SW3220902_Stormwater Report_20220921

Stormwater Deport
Project:
Carolina Thomas Midland
FEI Project: 03003.003
Submitted To:
NCDEQ
August 8, 2022
Prepared For: Carolina Thomas, LLC
6327 Burnt Poplar Rd
Greensboro, NC 27409
[phone]
Bob Price
[e-mail]
Prepared By: FEI Civil Engineers and Land Surveyors
8518 Triad Drive
Colfax, North Carolina 27235
(336)-544-6438
Engineer: Andrew Christ, PE
FE1
Civil Engineers and Land Surveyors
CIVIL ENGINEERS AND LAND SURVEYORS
8518 Triad Drive
Colfax, NC 27235
[phone]
License No. C-0950

Table of Contents
INTRODUCTION.....................................................................................................................................................3
SITE INFORMATION...............................................................................................................................................3
SITEDATA.....................................................................................................................................................................3
WATERSHEDDATA.........................................................................................................................................................3
NARRATIVE............................................................................................................................................................ 4
CONCLUSION.........................................................................................................................................................4
APPENDIX.............................................................................................................................................................. 5
Stormwater Analysis Report
Carolina Thomas Midland
Midland, North Carolina feiconsulting.com 'Ad

Carolina Thomas Midland
Bus Warehouse and Repair
Town of Midland
Cabarrus County, North Carolina
INTRODUCTION
The proposed development is the construction of a bus warehouse and repair facility along the
frontage of NC Highway 24/27 just East of the intersection with Jim Sossoman Road (SR 1123).
This 12.11-acre parcel contains an existing 1.5-acre pond and 0.136 acres of existing built -upon
area. The existing built upon area will be removed and 2.38 acres of built -upon area is proposed
with this development. The site will mainly be a fill site and will remain a low -density project.
The project consists of a +/- 20,OOOSf building surrounded by pavement for parking and bus
movement within the property. The effective area is 10.61 acres when the 1.5-acre surface
water is removed from the overall area resulting in22% (2.38 acres) of built upon area with an
effective area of 10.61 acres. The building will be serviced with public water provided by the
City of Concord and an on -site septic system.
SITE INFORMATION
Site Data
Owner: Carolina Thomas Development LLC
PIN: 55442997800000
Reference: D.B. 15603, PG. 0225
Development Standard: Midland, NCDOT, and NCDEQ
Zoning: C-24/27 (Commercial Hwy 24/27)
Property Address: 2575 NC Hwy 24-27 E, Midland, NC, 28107
Watershed Data
Watershed Classification: Non -water supply watershed
River Basin: Yadkin -Pee -Dee
Soil Types: HeB, KkB, TaB, W
Average Slope: 2.5%
Stormwater Report
Carolina Thomas Midland
Midland, North Carolina feiconsulting.com

NARRATIVE
The subject property consists of a residential house and drainage swales that flow through a
culvert under an NCDOT roadway. The onsite drainage area is 5.64 acre of hydrologic soil group
C with a combination of heavy tree coverage and grass cover. The existing drainage area has a
10-year flow rate of 24.9 cfs (C=0.75, Iio=5.89, Tc=10min).
The proposed development requires the site to be built out to the maximum extent possible to
allow for vehicular traffic and overall mobility within the property. The natural grade of the
property requires mostly fill material and storm sewers to allow for the capture of stormwater
without causing future flooding within the building. Where possible and to allow the most
vegetated swales, storm sewer is installed only where required. Culverts are required at the
drive way entrance and to allow water to continue to travel through the development. Through
NCDOT permitting, it has been required to capture the existing street drainage within the
widening which has been analyzed and added to the overall storm sewer design.
During initial construction, erosion control measures will be in place to treat the disturbed area
runoff and allow offsite drainage to bypass the construction. Upon completion of construction,
the erosion control basins and perimeter measures will be removed to allow the stormwater to
be re -rerouted to match existing condition. The existing 12-inch pipe will outlet onto a riprap
apron and then flow into a vegetated swale with Pyramat matting, see detail in the appendix.
The swale will travel along the western property line along the Tucker Furniture, LLC property
towards NC Hwy 24/27 and continue east, paralleling the NCDOT Highway 24-27. See Table 1
for swale calculations.
Table 1: Swale Calculations
SWALE CHART
Channel
Area (A, ac)
Composite C
C X
Flow
(Q,cfs)
Channel Type
Slope
(s, R/R)
Side Slope
(z'.1)
Wetted Perim
(P, R)
Flow Depth
(y, R)
Actual
Depth (R)
Bot. Width
(b, R)
Top Width
(T, R)
Material
n
Velocity
(V, fps)
Shear
(psfj
O (Galt)
SWALE1
1.66
0.86
6.26
10.34
Triangular
0.014
3
6.11
0.68
2.00
2.0
6.33
Earth channel - weedy
0.028
3.72
0.60
10.34
1= 7.37 IN/HR(10-IR STORM)
LINER =Pyramat See Detal l Sheet)
CONCLUSION
The intent of the proposed development is to maximize the operational value of the property
while maintaining a low -density impact to the overall property. The storm water plan has been
designed to maintain the pre -construction drainage patterns utilizing swales, ditches, and storm
sewer.
In summary, this development has been designed and is intended to minimize on -site impacts
to water quality from using natural drainage features, limiting disturbed area, and minimizing
storm drainage where possible to construct this residential development
Stormwater Report
Carolina Thomas Midland
Midland, North Carolina feiconsulting.com '

APPENDIX
• NOAA PRECIPITATION FREQUENCY
• MAPS
➢ VICINITY MAP
➢ USDA SOILS MAP
➢ USGS QUAD MAP
➢ FLOOD MAPS
• SWALE LINER SPECIFICATIONS
• DEED REFERENCE
• COMPANY INFORMATION
Stormwater Report
Carolina Thomas Midland
Midland, North Carolina feiconsulting.com

NOAA PRECIPITATION FREQUENCY

NOAA Atlas 14, Volume 2, Version 3
' Location name: Midland, North Carolina, USA* -N,
Latitude: 35.2517*, Longitude:-80.5289`
Elevation: 562.89 ft**
source: ESRI Maps
"source: USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1
Average
recurrence interval (years)
1
2
5
10
25
5D
10D
200
5DD
10D0
4.87
5.76
6.70
7.37
8.12
8.63
9.10
9.49
9.92
10.2
5-min
(4.49-5.29)
(5.30-6.26)
(6.16-7.28)
(6.76-7.99)
(7.42-8.80)
(7.84-9.35)
1 (8.22-9.84)
1 (8.54-10.3) 11
(8.86-10.8)
1 (9.06-11.1)
3.89
4.60
5.36
5.89
6.47
6.88
7.22
7.52
7.85
8.06
10-min
(3.59-4.23)
(4.24-5.01)
(4.93-5.83)
(5.40-6.39)
(5.90-7.01)
(6.25-7.44)
(6.53-7.82)
(6.77-8.15) 11
(7.01-8.52)
(7.13-8.75)
3.24
3.86
4.52
4.97
5.47
5.80
6.09
6.33
6.59
6.74
15-min
(2.99-3.52)
1 (3.56-4.20)
(4.16-4.92)
1 (4.55-5.39)
(4.99-5.92)
(5.27-6.28)
(5.50-6.59)
(5.70-6.85)
(5.88-7.15)
(5.97-7.32)
30-min
2 5 2?42
2. 5-62?90
2. 5 3.49
3. 0-63090
3. 00538
3.97 4?73
4.226.04
4. 39333
4. 8 5469
4.835693
1.39
1.67
2.06
2.34
7 2.70
2.96
3.21
7 3.45
7 3.76
3.98
60-min
(1.28-1.51)
1 (1.54-1.82) 11
(1.892.24)
1 (2.15-2.54) 11
(2.46-2.92)
1 (2.69-3.20)
1 (2.90-3.47)
1 (3.11-3.74)
(3.36-4.08)
(3.53-4.33)
0.802
0.970
1.20
1.38
1.61
1.78
1.94
2.11
2.32
2.48
2-hr
(0.735-0.876)
(0.888-1.06)
(1.10-1.32)
1 (1.26-1.51) 11
(1.46-1.75)
1 (1.60-1.93)
1 (1.75-2.12)
1 (1.88-2.30)
(2.05-2.53)
(2.17-2.71)
0.570
0.688
0.859
0.990
1.17
1.30
1.44
1.58
1.77
1.92
3-hr
(0.522-0.625)
(0.631-0.755)
(0.786-0.942)
(0.903-1.08) 11
(1.06-1.27)
1 (1.18-1.42)
1 (1.29-1.57)
1 (1.41-1.72) 11
(1.55-1.93)
1 (1.67-2.09)
0.345
0.416
0.520
0.601
0.709
0.795
0.883
0.972
1.10
1.19
6-hr
(0.316-0.378)
(0.382-0.456)
(0.476-0.569)
(0.548-0.656)
(0.643-0.772)
(0.717-0.865)
(0.790-0.960)
(0.862-1.06)
(0.958-1.19)
1 (1.03-1.29)
0.203
0.246
0.308
0.358
0.426
0.481
0.537
0.596
0.678
0.744
12-hr
(0.187-0.222)
(0.226-0.270)
(0.283-0.337)
(0.327-0.391)
(0.386-0.464)
(0.432-0.522)
(0.479-0.583)
(0.526-0.646)
(0.588-0.733)
(0.636-0.805)
0.121
0.146
0.183
0.213
0.252
0.284
0.317
0.350
0.396
0.433
24-hr
(0.112-0.131)
(0.136-0.158)
(0.170-0.198)
(0.197-0.230)
(0.233-0.273)
(0.262-0.307)
(0.291-0.342)
(0.321-0.378)
(0.361-0.428)
(0.393-0.469)
0.071
0.085
0.106
0.123
0.146
0.164
0.182
0.201
0.226
0.247
2-day
(0.066-0.076)
(0.079-0.092)
(0.099-0.115)
(0.114-0.132)
(0.135-0.156)
(0.151-0.176)
(0.167-0.195)
(0.184-0.216)
(0.207-0.244)
(0.224-0.266)
0.050
0.060
0.075
0.086
0.102
0.114
0.127
0.140
0.158
0.172
3-day
(0.047-0.054)
(0.056-0.065)
(0.069-0.080)
(0.080-0.092)
(0.094-0.109)
(0.105-0.122)
(0.117-0.136)
(0.128-0.150)
(0.144-0.170)
(0.156-0.185)
0.040
0.048
0.059
0.068
0.080
0.089
0.099
0.109
0.123
0.134
4-day
(0.037-0.043)
(0.044-0.051)
(0.055-0.063)
(0.063-0.072)
(0.074-0.085)
(0.082-0.096)
(0.091-0.106)
(0.100-0.117)
(0.113-0.132)
(0.122-0.144)
0.026
0.031
0.038
0.043
0.051
0.057
0.063
0.069
0.078
0.084
7-day
(0.025-0.028)
(0.029-0.033)
(0.036-0.040)
(0.041-0.046)
(0.047-0.054)
(0.053-0.061)
(0.058-0.067)
( 0.064-0.074)
( 0.072-0.083)
(0.077-0.090)
10-day
00
0.020-0 022
0.023--0 027
0.028-0 032
0.032--0 036
0.037--0 042
0.04 046
0.04 -0 051
0.048-0 055
0.05 -0 062
0.058-0 067
0.014
0.017
0.020
0.022
0.025
0.028
0.030
0.033
0.036
0.039
20-day
(0.013-0.015)
(0.016-0.018)
(0.019-0.021)
(0.021-0.023)
(0.024-0.027)
(0.026-0.029)
(0.028-0.032)
(0.031-0.035)
(0.034-0.038)
(0.036-0.041)
0. 112
0.014
0.016
0. 117
0. 220
0.021
0.023
0. 225
0. 227
0.029
30-day
(0.011-0.012)
(0.013-0.014)
(0.015-0.017)
(0.017-0.018)
(0.019-0.021)
(0.020-0.023)
(0.022-0.024)
(0.023-0.026)
(0.025-0.029)
(0.027-0.031)
0.010
0.011
0.013
0.014
0.016
0.017
0.018
0.019
0.021
0.022
45-day
(0.009-0.010)
(0.011-0.012)
(0.012-0.014)
(0.014-0.015)
(0.015-0.017)
(0.016-0.018)
(0.017-0.019)
(0.018-0.020)
(0.020-0.022)
(0.021-0.023)
0.009
0.010
0.011
0.012
0.014
0.015
0.016
0.017
0.018
0.019
60-day
(0.008-0.009)
(0.010-0.011)
(0.011-0.012)
(0.012-0.013)
(0.013-0.014)
(0.014-0.015)
(0.015-0.016)
(0.016-0.017)
(0.017-0.019)
(0.018-0.020)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90 % confidence interval. The probability that precipitation frequency estimates (for a
given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
PF graphical

PD5-based intensity -duration -frequency (IMF) curves
Latitude: 35.2517 Longitude:-80.5239°
100.000
10.000
L
C
ZI
n 1.000
C
a
e
0.001 L
1
L
I
1
I I
I I
I 1
I I
1 L
c
c
c
c
c
L_ L_
L_ L_
�1-1
�1-1 :�,
�;-, �-,
s
•
• C
' E
' E
L i
L L
L
-0
G
A A
lb C�
�4
U
Lli
p
L%
O
O
^
N N
A V
r� O
O
O
Li 7 O
,-
rn
Lo
r-I
N
rn
v �
Oration
100.000
s
10_000
k
c
1.000
a�
e
° 0.100
CL 0.010
0 001 1 1 1 1 1 1 1 L I
1 2 5 10 25 50 100 200 500 1000
Average recurrence interval (years)
NOAA Atlas 14, Volume 2. Version 3 Created {GMT): Wed Jun 29 12:52:24 2022
Back to Top
Maps & aerials
Small scale terrain
Average recurrence
Inteml
(years)
—1
— 10
25
50
100
200
500
1000
Duratio n
— 5-min
— 2-day
— 10-mm
— 3-day
15-min
— 4-day
— 30-min
— 7-day
— 80-mrn
— 10-day
— 2-1r
— 20-0ay
— 3-1r
— 30-day
— "r
-- 45--day
— 12-hr
bG-day
— 24fir

i5licllatId
3km
2mi
Laaraa scale terrain
I, city" tiJY
will ston-Salei„
• • Durhal„
Greensboro •
NIL Nlitrh�u Ralei
•
•Ashesill` N0RT141 AR0LINA
• Mid aatte Fayetteville ,
'Greenville` +
1 -
�r�„rrs CAROLINA i1-
100km
60mi
fnli irril i; 1fi�
Large scale map
V Johnson City
Wins#�on Tern G feep5!}OFO D CII
Ralei
As W N ort h
,e 7
100km
60mi mbia
f s
Large scale aerial

Back to Top
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring, MD 20910
Questions?: [e-mail]
Disclaimer

MAPS

w 7
'144 61
4PF
i to'
14AW'
p

USDA SOIL MAP
M m M E om« _ _ _ _ _
,aza/,x=a
3 , )
)
q
y
\
y
)
q
y
\
y
q 7
y
�
y
¥
2
p r:�.
p
/
7 3
_
y
�\
,
k
.
§
§
}
]
»
\
*
}
®
—
\
:
\
\
)
B
S
�f
_
§/
�;
&
_
_)
_
)§
�
zQ
z3
)
(
oso« M K ODO« _ _
_ _ _
_

Z
O
G
O
LL
Z
Ca
G
0
Z
/W
V
W
J
a
O O
U)
N
O
U
N
UU) ('U'
OCL
(6
U)
a)
O
C
U
L
O
-6
�_
U) 7 0
D O
N
E
N
2 .N E
-O U) ,� -p
��-,
fU)
O
N
E
= �
(CL
p
00
O
O
N
N `) N a
U
N
y-0 O
L
C N O O N
U N
O
O
'• ".' 7 0
C d
N -O U) N
Q
0 O
p
L E
E
U W
N (6 O N
Z N
(6
N O IQ)
N N
D
>' C
N
(6
p- a
N
O
i
N
O
U
N
U .�.. O p
O O U
O �_
U
O-
O
O Q E
E� N y
O
US
a) 2
O C
L-6._ N m
E 5
o-
N
y�
U)
�
L
Q
N E E a)
U)
N
-0
7 U) U O N
U Q�
w -O
'6 N
i 0
N�
N
-0 a)N
O
U
U)J
N a)
.O a) -O
N .y
N
N
O C
m
U) N Q E
Q U)
Utl)
i
U
N
tl)
t C 0
N
Q U
N
N
N
0 O
>+
L N N jp
O) N
-O
(6 0
N
E
0 0) T 7
C y
Q a) U)
N (6 (6 7
,tl)
U)
C
N Q
U) (6
O -O N Q
O o
>'
g 3 U
Q m
0
m
s E
E
U-
O (Su>
E N 7 p
D O au) N O
7 to
O O
N
L Q
7
O- O
N
N 00
C O
0 -6 O
fOA N
p
U U -6
y U
Q N
(n N
(6 O
E O
y 0
N
N
o a N C
(6 (6
N N
O
p N p
Q .� N U
m O tl) �_
(n
L
-
O 7
- O
O N
N
N E N
EL E
U� U
p
Q 0 Q m
H o
U U
U �
��
H am.
y
� y
4 O R O_
L
Q Li O L
>. 0
d Q O J R a) O O O L
Q U) O O_ R R 0 m 0_
0 U) O N N N y O R
O N L y a U
U) in > O U")'2 in g S v Q
� R C
R � �
a)
* R 4 R5 R
F m
y
C O
O y Q
o .� U)
a° a° N cL
N
Q a
U C C C a) Q Q R O > O` ° Q
> > > o w U) 3 y o > w o 0 w _ 0
O Q Q Q R a Q o a > O o O m cn >.
o R R R y 3 a = `o E O a) O o U)
a R — 3 O T w > > a R w o coi Y o a
y o 0 0 O o R O > R y o o m R o a o
Q cn cn cn p m m U U (7 (7 J J 0- m U) U) U) in U) U)
w a
R
cun
Q y
T
N
U
Uo
� U
� o
m
'o �
U Q
_a O
U
m
0
m
Z

Soil Map—Cabarrus County, North Carolina
USDA SOIL MAP
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BaB
Badin channery silt loam, 2 to
8 percent slopes
0.0
0.0%
HeB
Herndon silt loam, 2 to 8
percent slopes
5.5
26.1 %
KkB
Kirksey silt loam, 1 to 6
percent slopes
9.1
43.3%
TaB
Tarrus silt loam, 2 to 8 percent
slopes
5.1
24.3%
W
Water
1.3
6.3%
Totals for Area of Interest
21.1
100.0%
USDA Natural Resources Web Soil Survey 6/29/2022
Conservation Service National Cooperative Soil Survey Page 3 of 3

USGS QUAD MAP
Z USGS U.S. DEPARTMENT
GEOLJOGM SURVEY RIOR
ntl EynMe UnlmtlUm"ml fialglrel Sunmy Pratlu
wrtn..:nm a.w�me
versa cma.etswe::w�m. Mcmp, r.wemm.m
a
ii-p STopo
m o STALE 1:34000 mm
CONCORD SE QUADRANGLE
NORTH CAROLINA- CARARRUS COUNTY
T.S-MINUTE SERIES
a
m..Ye.:¢.p: �nwnmrmw �mwu Qmww
CONCORD SE, NC
�oaixcau°awurs M19

R:N �: a
v
4-0
4-0
(3)
II�
` . -.
n�
W
� V
J
L
N
70
0
0
LL
0
5
a
l� ro
i
�
N
3 3
R N
°m
❑
C 'Y ❑
ei R � N N
n m z °o
b
i C t6
W
pr
LL
Q cr
a
N
a
zz
as
w p
�LL
a
m =
m
R N
CL
a
ra
m i
z
m-a
E
EA m y
W C
�
y N t, r❑
C� 11q r
IV
B
Nn►-�pp
CDm d
air
a V
�qa
P
'w
O
=w
C m
Y
Q
m Ew=
a wpm
P Q
ay2Qc£
�nyoac
M 1- 1
m o a
o,-
O
naLL
C
mn�� an d
_�
m t N
CL
m Gwyr
6
anplwC
O aa
mWL
w m
E
m
Rt;
m 3
aim
w e W
o E a g v
6 2 Z)
`o
a n
O N 3
E
is
va H
m LU.
w❑
m m
_ a L LL
m y
L
a�i w
a o c a
4 W
N yi p O
GG77
_ O 9
rJ
N R C pi = y
iC � N
EEn=
laGp
r�z❑00
m°a'0�
u a m 0
�� m� 2 j
E a m- W n
Z
a S eEi a.
a ip `o L m i^
❑.. `R c m �'
pQ,
m.' R W
g' x FL.. m
0
m c v m=
m E �
¢
a
° w c7
L L c�
w r v m
L 3 m W m
¢ci E c
c w y a c y
g
F n�-W
rm3
�-m LL0
c.
ro
9
4
ro
N y
LL ro
Qm
1 v
N
Q
0
LO
CD
LO
v
u7
N
C

SWALE LINER SPECIFICATION

01104%1001PYRAMAT'
Product Data
PYRAMAT® 75 HPTRM
PYRAMAT® 75 high performance turf reinforcement mat (HPTRM) is a three-dimensional, lofty, woven
polypropylene geotextile that is available in green or tan which is specially designed for erosion control
applications on steep slopes and vegetated waterways. The matrix is composed of polypropylene monofilament
yarns featuring X3® technology woven into a uniform configuration of resilient pyramid -like projections. The
material exhibits very high interlock and reinforcement capacity with both soil and root systems, demonstrates
superior UV resistance, and enhances seedling emergence. The expected design life of PYRAMAT® 75 is up to 75
years because of its superior UV resistance, resistance to corrosion, strength, and durability in the most
demanding environments.
PYRAMAT® 75 conforms to the property values listed below' and is manufactured at a Propex facility having
achieved ISO 9001:2008 and ISO 14001:2015 certifications. Propex performs internal Manufacturing Quality
Control (MQC) tests that have been accredited by the Geosynthetic Accreditation Institute - Laboratory
Accreditation Program (GAI-LAP).
PROPERTY
TEST METHOD
ENGLISH
METRIC
ORIGIN OF MATERIALS
% U.S. Manufactured
100%
100%
ENVIRONMENTAL IMPACT
GHG Protocol
Carbon Footprint
ISO 14064:2006
2.7 kg CO2e/m2
PAS 2050:2011
PHYSICAL
Mass Unit Area 4
ASTM D-6566
14.0 oz/yd2
475 g/m2
Thickness 2
ASTM D-6525
0.40 in
10.2 mm
Light Penetration % Passing)3
ASTM D-6567
10%
10%
Color
Visual
Green or Tan
MECHANICAL
Tensile Strength 2
ASTM D-6818
4000 x 3000 Ibs/ft
58.4 x 43.8 kN/m
Elongation 2
ASTM D-6818
40 x 35 %
40 x 35 %
Resiliency2
ASTM D-6524
80%
80%
Flexibilit 4
ASTM D-6575
0.534 in -lb
616,154 mg -cm
ENDURANCE
UV Resistance % Retained at 3,000 hrs 4
ASTM D-4355
90%
90%
UV Resistance % Retained at 6,000 hrs 4
ASTM D-4355
90%
90%
PERFORMANCE
Velocity Ve etated 4,5
Large Scale
25 ft/sec
7.6 m/sec
Shear Stress (Vegetated 4,5
Large Scale
16 Ib/ft2
766 Pa
Mannin 's n Unve etated 4'6
Calculated
0.028
0.028
Seedlin Emer ence 4
ASTM D-7322
619%
619%
8.5 ft x 120 ft
2.6 m x 36.6 m
ROLL SIZES
15.0ftx120ft
4.6mx36.6m
IV V I tJ:
1. The property values listed above are effective 01/01/2019 and are subject to change without notice. Values represent testing at time of manufacture.
2. Minimum average roll values (MARV) are calculated as the typical minus two standard deviations. Statistically, ityields a 97.7% degree of confidence that any samples taken from quality assurance
testing will exceed the value reported.
3. Maximum Average Roll Value (MaxARV), calculated as the typical plus two standard deviations. Statistically, it yields a 97.7%degree of confidence that any sample taken during quality assurance testing
will meet to the value reported.
4. Typical Value.
5. Maximum permissible velocity and shear stress has been obtained through vegetated testing programs featuring specific soil types, vegetation classes, flow conditions, and failure criteria. These
conditions may not be relevant to every project nor are they replicated by other manufacturers. Please contact Propex for further information.
6. Calculated as typical values from large-scale flexible channel liningtest programs with a flow depth of 6 to 12 inches.
Propex® ENGINEERED EARTH ARMORING SOLUTIONS TM
�► GEOSOLUTIONS
www.propexglobal.com
Propex Operating Company, LLC • 4019 Industry Drive Chattanooga, TN 37416 ph 800 6211273 ph 423 855 1466
ARMORMAX', PYRAMAT, LANDLOK', X3', PYRAWALL', SCOURLOK', GEOTEX', PETROMAT', PETROTAC', REFLECTEXc, and GRIDPROT" are registered trademarks of Propex Operating Company, LLC.
This publication shoultl not be construed as engineering advice_ While information contained in this publication is accurate to the best of our knowledge, Propex does not warrant its accuracy or completeness_ The ultimate customer and user of the
precincts shoultl assume sole responsibility for the final determination of the suitability of the information and the precincts for the contemplated and actual use_ The only warranty made by Propex for its prociucts is set forth in our prociuct data
sheets for the prodbot, or such other written warranty as may be agreed by Propex and individual customers_ Propex specifically disclaims all other warranties, express or implied, including without limitation, warranties of merchantability or fitness
for a particular purpose, or arising from provision of samples, a course of dealing or usage of trade_
© 2019 Propex Operating Company, LLC

DEED REFERENCE

1
15603 0225
a
w
z
1175
0
z
a
0
w
z
z
6
Zn
FILED
CABARRUS COUNTY NC
WAYNE NIXON
REGISTER OF DEEDS
FILED Oct 26, 2021
AT 09:49 am
BOOK 15603
START PAGE 0225
END PAGE 0231
INSTRUMENT # 45594
EXCISE TAX $1,800.00
SSF
NORTH CAROLINA GENERAL WARRANTY DEED
Prepared by: Steven H. Bouldin, a licensed North Carolina attorney.
Return to: Keziah Gates LLP, Post Office Box 2608, High Point, NC 27261
Grantors' address: c/o Donna Hull Wilson; 433-D Tavistock Court, Murrells Inlet, SC 29576
Grantee's address: Post Office Box 18209, Greensboro, NC 27419
Tax Parcel No. 55442997800000
Property Address: 12101 Jim Sossoman Road, Midland, NC
Excise Tax: $1,800.00
This property does not include the principal residence of Grantor. Delinquent taxes, if any, to be paid by the closing
attorney to the county tax collector upon disbursement of the closing proceeds.
THIS DEED, made this 721 day of October, 2021, between Donna Hull Wilson
(individually and as Executor of the Estate of Louise Moore Hull, deceased) (unmarried); Philip
Wayne Hull and wife, Shelley Hull; Cathy HullMullis and husband, Wayne Hampton Mullis
(the "Grantors"), and Carolina Thomas Development LLC, a North Carolina limited liability
company (the "Grantee");
Background Statement
Louise Moore Hull (the "Decedent") died testate a resident of Cabarrus County, North
Carolina on June 18, 2020. Her last will and testament (the "Will") has been duly probated and
recorded in the Office of the Clerk of Superior Court of Cabarrus County, North Carolina. See
estates file no. 20 E 737, Cabarrus County Clerk of Superior Court. The Will named the Decedent's
daughters, Cathy Hull Mullis and Donna Hull Wilson as co -Executors, Cathy Hull Mullis renounced
the right to qualify, and Donna Hull Wilson has qualified and is now acting, as Executor of the
estate. The Notice to Creditors has been published. The Will devised the Premises described in this
Deed to her children, Donna Hull Wilson, Philip Wayne Hull and Cathy Hull Mullis (the
"Devisees"). Donna Hull Wilson, acting as Executor, joins in this conveyance pursuant to the
provisions of North Carolina General Statute 28A-17-12. The spouses of the Devisees join in the
execution of this instrument pursuant to the provisions of North Carolina General Statute 29-
30(a)(1).

15603 0226
NOW, THEREFORE, the Grantors, for a valuable consideration paid by the Grantee,
receipt of which is acknowledged, hereby grant, bargain; sell and convey unto the Grantee and its
heirs and assigns, in fee simple, the lands (the "Premises") situated in the Town of Midland, No. 10
Township, Cabarrus County, North Carolina, described as shown on Exhibit A which is attached to
and incorporated herein by reference.
TO HAVE AND TO HOLD the Premises and all privileges and appurtenances thereunto
belonging, unto the Grantee and its successors and assigns, in fee simple forever.
AND THE DEVISEES COVENANT that they are seized of the Premises in fee and have
the right to convey the Premises in fee simple; that the Premises are free from encumbrances, except
as stated below; and that they will warrant and defend the title to the Premises against the lawful
claims of all persons; subject only to the exceptions stated below. Donna Hull Wilson, in her _
capacity as Executor, covenants that she has not placed or suffered to be placed upon the Premises
any existing lien or encumbrance, and that she will warrant and defend the title to the Premises
against the lawful claims of all persons claiming by, through or under her as Executor, insofar as it
is her duty to do so by virtue of her office as Executor, but no further.
THE PREMISES are conveyed subject to the following exceptions: (1) street and utility
easements and rights of way of record, or visible upon the Premises; (2) applicable restrictive
covenants of record, (3) ad valorem real property taxes for the year 2021 which shall be prorated
between the parties as of the closing date; and (4) zoning and building laws, rules, regulations and
ordinances.
IN TESTIMONY WHEREOF, the Grantors have executed this deed on the date first stated
above.
V kAMq1!,- a>) UZ& wj-eav .
Donna Hull Wilson, individually and as
Executor of the Estate of Louise Moore Hull.
deceased
K

15603 0227
SOUTH CAROLINA
JESSICA DANIELS
Notary Public State of South Carolina
My Commission Expires
February 04, 2031
(Official Sea])
Date: I o Q C)7-
COUNTY
I certify that the following person personally appeared before me this
day, each acknowledging to me that she voluntarily signed the
foregoing document for the purpose stated therein and in the capacity
indicated: Donna Hull Wilson, individually and as Executor of the
Estate of Louise Moore Hull. deceased.
3
lwvx Atm JLA
Pri Name: 1j
M Kornmission' Expires: U o1- (�y _ a p3

15603 0228
IN TESTIMONY WHEREOF, the Grantors have executed this deed on the date first stated
above.
Cat4 Hull Mullis Wayne riampton Mulli
NORTH",ROLINA
�UNE23-
Date: 71Q CfiZn21
N &-W) W gCOUNTY
I certify that the following persons personally appeared before me this
day, each acknowledging to me that they voluntarily signed the
foregoing document for the purpose stated therein and in the capacity
indicated: Cathy Hull Mullis and Wayne Hampton Mullis.
4

15603 0229
IN TESTIMONY WHEREOF, the Grantors have executed this deed on the date first stated
above.
V T4J�0- W OLAA V < j��
Philip Wayne X11 Shelley Hull
NORTH CAROLINA
(Official Seal)
� r
Date: 0 t 1/1 N
ICU COUNTY
I certify that the following person personally appeared before me this —_
day, each acknowledging to me that she voluntarily signed the
foregoing document for the purpose stated therein and in the capacity
indicated: Philip Wayne Hull and Shelley Hull.
,-%y MMAY 11���i�i
irk
>�
5
LOW I %u
- I1Jilrl�r

15603 0230
Exhibit A
Township #10
Cabarras County
Lying and being in No. 10 Township on the North side of North Carolina Highway 27 (Charlotte -
Albemarle Highway) and on the Southeast side of the Ebenezer Church Road adjoining the property
of Arthur Howell and others and being Lots Nos. 5 and 6 and a tract of land adjoining Lot No. 6 on
the West in Block "A" of the Property of J. A. Morrison as surveyed and platted by S. Glenn
Hawfield, Jr. on May 19, 1947, and described as follows:
BEGINNING at a point in the center of North Carolina Highway 27 (said point being
South 89-45 East 3 73 feet from the center of the intersection of N.C. Highway 27 and
the Ebenezer Church Road), and running thence North 0-15 East 200 feet to an iron
stake in the 4.20 acre tract; thence North 89-45 West (passing an iron stake at 200
feet) 224.5 feet to an iron stake in the center of the Ebenezer Church Road; thence
with said road as follows: 1 s , North 36-40 East 151.5 feet to an iron stake, 2"d, North
38 East 317.5 feet to an iron stake, corner of the Ebenezer Church Property; thence
with two lines -of the Church property as follows: V, South 52% East 61 feet to a
Black Gum and 2"d, North 7-11 East (crossing the Ebenezer Church Road) 234.8 feet
to an iron stake, corner of Arthur Howell; thence with his line South 68-10 East 730
feet to an iron stake, corner of Lot No. 6; thence again with Howell's line South 67
1 /4 East 160.6 feet to an iron stake, corner of Lot No. 4; thence with the line of Lot
No. 4 South 0-16 West 450.7 feet to a point in the center of North Carolina Highway
No. 27; thence with said Highway North 89-45 West 959.6 feet to the Beginning, and
is a part of the property conveyed by Ralph D. Furr and wife, Oma Furr and by
Mamie McEachern Biggers to Joe A: Morrison and wife, Pearl Bost -Morrison by
deeds dated August 3, 1945, and August 9, 1945, and recorded in Record of Deeds
No. 185, pages 241 and 282 respectively.
SAVE AND EXCEPT FROM THE FOREGOING PARCEL, the following two (2) tracts:
Tract 1
(Deed Book 428, Page 217, correction deed recorded in Deed Book 435 Page 16)
Lying and being in No. 10 Township, Cabarras County, North Carolina, on the east
side of the Sossamon Road adjoining R. L. Tucker and described as follows:
BEGINNING at an old iron stake, corner of Hull and Tucker (see Deed Book 206,
Page 110) and runs thence with the line of Tucker North 89-15 West 225.1 feet to a
point in the center line of Sossamon Road; thence with the center of Sossamon Road
North 37-24 East 156.83 feet to a point, a new corner in the center of said Road;

15603 0231
thence two new lines with Hull as follows: I", South 89-15 East 130.4 feet to an iron
stake; 2"d, South 0-15 West 125 feet to the BEGINNING, as surveyed by Keith R.
Moen, December 23, 1971, and is part of that property conveyed by J. D. Griffin and
wife, Eva Louise Griffin to Billy Wilford Hull and wife, Louise Moore Hull dated
June 20, 1951 and recorded in Record of Deeds Book No. 235, Page 133.
Tract 2
(Deed Book 1290, Page 252)
BEGINNING at the point of intersection of the western property line of the
undersigned, if extended and Survey Line L; thence in a northerly direction along the
western property line, if extended and western property line of the undersigned,
common with Margaret Tucker, now or formerly to a point located 50 ft. north of and
normal to Survey Line L; thence in an easterly direction 50 ft. north of and parallel
to Survey Line L to a point located 50 ft. north of and normal to Survey Station
645+50, survey Line L; thence in a straight line in a northeasterly direction to a point
located 75 ft. north of and normal to Survey Station 649+00, Survey Line L; thence
in an easterly direction in a straight line toward a point located 65 ft. north of and
normal to Survey Station 651+50, Survey Line L to the point of intersection with the
eastern property line of the undersigried,- common with -Robert- McManus now of
formerly; thence in a southerly direction along the eastern property line, and the
eastern property line, if extended of the undersigned to the point of intersection with
Survey Line L; thence in a westerly direction along Survey Line L to the point of
BEGINNING.
For prior deed references, see Deed Book 235, Page 133, Cabarrus County Registry and the estate
file of Louise Moore Hull, 20 E 737. Billy Wilford Hull died on January 8, 2008.
7

COMPANY INFORMATION

6/24/22, 8:06 AM
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Carolina Thomas Development LLC
Information
Sosld: 0746585
Status: Current -Active O
Date Formed: 10/5/2004
Citizenship: Domestic
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Lynch, Charles E., Jr
Addresses
Reg Office
300 North Main Street, Ste 400
High Point, NC 27260-5056
Principal Office
6327 Burnt Poplar Rd
Greensboro, NC 27409-9711
Company Officials
Reg Mailing
300 North Main Street, Ste 400
High Point, NC 27260-5056
Mailing
6327 Burnt Poplar Rd
Greensboro, NC 27409-9711
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
B & CP Enterprises, LLC c/o Robert Price
3321 CHANNEL SIDE DRIVE SW
SUPPLY NC 28462
Member
Andy Price
3321 CHANNEL SIDE DRIVE SW
SUPPLY NC 28462
https://www.sosnc.gov/oniine_services/search/Business_Registration_ResuIts 1 /2

6/24/22, 8:06 AM
Member
North Carolina Secretary of State Search Results
Kelly Rivera
4201 S Rockingham Road
Greensboro NC 27407
https://www.sosnc.gov/oniine_services/search/Business_Registration_ResuIts 2/2