SW3240101_Soils/Geotechnical Report_20240419 (2)

PRELIMINARY SOIL AND SITE EVALUATION
12400 Old Camden Road
Midland, NC 28107
Prepared For:
Jay Eaves
CESI
P.O. Box 268
Concord, NC 28026
Prepared By:
Thompson
91%
Environmenta
Consulting
WATER-WASTEWATER • WETLANDS
Thompson Environmental Consulting, Inc.
PO Box 541
Midland, NC 28107
February 2, 2021 0.1 H o 4.1A tir
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INTRODUCTION & SITE DESCRIPTION
This Preliminary Soil and Site Evaluation was performed on a 51.1-acre tract located at 12400
Old Camden Road, Midland, North Carolina(Cabarrus County Parcel Number:
55340702340000).
Thompson Environmental Consulting, Inc. (TEC)was retained to determine whether the soils
were suitable for the installation of an onsite subsurface wastewater treatment and disposal
systems on a proposed eight lot industrial subdivision. The property was evaluated in
accordance with North Carolina statutes for waste disposal ("Laws and Rules for Sewage
Treatment and Disposal Systems", amended April 1, 2017).
INVESTIGATION METHODOLOGY & SITE PHYSICAL CHARACTERISTICS
Individual soil borings were evaluated, and soil color was determined with a Munsell Soil Color
Chart. Observations of the landscape (slope, drainage patterns, etc.) as well as soil properties
(depth, texture, structure, seasonal wetness, restrictive horizons, etc.) were recorded.
The project study area is primarily vegetated with a mixed deciduous forest with a few
previously cleared open areas located more towards Old Camden Road. Several natural drainage
features were noted at the time of our field survey and are noted in the attached Figure 1 as
"Unsuitable Landscape Features".
FINDINGS
A field survey was conducted on January 29, 2021 by Michael Wood, LSS, Larry Thompson,
LSS, and Ethan Wood, ES. Fifty-four soil borings were advanced with hand-held augers and
their locations noted in Figure 1.
Borings rated as Provisionally Suitable for Accepted Systems and Low-Profile Chambers are
denoted as green points. Surfaces, when present, exhibited a friable sandy clay loam texture to a
depth of 4 to 11 inches. Upper subsurface horizons exhibited firm clay textures with moderate,
medium, subangular block structure to depths of 22 to 31 inches. A range in long-term
acceptance rates (LTAR) of 0.2 to 0.3 gal./day/sq. ft. would typically be recommended for these
soils.
Borings rated as Provisionally Suitable for the installation of Subsurface Drip Dispersal Systems
are denoted as yellow points. Surfaces typically exhibited friable sandy loam to silt loam
textures with weak, medium, granular structure 4 to 11 inches in depth. Upper subsurface
horizons exhibited firm clay loam to clay textures with moderate, medium, subangular blocky
structure 14 to 22 inches in depth before encountering rock, expansive clay, or soil wetness
indicators. A range in long-term acceptance rates (LTAR) of 0.1 to 0.15 gal./day/sq. ft. would
typically be recommended for these soils.
Borings rated as Unsuitable for wastewater treatment and disposal cannot be considered for
subsurface septic systems. These borings are noted in the attached Figure as red points.
12400 Old Camden Road 1 February 2, 2021
Preliminary Soil and Site Evaluation

DISCUSSION
Soil units observed within the project study area have the potential to support the installation of
Accepted, Low-Profile Chamber, and Subsurface Drip Dispersal Systems. Required drainfield
sizes will be determined by the daily flow rate for the proposed businesses and the recommended
LTAR of the soil unit that is being considered for use. A special hydraulic assessment would be
required(state requirement) to determine the actual LTAR in areas where the soil depth has been
determined Provisionally Suitable for Subsurface Drip Dispersal Systems.
Lot 6 may benefit from a more detailed soils investigation utilizing pits in the front right corner
of the parcel, adjacent to Lot 7.
CONCLUSION
The findings presented herein represent TEC's professional opinion based on our Soil and Site
Evaluation and knowledge of the current laws and rules governing on-site wastewater systems in
North Carolina. Soils naturally change across a landscape and contain many inclusions. As
such, attempts to quantify them are not always precise and exact. Due to this inherent variability
of soils and the subjectivity when determining limiting factors, there is no guarantee that a
regulating authority will agree with the findings of this report.
12400 Old Camden Road 2 February 2, 2021
Preliminary Soil and Site Evaluation

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/\\1 , 4/1'11111 j11f,Effa�l`rl�/`/t17+ ItI \ \tlllll,lf,},11, , \ /!; //.:;X, /_;%/%/%'/:%`:'�:'%!f-.1'Ilrii`t+tl\i\\\\\\I\\,1i`,',, i Soil Boring Locations
�l (t11 y t 41 tt yl l \
1� tlll+!I /tll\\\1`1\ \11,,,\0,11t+1\0, ,1\{1<'1t1,1,\ , r //!/1!//ff,- F- - �!/! Hitt!.// ,// 11iifli t,l 1\ill, oil 1,'- ,
rf�if; iy1 yi `1�\\Ia\\ 1\+ 111`11f `114t ` i J !//IIJ//I/� ~-- .l�l �1fJ!!�/l�tlt♦ fl Efil,lltl�fi Irtl`r4{1
. ii# ;;, .1{. 4 \\\,yy11 1\1\y ` I yl , , 11, , i ,! `�--- // �ii1 r/ 1/ //,/- \ , 1 f 11'1 i 111 „ O Provisionally Suitable Soil Boring
14, •,,,t t hilt..\\1\1, , 11 11, l 114 1 f /r l 11,It 1 r .._./ !/f/J/ // I I f 1 I ! i ! I , 1
t t : e qq ,�., \11 1,t \ \ / t ill ) 1 t! 1/ \ ill 1 !! ! , \I I� !}1 t11 1 I I l l y,.
a_' ;.. i4.,-, ..�,�[\A_x�11 jxk1111,1 o \\ ilt} ,Il', . 1r i l fj lilt,. \\\_-� !�/ /,// l "II 11 lil \\ tll
• . . -1`tllr.tri1i1111d1111t , i \ll\11'\ \`•,• \\ r ... it111fti1,,!Nlji,1 :\\•:,•IJ�,J , :..r r~11t i ,1I L 1 \\ \ O Dri De th Soil Boring
.'!, f cS?;t`i r I 1 1 _ // 11 , „I ll\t 4\ 14 1 it \ . p p
� �"�.t� �1Ct1t1 i,ty111 t � yltl 1v v --�. t /J 111! t!1 r1 1r1 '\vv,- 1J11�l1/`\ kl V11111 i,y 1 ,v�vy,,
• 1-:1.1,�t1\ ,,, ;ltiv1 V1 \0\ 111 \\ \\ \ 1 / / 1 11lt1 !1/," - \_/! J%/G 1/ 11 \ i\ 1, \ \\
• S�-.014:k 1q`t II,. ,,'1i1,111111 t,` \ \ \ \\1 \\\,\_- 2! j1I i/�1J�1/11ii,/��,\\__,i1i i 1 1j f^� 1 11\111\11 \\�.\�\ \\�� • Unsuitable Soil Boring
'ti •� s c s •• • .1 'a..'F+17e ,alln..1,11';1 E / /J,1,1.II 't1r!! ,\ r/Jdl/.J Ir \ \, \t1. 11\\,\\.�\\ :`\\,,
Date:
Soil and Site Evaluation January 2021 Figure
Thompson
Environments Prepared For: Scale:
Consulting 12400 Old Camden Road
CESI Midland, NC 28107 0 125 250ft
TEC Job #:
Cabarrus County 21-29

Thompson Environmental Consulting,Inc. Sheet I oft I
PO Box 541 PROPERTY ID#: £S3140;023110000
Midland, NC 28107 COUNTY: C4 G qta i S
SOIL/SITE EVALUATION
for ON-SITE WASEWATER SYSTEM
OWNER: ErZaiiil YIM it a \2 L C_.ADDRESS: 0 $ T 1 r tcv zj�,.pL` a G1'9 DATE EVALUATED: 2 L(
PROPOSED FACILITY: PROPOSED DESIGN FLOW(.1949): PROPERTY SIZE: (pt,L_
LOCATION OF SITE: /2y0O D b C461 bCtu t20/0 i n)IM -PJ 67-- 407 PROPERTY RECORDED:
WATER SUPPLY: ❑Private Public ❑Well ❑Spring ❑Other
EVALUATION METHOD:Private_
Boring I Pit 0 Cut TYPE OF WASTEWATER: ,Sewage 2 Industrial Process 0 Mixed
P
o SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .1940
E LANDSCAPE HORIZON
POSITION/ DEPTH PROFILE
M SLOPE 6/6 (IN.) .1942
.1941 .1941 SOIL .1943 .1956 .1944 CLASS
STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR
TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ
"1— �3- 6-1 s;L :4/45,%/e0 i
,i-t 93i, / ( , / , t'S7.�Rtp
1 — ---
IC) 011242 0 ' I
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-
•
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l s S5: s Si i,/ c F,/s /7,-- P5
�� in — - �% , 25"
`
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946):
SITE CLASSIFICATION(.1948):
Available Space(.1945) ,,n '' I L
EVALUATED BY: I► I k)001) 6,45 C • l�l_ !^1,� (��
System Type(s) OTHER(S)PRESENT: F..._ w o v�,c 5 `���V ^/
Site LTAR
COMMENTS:
Updated February 2014

SOIL/SITE EVALUATION Sheet 'L of I(
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: Scj VO�U 2 3 Li Do b b
DATE OF EVALUATION: /-3 D -2'
COUNTY:('A(3, a12 U;
• • • •
P
R o SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .1940 I.
E LANDSCAPE HORIZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
a SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
SQ k/ CLr /6 ;r;
5 7� Al 1CL f. 1 _ ;
.1 - 6 Sk f ' ; L . FrAs've ,thtt.
r -' <Q , l C I , 144,4-i7 ), PS(/
!p
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•
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L A `F \-1
ill C ' / ( P`, ---4" o l
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` V
154- M-ApkI( if 1 /O , I41 , s
COMMENTS:
Updated Fcbruary 2014

SOIL/SITE EVALUATION Sheet 3 of l
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: MI O s O 23 4 D 000
DATE OF EVALUATION: J -;0 -21
COUNTY: WI R g_Q VS
• ■
P
R
0 SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
I .1940
E LANDSCAPE HORIZ .1942
POSITION/ .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
H SLOPE% ON STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
DEPTH TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ & LTAR
(IN.)
HE S8 'r; Cy I i/ /91y
1 14_�� M - 11 kJ
3 - ,Et,,l5C1 rr, V60%
N �,-1r S.R 4,1 / C [ 40/4_,,e �t,) , i,
15•+ nilif L I / If - t6 " i __
r
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COMMENTS: -- -
Updated February 2014

SOIL/SITE EVALUATION Sheet ±of I f
(Continuation Sheet-Complete all field in full)
PROPERTY ID#:5' 3 Li6}0 2 3(I60
_07)DATE OF EVALUATION: J-30'Z I
COUNTY: CA A A Qi< U`S
r • • r r
P
R 0 SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
I .1940
E LANDSCAPE .1942
HORIZ
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
# SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
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COMMENTS: -
Updated February 2014

SOIL/SITE EVALUATION Sheet of II
(Continuation Sheet-Complete all field in full)
PROPERTY ID#:55.qOlb 231/DODO
DATE OF EVALUATION: !• 10 —Li
COUNTY: CABARAILS
• is •
P
R
0 SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .1940
L
F LANDSCAPE HORIZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
# SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
l D -5 .58 ki JCL rfA r'FYr
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COMMENTS: _
Updated February 2014

SOIL/SITE EVALUATION Sheet of II
(Continuation Sheet-Complete al/field in full)
PROPERTY ID#: 55-3 yDi a23 y Mac)
DATE OF EVALUATION: I-30 -21
COUNTY: C/ICCAP e u5
• • • • s
P
R 0 SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .1940
1 LANDSCAPE .1942
E HORIZ
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
TEXTURE TURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
a- \ > i-. l r C L r. f 5r7/ P
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TT
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COMMENTS:
Updated February 2014

SOIL/SITE EVALUATION Sheet_l of I I
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: 55,3ti D}Q 7 314 U OD v
DATE OF EVALUATION: 1-30 —2 i __
COUNTY: Cke'VI v 5
. . •
P
R 0 SOIL MORPHOLOGY OTHER
r (.1941) PROFILE FACTORS
1 .1940
L
E LANDSCAPE HORIZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
a SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
C)- < i / C1-- FIT k° '14('
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4 - IC,+ (� -, j C, rRqi .. e..iyac\6l
A - 7, _ _ u
1 ks lcyol ___ --
.;_ vi
,
COMMENTS: _. __
Updated February 2014

SOIL/SITE EVALUATION Sheet $ of II
(Continuation Sheet-Complete all field in full)
PROPERTY ID#: Sc3401023IUo01I
DATE OF EVALUATION: 1-36-2
COUNTY: CagPkP U_;
• • • • •
P
R
0 SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .1940
I.
E LANDSCAPE HORIZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
# SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
L S 0- 5 ()* / L lrrA54440
1 . 5 ,I s C i /5i�k!r \
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•
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COMMENTS: _ --
Updated February 2014

SOIL/SITE EVALUATION Sheet t of 11
(Continuation Sheet-Complete all field in fill)
PROPERTY ID#:5$3L1 D707-31-I 0000
DATE OF EVALUATION: -E O -2 1
COUNTY: C_14g444VS
• • ► • •
P
R SOIL MORPHOLOGY OTHER
O
F (.1941) PROFILE FACTORS
1 .1940
1 LANDSCAPE .1942
F POSITION! ON HORIZ .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
n SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
(IN) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
S ,le"- G-> -$ i-,J c r; 1 /J ier
06 ��, lr I (. L tr k'/j>, _ 2L,
1
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l 42,
COMMENTS:
Updated February 2014

SOIL/SITE EVALUATION Sheet )0 of 11
(Continuation Sheet-Complete all field in full)
PROPERTY ID#:55310 302 3t1U Oa 0
DATE OF EVALUATION: 1-30-21
COUNTY: CA$RRRU.S
. . . . •
•
o SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
.1940
I.
LANDSCAPE .1942
E HORIZ
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
# SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS
TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR
T S 1). I rp+- B fir(-, L 1 i J ji.)g( c
1 DPP
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� _Y p�5 (
., .
NS -4 . b .I SC it /=S I p
li A <Ri / C R; ( i 4 143" -) c,_ '', 1- XA-SP fr-,/6/, i 1- I - ,,()&,e - 3 + _ __ D .3
/
0 -5 5 8\h I (f L fir lS4(),i!
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COMMENTS:
liptiated February 2014

SOIL/SITE EVALUATION Sheer i I of I
IConnnuanon Sheet-Complete all field in full)
PROPERTY ID#: 55-3 10 2.;q 0000
DATE OF EVALUATION: L 3 n - Z I
COUNTY: CADA Q i_l/5
• s s • •
P
SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .1940
E LANDSCAPE HOWZ .1942
POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE
t# SLOPE% STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RE.STR CLASS
DEPTH TEXTURE MINERALOGY COLOR
RN) pFpl y CLASS HORIl, &LTAR
L, 0-54 _ F-4',,,ioo- if i9ci,e442
5:1
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a / 2.
L) — 3 5E I1 SCL lr I�6 e f
)—).1 611) I C \Jr; / //a4-tor (2,...S.
, i , �1 5[3k)/ 6 r / P�4f-,sr �^ ��
fl •qf M / (' r; / //Xx
/ J—I 64614 / G c r' /3/07
t, ) i 5-).v 5�1r/( �"�s/gf 4 -r 6-/ /#a/IV' _ _ pk(v
0
o - 1 sek /� /9 I-k *&rP
L I I J fJti I l i-1- I $ 4P
5 �I ( 14-71 t` '� I ^9 Fit__ S`a� /Clf II1 2 1
2) ••,- ivi I 6_9 rli/544,e
0 - it e J)r( Ft %nos-ki`A r'7
t
b ' 1
COMMENDS
Updated February 2014

LEGEND
use the following standard abbreviations
SOIL CONVENTIONAL LPP MINERALOGY/
LANDSCAPE POSITION GROUP TEXTURE .1955 LIAR* .1957 LTAR* CONSISTENCE STRUCTURE
CC(Concave Slope) I S(Sand) I -0,8 0.6-0.4 SEXP(Slightly Expansive) G(Single Grain)
CV(Convex Slope) LS(Loamy Sand) EXP(Expansive) M(Massive)
D(Drainage Way) CR(Crumb)
DS(Debris Slump) II SL(Sandy Loam) 0.8-0.6 0.4-0.3 GR(Granular)
FP(Flood Plain) L(Loam) SBK(Subangular Blocky)
FS(Foot Slope) ABK(Angular Blocky)
H(Head Slope) III Si(Silt) 0.6-0.3 0.3-0.15 PL(Platy)
L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic)
N(Nose Slope) CL(Clay Loam)
R(Ridge) SCL(Sandy Clay Loam) MOIST WET
S(Shoulder Slope) SiL(Silt Loam)
T(Terrace)
VFR(Very Friable) NS(Non-sticky)
IV SC(Sandy Clay) 0.4-0.1 0.2-0.05 FR(Friable) SS(Slightly Sticky)
SiC(Silty Clay) Fl(Finn) S(Sticky)
C(Clay) VFI(Very Firm v.Very Sticky) VS(Very Sticky)
0(Organic) None None EFI(Extremely Firm) NP(Non-plastic)
SP(Slightly Plastic)
*Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. P(Plastic)
NOTES VP(Very Plastic)
HORIZON DEPTH In inches below natural soil surface
DEPTH OF FILL In inches from land surface
RESTRICTIVE HORIZON Thickness and depth from land surface
SAPROLITE S(suitable)or U(unsuitable)
SOIL WETNESS Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less-record Munsell color chip designation
CLASSIFICATION S(Suitable),PS(Provisionally Suitable),or U(Unsuitable)
Evaluation of saprolite shall be by pits.
Long-term Acceptance Rate(LTAR):gal/day/ft2
Show profile locations and other site features(dimensions,reference or benchmark,and North).
1
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Updated Pebroar\ 2014