SW6200704_Report (Soils)_20200730

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.U. Box 400,266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone] www.halowensoil.coin
10 Apri 12020
Mr. Trae Anderson
Larry King & Associates
1333 Morganton Road. Ste 201
Reference: Soil Scientist Investigation for Stormwater
Cypress Pointe
Dear Mr. Anderson.
A site investigation has been conducted for the above referenced project, located off Fennel
Road in Cumberland County. North Carolina. The purpose of this investigation was to provide a
general characterization of the soils in the area proposed for a stormwater infiltration device,
including a determination of the depth to evidence of a seasonal high water table and estimation of
the permeability of the various soil layers. In -situ hydraulic conductivity testing was not
conducted. All soil characteristics were described in accordance with the USDA Field Book for
Describing and Sampling Soils. This report represents my professional opinion as a Licensed Soil
Scientist.
Hand -powered auger borings wei,e advanced at five locations as shown at Figure 1. A soil
profile description was collected at each location and is attached to this report.
At location # 1, soil morphological characteristics indicating a seasonal high water table
(SHWT) were observed at 11." inches below surface. Infiltration rates (permeability) range from
0.8 in/hr in the sandy clay loam textured layer between 62 and 84 inches to as high as 10 in/hr in
the loamy sand textured soils observed bet\.ccn the surface and 18 inches below surface.
At location #2. soil morphological characteristics indicating a seasonal high water table
(SHWT) were observed at 110 inrlies below surface. Infiltration rates (permeability) range from
0.8 in/hr in the sandy clay loam textured layer between 62 and 84 inches to as high as 10 in/hr in
the loamy sand textured soils observed between the surface and 18 inches below surface.
Soil Science Investigations + Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
At location #3, soil morphological characteristics indicating a seasonal high water table
(SHWT) were observed at 92 inches below surface. Infiltration rates (permeability) range from
0.5 in/hr in the sandy clay loam textured layer between 14 and 68 inches to as high as 8 in/hr in
the loamy sand textured soils observed between the iurface and 9 inches below surface.
At location #4, soil morphological characteristics indicating a seasonal high water table
(SHWT) were observed at 86 inches below surface. Infiltration rates (permeability) range from
0.6 in/hr in the sandy clay loam textured layer between 14 and 68 inches to as high as 9 in/hr in
the loamy sand textured soils observed between the surface and 9 inches below surface.
At location #5. soil morphological characteristics indicating a seasonal high water table
(SHWT) were observed at 90 inches below surface. Infiltration rates (penmeability) range from
0.5 in/hr in the sandy clay loam textured layer between 14 and 68 inches to as high as 8 in/hr in
the loamy sand textured soils observed between the surface and 9 inches below surface.
I appreciate the opportunity to provide this service and trust that you will feel free to call
on me again in the future_ If you have any questions or need additional information. please contact
me at your convenience.
�ID SOIL .9c.
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Sincerely
1 Ial Owen
Licensed Soil Scientist
Soil Science Investigations + Wetland Delineations. Permitting, and Consulting

I IAI. OWEN & ASSOCIATES. INC.
Soil Scientist Investigation for Storinwater
Cypress Pointe
10 ,NI-rit 2020
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Soil Science Investigations + Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE, DESCRIPTIONS
FOR
STORNINN'ATI?R MANAGEMENT DEVICES
PROJECT NAME: Cypress Pointe
LOCATION OF SITE: Off Fennell Road
EVALUATED BY: Hal Owen, NC Licensed Soil Scientist
EVALUATION MFTI iOD: Auger Boring ®, Pit ❑
I'ROFILE: I (IElevation 128.57)
PROPOSED FACILITY: BMP
COUNTY: Cumberland
DATE EVALUATED: ? ,April 2020
HORIZON
DEPTH
(IN)
MATRIX
MOTTLES
TEXTURE
STRUMJRE
CONSISTENCE
PERMEABIL
ITY (IN/I-IR)
NOTES
A
04
1 OYR 5/3
LS
1 M GR
VFR
10
E
4-18
10YR 7/6
LS
1 M GR
VFR
10
Btl
18-40
1 OYR 5/6
SL
2 M SBK
FR
6
13t2
40-62
1 OYR 6/6
IOYR 7/6 c2
SI.
1 M Slip
FR
4
BG
62-74
1 OYR 6/6
1 OYR 8/2 fl
5YR 5/6 fl
SCL
2 M SBK
FI
0.8
BC
74-84
Variegated
SL
I M SBK
FR
0.8
C
84-144
Variegated
LS
SG
VFR
AWT
112"
SIIWT
1121,
SLWT
SLOPE
5-10%
DRAINAGE
SOIL SERIES
VEGETATION
Mixed pines and hardwoods
COMMENTS:
Soil Science Investigations • Wetland Delineations. Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
PROFILE: 3 (Elevation 123.71)
HORIZON
I DEPTH
(IN)
MATRIX
MOTTLES
TEXTURE
STRUCTURE
CONSISTENCE
PERMEABIL
ITY (IN/HR)
NOTES
Al
0-9
1 OYR 311
St,
2 M OR
FR
8
Btl
9-14
10YR 6/3
SL
2 M SBK
F1
6
Bt2
14-28
10YR 6/3
10YR 7/2 fI
I OYR 6/6 fl
SCI,
, M SBK
FI
0.5
Bt3
28-68
10YR 7/1
1 OYR 6/6 c2
5YR 5/8 cl
SCL
2 M SBK
Fl
0.5
BC
68-84
Variegated
SL
I M SBK
FR
0.5
C
84-144
Variegated
LS
SG
VFR
AWT
94"
SI1WT
92"
SLWT
SLOPE
5-10%
DRAINAGE
SOIL SERIES
VEGETATION
Mixed pines and hardwoods
COMMENTS:
Soil Science Investigations + Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
PROFILE: 4 (Elevation 123.08)
HORIZON
DEPTII
(IN)
MATRIX
_
MOTTLES
TEXTURF.
STRUCTURE
CONSISTENCE.
FR
PERMEABIL NOTES
ITY(IN/HR)
Al
0-9
1OYR 3/1
SL
2 M GR
9
Btl
9-14
1 OYR 6/3
SL
2 M SBK
FI
6
Bt2
14-28
IOYR 6/3
I OYR 7/2 fl
1 OYR 6/6 fl
SCI.
2 M SBK
FI
06
Bt3
28-68
1 OYR 711
1 OYR 6/6 c2
5YR 5/8 c I
SCL
2 M SBK
FI
0.6
BC
68-84
Variegated
SL
LS
I M SBK
FR
0.8
C
84-144
Variegated
SG
VFR
AWT
190..
SHN T
86"
SLWT
SLOPE.
5-10O,o DRAINAGE SOIL SERIES
Mixed pines and hardwoods
VEGETATION
COMMENTS:
PROFILE: 5 (Elevation 124.04)
HORIZON
DEPTH
(IN)
MATRIX
]OYR 3/1
MOTTLES
TEXTURE
STRUCTURE
CONSISTENCE
PERMEABIL
ITY (_IN/HR)
9
7
NOTES
Al
0-9
SL
SL
2 M GR
2 M SBK
FR
FI
Btl
9-14
I OYR 6/3
Bt2
14-28
1 OYR 6/3
I OYR 7/2 fl
I OYR 6/6 fl
SCL
SCL
' M SBK
FI
0.5
Bt3
28-68
_
1 OYR 7/1
I OYR 6/6 c2
5YR 5/8 cl
2 M SBK
FI
0.5
BC
68-84
Variegated
SL
I M SBK
FR
0.6
C
84-144
Variegated
LS
SG
VFR
AWT
93"
SHWT
90"
SLWT
SLOPE
5-10O/0
DRAINAGE
SOIL SERIES
VFt 1.I A I ION
%Iked pines and hardwoods
COMMENTS:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
LEGEND OF ABBREVIATIONS FOR SOIL PROFILE DESCRIPTIONS
TF,XTI IRE
S
- Sand
LS
- Loamy Sand
SL
- Sandy Loam
L
- Loam
SCL
- Sandy Clay Loam
CL
- Clay Loam
SiL
- Silt Loam
Si
- Silt
SiCL - Silt Clay Loam
SC
- Sandy Clay
C
- Clay
SiC
- Silty Clay
O
- Organic
MOTTLES
f - few I - line
c — common 2 - medium
m — many 3 - coarse
NIOIST C'ONSISTF,NCE
L - Loose
VFR - Very Friable
FR - Friable
FI - Firm
VFI - Very Firm
EFI - Extremely Firm
A WT — Apparent Water Table
SHWT— Seasonal High Water Table
SLWT — Seasonal Low Water Table
F - Faint
D - Distinct
P - Prominent
STRUCTURE
0 - structureless
VF
-very fine
G
- Single Grain
I - weak
F
- fine
M
- Massive
2 - moderate
M
- medium
CR
- Crumb
3 - strong
C
- coarse
GR
- Granular
VC
very coarse
SBK
- Subangular Blocky
ABK
- Angular Blocky
PL
- Platy
PR
- Prismatic
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting