds as follows:
Beginning at a bolt in the reotedine of SR 1736, Sold boll lying South 99 degrees 40 minutes 18
"nods War 638.43 feet along said centerline from an existing spike set al the InteneMlon or
6111 1735 and SR 1736 in Columbus County; thence South 89 degrees 40 minutes 18 wands
War 503.99 fees along mid centeHlne so a spike; thence North 04 degree, 11 minutes 53 wands
West
NO TITLE EX4MINATION HAS REENMADE UNLESS CERT/FICA TIONSTA TING OTHERR'ISE
Thr arBer(a) fwrher acknowledge thr i0rmal1w regvbvdfor IRS Fora, /Opp hen been cnerectly sealed to the Law
Flom ofAfcl'iougan. Wright. Worley. Harper d Bvilar4 LL P.
Past I of3

Book 087 Page 85
to and with a cona1990.05 feel to an Iron In said nail; thence Soutb 76 degrees 06 minutes
52 seconds East 119.89 feel to an existing right of way monument, The right of way of new US
74; thence South 60 degrees 09 minutes 13 seconds East 349.75 feet to an existing right of
way monument; thence South 45 degrees 42 minutes 12 woods Fast 213.89 feet to an Iron;
thence South 00 degrees 19 minutes 42 swoods East 632.31 feet to the point of the beginning.
Reference Is made to a previously recorded plot entitled "COLUMBUS COUNTY
COMMITTEE OF 100" prepared by David B. Goldslon, Jr. R.L.S. dated 15 June, 19K
recorded In Phil -Book 311, page 100 for mom particularity of description. For mum of title
to The aforesaid tract nee feed from Pool Sutton, widower to Columbus County Committee
of 100, Inc, recorded in Deed Book 357, Page 901. Columbus County Registry.
As part of the description the above described bust Is Identified of the Columbus County
Tat Office as 10.00 acres., property 61953, account 941339 as located at 204 Top Tobacco
Mad. For chain of title reference is mode to Deed recorded April 18, 2000 a1 11:53 am In
Deed Book 619 Page 103, CM
Being that certain tract of 67.62 aces, won or less, described as tract I on n plat of Paul
Sutton Estate, Wacramaw Township, Columbus County, North Carolina, dated 30 August,
2001, prepared by Billy M. Duaean land Surveying, recorded in Map Book 71, Page 3,
Colombo County Registry, with that plat being incorporated herewith by reference for
further certainty of the description of the tract of 67.62 acres, won or leas, bounded, now or
formerly on the North by U.S. 74.76 Highway, being bounded on the Fast by North Carolina
Holdings, LLC, bring bounded on the South by SR 1736 and land of Boys 6 Girls Home of
North Carolina, Inc., and being bounded on the West by a tract of 4.00 acres, mom or less,
Identified us tract IA on the obovereferenced map which Is recorded In Map Book 71, Page
3, Columbus County Registry, awned now or formerly by The Estate of Paul Sutton.
The Columbus County Tax Office describes the above trout of land as 67.62 acres property
87641. account "1338 as being at 309 Top Tobacco Road. For chain of Hlle reference Is
made to Deed recorded May 17, 2002 of 4:23 pm to Deed Book 691 Page 497, Columbus
County Registry.
The property hereinsbove described win acquired by Grantor by instrument recorded in
A map showing the above -described property Is recorded in plat Book page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to the Grantee in in simple.
And rip Grantor covenants with the Grantee, that Grante, is seized of the premises in fee simple, has the right to
convey the same in fee simptq that title is marketable oral free and clear of all encumbnno s, and that Grsm. will
wenmt and defend the tide against the lawful Nelms of all penom whomsoever except for the exaptions heainaHer
stated. Title to the property hereinabove described is subject to the following exceptions:
IN WITNESS WHEREOF, the Grantor has hereunto se: his hand and seal, or if corporate, has caused this
instrument to be signed in its corporate name by in duly authorized officers cad its seal to be hereunto affixed by
authority of is Board of Directors, the day and year rim above wrinen.
North Carolina Holdings LLC
By: Donald Levin Revocable Trust
UTA/D 617.197 raging and Sole Member of
North CaroBtfe )dings LLC
By: (SEAL)
Donald Levin. Trustee
Pare 2 of

Book eel Page 64
SEAL -STAMP
ORIcuI r
ElelE Ya
aYID1Odaecs�on Soli w"em
Notary Public of the
me
tumor, personally appeared before
i of the fo�gV. inummrnt.
this the ,Qi�, day of
NORTU CAROLINA
COLUMBUS COUNTY
The foregoing or annexed certificate of L�SIQ Q('�1f1PZ a Notary Public has
been verified to have a Signature, seal or stamp and an expimtion date. This instrument and this
certificate ere duly registered at the Date and time and in the book and page shown on the rent page
hereo(f
(���,,�,,�
t ` Y moj ��' ��"`^""� Register of Deeds for Columbus County
by: Asst./Deputy Register of Dads
x". 1 _pyik7
Pa`i! of

Jon Meade
From: Charles, Thomas P CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, May 5, 2020 2:06 PM
To: Jon Meade
Cc: Leo Green; Mairs, Robb L
Subject: RE: Top Tobacco Proposed 1.D Stream Crossing
Good afternoon Jon,
Yes I did meet Mr. (Leo) Green, the President of Green Engineering, and he did meet me at the project site. We did
discuss the proposed crossing on June 26, 2019 and the 40' impact would be allowed for the crossing because, The ditch
is not in the Corps jurisdiction. The JD # SAW-2009-02175 is the Corps # and is No Permit Required.
Regards, Tom
Tom Charles
[e-mail]
Regulatory Specialist
910-251-4101 cell 910-465-7602
https://www saw usace ariny mil/Missions/Regulatory-Permit-Program/Permits/2017-Nationwide-Permits/
The Wilmington District is committed to providing the highest level of support to the public. E-PCN
[e-mail]
PJDs' &JD's. http://saw-reg usace army mil/JD/FINALSAW-JD-REQUEST-FORM-20170508.pdf
To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at:
http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0
From: Jon Meade <j.mead [e-mail]>
Sent: Tuesday, May 5, 2020 8:06 AM
To: Charles, Thomas P CIV USARMY CESAW (USA) <[e-mail]>
Cc: Leo Green <[e-mail]>
Subject: [Non-DoD Source] Top Tobacco Proposed 1.D Stream Crossing
Hey Tom,
Appreciate your discussion of the Top Tobacco (Columbus County) project yesterday. Talked to Mr. (Leo) Green, the
President of Green Engineering, and he indicated that he had met with you at the project site to discuss the proposed
crossing on June 26, 2019 and that, to the best of his knowledge, a 40' impact would be allowed for the crossing. Please
see attached 2009 JD letter, a topo survey by Kuske showing an earlier expansion and stream origination, USACE
reference to the project and the proposed crossing location for the current proposed expansion. The crossing will allow
access between the warehouses and existing facility to move product between them for production. Let me know if you
have any questions and also the proper way to permit the proposed activity.
Thanks! ion
Jon Meade; PhD, PE
Green Engineering, PLLC
303 Goldsboro Street E

Limited Partnerships
Legal Name
Top Tobacco L.P.
Information
Sosld: 0891396
Status: Current -Active O
Date Formed: 8/31/1990
Citizenship: Foreign
State of Incorporation: DE
Annual Report Due Date:
Registered Agent: CT Corporation System
Addresses
Reg Office
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Malting
2301 Ravine Way
Glenview, IL 60025

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Soil Map --Columbus County. North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
6
Spoil Arm
The soil surveys that comprise your AOI were mapped at
Area of Interest iAOb
Q
Stony Spot
124.000.
Soils
Very Stony Spot
Waning: Soil Map may not be valid at this scale.
Soil Map Umt Polygon.
wet Spot
Enlargement of maps beyond the scale of mapping can cause
..,,.
Sou Map Unit Lines
°
misunderstanding of the detail of mapping and accuracy of soil
I
Other
line placement, The maps do not show the small areas of
Soil Map Una Points
contrasting soils that could have been shown at a more detailed
Special Line Features
Scale,
Special
Point Features
V
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow Pit
measurements.
Transportation
Clay Spot
r"
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL.
Closed Depression
N
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
-.�
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot
projection. which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area. such as the
0
Landfill
Local Roads
Albers equal-area conic projection should be used it more
Lava Flow
accurate calculations of distance or area are required.
A.
Back round
9
46
Marsh or swamp
Aenal Photography
This product Is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Sal Survey Area. Columbus County. North Carolina
0
Miscellaneous Water
Survey Area Data Version 21. Sep 16. 2019
0
Perenoal Water
Soil map units are labeled (as space allows) for map scales
.�
Rock Outcrop
1:50.000 or larger.
Dale(s) aerial images Were photographed Apr 22, 2015--Nov
Saline Spot
28, 2017
-
Sandy Spot
The orthophoto or other base map on which the soil lines Were
®
Severely Eroded Spot
compiled and digitized probably differs from the background
displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
shifting
Slide or Slip
jif
Sodw Spot
t150A Natural Resources Web Soil Survey 4172020
Conservation Service National Cooperative Soil Survey Page 2 of 3