SW3190506_Report_(Soils)_20190701

SOIL AND SITE EVALUATION
501 NC 24-27
Midland, North Carolina 28107
Prepared For:
Vincent J. DiProspero Jr.
Vice President
Sealand Contractors Corporation
1708 N. Caldwell Street
Charlotte, NC 28206
Prepared By:
Thompson 1
Environmental
Consulting
41"-
Thompson Environmental Consulting, Inc.
PO Box 541
Midland, NC 28107
June 22, 2019
0 SOIL sir

INTRODUCTION & SITE DESCRIPTION
This Soil and Site Evaluation was performed on a portion of a 24.43-acre tract located at 501 NC 24-
27, Midland, North Carolina (Cabarrus County Tax Parcel: 55248739280000).
Thompson Environmental Consulting, Inc. (TEC) was retained to determine areas that are suitable
for placement of an onsite subsurface wastewater septic system for a commercial application. The
property was evaluated in accordance with North Carolina statutes for waste disposal ("Laws and
Rules for Sewage Treatment and Disposal Systems", amended December 2018).
INVESTIGATION METHODOLOGY & SITE PHYSICAL CHARACTERISTICS
Individual borings were advanced with a hand-held auger, 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.
A portion of the project study area is currently being graded and erosion control measures have been
installed. A single jurisdictional stream flows from northwest to southeast through the parcel. The
undisturbed areas are vegetated with mixed deciduous forest.
FINDINGS
A field survey was conducted on June 11, 2019 by Larry Thompson, LSS. Eleven soil borings were
evaluated, and their locations noted on the attached map.
All borings, except for Borings 1 and 2, were rated as Provisionally Suitable for Subsurface Drip
Dispersal. Surfaces typically exhibited a friable sandy clay loam texture with moderate, medium,
subangular blocky structure 7 to 10 inches in depth. Upper subsurface horizons exhibited firm clay
textures with moderate, medium, subangular blocky structure ranging in depth from 15 to 22 inches
before encountering expansive clay mineralogy. A long-term acceptance rates (LTAR) for these
soils would typically range from 0.08 to 0.1 gal/day/sgft.
To confirm the presence of unsuitable clay mineralogy, TEC collected a representative soil sample
for Apparent Cation Exchange Capacity (ACEC) testing, the results of which are attached to this
report. The ACEC was calculated to be 22.18 (cmol/kg), which is higher than the 16.3 (cmol/kg)
limit for expansive clay mineralogy.
DISCUSSION
Based upon TEC's soil and site evaluation, the area comprising Soil Borings 3-11 have the potential
to support the installation of a pre-treated drip dispersal system. Approximately 13,000 to 16,000
square feet of suitable soil would typically need to be allocated and completely available for a
subsurface drip dispersal system serving a business with 25-employees (625 gallons per day water
usage).
Additional soil work (special hydraulic assessment) would be required to substantiate the site LTAR
and referenced square footage requirements. In addition to a special hydraulic assessment, the
county will require a site -specific drip dispersal design to be completed and submitted for review
501 NC 24-27 1 June 22, 2019
Soil and Site Evaluation

prior to a septic permit being issued. TEC would be pleased to provide a written cost proposal to
perform part, or all, of the required testing and design work to obtain a septic permit for this property.
CONCLUSION
The findings presented herein represent TEC's professional opinion based on this 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. This report does not guarantee or represent approval or issuance of an
Improvement Permit, which can only be authorized by the Cabarrus Health Alliance.
501 NC 24-27 2 June 22, 2019
Soil and Site Evaluation

TP11111"
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Date:
Soil and Site Evaluation
June 2019
Figure
Thompson
Prepared For:
Scale:
0 150 300 ft
Environment*
Consulting
Sealand
501 NC 24-27
Contractors
Midland NC 28107
EC Job #:
Cabarus County, North Carolina
19-101

Thompson Environmental Consulting, Inc.
PO Box 541
Midland, NC 28107
SOIL/SITE EVALUATION
n for ON -SITE WASTEWATER SYSTEM
OWNER: ( 2.`e
ADDRESS:
PROPOSED FACILITY: PROPOSED DESIGN FLOW (.1949):
LOCATION OF SITE: l Al �?
WATER SUPPLY: ❑ Private ❑ Public ❑ Well ❑ Spring ❑ Other
EVALUATION METHOD: [Auger Boring ❑ Pit ❑ Cut TYPE OF WASTEWATER:
Sheet f of J
PROPERTY ID #: -2 z e-i8 /,3 ?9 's�,_ Qew t)
COUNTY:��,-Y,,
DATE EVALUATED: j
PROPERTY SIZE: d
PROPERTY RECORDED:
Sewage ❑ Industrial Process ❑ Mixed
P
p
F
1
L
E
#
.1.940
LANDSCAPE
POSITION/
SLOPE %
HORIZON
DEPTH
(IN.)
SOIL MORPHOLOGY
(.1941)
OTHER
PROFILE FACTORS
PROFILE
CLASS
& LIAR
.1941
STRUCTURE/
TEXTURE
1941
CONSISTENCE/
MINERALOGY
.1942
SOIL
WETNESS/
COLOR
.1943
SOIL
DEPTH
.1956
SAPRO
CLASS
.1944
RESTR
HORIZ
V4
x/9
�n
>
� � r
DESCRIPTION
INITIAL SYSTEM
REPAIRSYSTEM
OTHER FACTORS (.1946):� $Q
S,
SITE CLASSIFICATION (.1948):
Available Space
{
(.1945)
EVALUATED BY:
System Type(s)
�/ , �p
�! ;
ID
OTHER(S) PRESENT: t
Site LTAR
COMMENl'S
Updated February c 6eC-74�

SOIL/SITE EVALUATION
(Continuation Sheet -Complete all field in full)
PROPERTY ID #:
DATE OF EVALUATION:
COUNTY
Sheet 1) ofa—
5�2 �8?.3UE-
..�e.
P
o
P
1
E
#
.1940
LANDSCAPE
POSITION/
SLOPE %
ONRIZ
DEPTH
(IN)
SOIL MORPHOLOGY
(.1941)
OTHER
PROFILE FACTORS
PROFILE
CLASS
& LTAR
.1941
STRUCTURE/
TEXTURE
.1941
CONSISTENCE/
MINERALOGY
.1942
SOIL
WETNESS/
COLOR
,1943
SOIL
DEPTH
.1956
SAPRO
CLASS
.1944
RESTR
HORIZ
5/1
/ n
561
/
LIS
154
LS
n
rt
0-6
�'9k C
s/ eN,
V V1Vi1V1b1N 1
Updated February 2014

SOIL/SITE EVALUATION Sheet 3 of
(Continuation Sheet -Complete all field in full)
PROPERTY ID #:
DATE OF EVALUATION: I/ -
COUNTY:t
P
o
F
1
L
E
#
.1940
LANDSCAPE
POSITION/
SLOPE %
HORIZ
ON
DEPTH
(IN.)
SOIL MORPHOLOGY
(.1941)
OTHER
PROFILE � ACTORS
PROFILE
CLASS
& LTAR
.1941
STRUCTURE/
TEXTURE
.1941
CONSISTENCE/
MINERALOGY
.1942
SOIL
WETNESS/
COLOR
.1943
SOIL
DEPTH
.1956
SAPRO
CLASS
.1944
RESTR
HORIZ
C
�? X
A-,, ! -.
t r
//
...
/6:
-
C J
15;1
UUMMEN 1 S:
Updated February 2014

LEGEND
use the -following standard abbreviations
SOIL CONVENTIONAL LPP MINERALOGY/
LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUCTURE
CC (Concave Slope) I
S (Sand)
1.2 - 0.8
0.6 - 0.4
SEXP (Slightly E ansive)
CV (Convex Slope)
LS (Loamy Sand)
EXP (Expansive) ,/�
D (Drainage Way)
DS (Debris Slump) II
SL (Sandy Loam)
0.8 - 0.6
0.4 - 0.3
FP (Flood Plain)
L (Loam)
FS (Foot Slope)
H (Head Slope) III
Si (Silt)
0.6 - 0.3
0.3 - 0.15
L (Linear Slope)
SiCL (Silty Clay Loam)
N (Nose Slope)
CL (Clay Loam)
R (Ridge)
SCL (Sandy Clay Loam)
MOIST
S (Shoulder Slope)
Sil, (Silt Loam)
T (Terrace)
VFR (Very Friable)
IV
SC (Sandy Clay)
0.4 - 0.1
0.2 - 0.05
FR (Friable)
Sic (Silty Clay)
FI (Fir,)
C (Clay)
VFI (Very Firm v. Very Sticky)
O (Organic)
None
None
EFI (Extremely Firm)
*Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position, wastewater flow and quality
G (Single Grain)
M (Massive)
CR (Crumb)
GR (Granular)
SBK (Subangular Blocky)
ABK (Angular Blocky)
PL (Platy)
PR (Prismatic)
WET
NS (Non -sticky)
SS (Slightly Sticky)
S (Sticky)
VS (Very Sticky)
NP (Non -plastic)
SP (Slightly Plastic)
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 urofile locations and other site features (dimensions- referenre or hrnrhmark_ and North)
3 , t
I
a(tl
3[ i
E
33p
i
t
a .
E
3P
o
2
i
l
j
ii
-
Updated February 2014

Apparent Cation Exchange Capacity to Determine Clay Mineralogy
"Apparent Cation Exchange Capacity" (ACEC) means the sum of exchangeable bases plus total
soil acidity at a pH of 7.0. ACEC is expressed in milliequivalents per 100 grams of soil
(meq/100g of soil) or centimoles per kilogram of soil (cmols/kg of soil). The apparent soil ACEC
is calculated by determining the ACEC using the neutral normal ammonium acetate method, pH
of 7.0 neutral normal, and then dividing by the percent clay as determined by particle size
distribution (pipette method) and then multiplying by 100, as described in USDA-NRCS Soil
Survey Laboratory Information Manual, Soil Survey Investigations Report No. 45 and Kellogg
Soil Survey Laboratory Methods Manual, Soil Survey Investigation Report No. 42.
Laboratory testing of ACEC may be substituted for field testing to determine clay 5 mineralogy.
The laboratory testing shall be conducted in accordance with Kellogg Soil 6
Survey Laboratory Methods Manual, Soil Survey Investigation Report No. 42, page 229, 7
or EPA Method 9080. Table VII shall be used to determine the clay mineralogy suitability 8
when laboratory testing is used. When using laboratory testing to determine clay 9
mineralogy, the clay content of the soil must be greater than 35 percent and the organic 10
matter component must be less than 0.5 percent.
ACEC (cmol/kg) Mineralogy Classification
< 16.3 Slightly expansive suitable
> 16.3 Expansive unsuitable

Waypoint
ANALYTICAL
SOIL SAMPLE INFORMATION SHEET
7621 Whitepine Road
Richmond, VA 23237
[phone] • Fax [phone]
www.waypointanalytical.com
CUSTOMER INFORMATION GROWER INFORMATION
Thompson Environmental Consulting, Inc.
Sealand Contractors
PO Box 541
501 NC 24-27, Midland, NC 28107
Midland, NC 28107
Send Report to e-mail address
[e-mail]
Account #
Grower ID
Farm ID
Field ID
2
z
Please check samples in column provided if Herbicide or Nematode analysis requested. If Herbicide, please indicate name of Herbicide in Add'I Info box below.
m
Lab Number
Sample ID
S2M -Specify Add'I Tests
Soluble
Additional
Intended
Intended
Alternate
Alternate
Previous
2,
g
B Cu Fe Mn Na S Zn
(Lab Use Only)
(6 chars. max)
S1M
S3M
Salts
Texture
NO3-N
Tests
Crop Code
Crop Yield
Crop Code
Crop Yield
Crop
ma
n
Sealand
X
CEC
S1 M - Organic Matter, Phosphorous, Potassium, Calcium, Magnesium, pH, Buffer pH
S2M - S1M plus any two of the following: Sodium, Sulfate -Sulfur, Boron, Zinc, Manganese, Iron, Copper. Each additional test (above two) cost $2.00.
S3M - S1M plus all of the following: Sodium, Sulfate -Sulfur, Boron, Zinc, Manganese, Iron, Copper.
CROP CODES TO BE USED IF FERTILIZER RECOMMENDATIONS ARE REQUESTED
If the crop for which you would like recommendations is not listed, write the crop name in the crop code boxes.
FIELD CROPS
FORAGE CROPS
1. Barley
101. Alfalfa Hay 161. Coastal Bermuda Hay
5. Canola
103. Alfalfa/Cool Season Grass Hay 162. Coastal Bermuda Pasture
TURFGRASS
10. Corn
106. Alfalfa/Warm Season Grass Hay 172. Cool Season Grass Pasture
512. Bahiagrass Lawn
11. Corn/Soybeans Rotation
116. Bahiagrass Hay 173. Cool Season Grass Hay
513. Bahiagrass Sod Production
12. Corn - No Till
117. Bahiagrass Pasture 181. Fescue Hay
517. Bentgrass Green
13. Corn Silage
121. Common Bermuda Hay 182. Fescue Pasture
521. Bermudagrass Athletic Field
20. Cotton
122. Common Bermuda Pasture 183. Fescue/Legume Hay
522. Bermudagrass Fairway
21. Cotton - No Till
123. Common Bermuda/Legume Hay 184. Fescue/Legume Pasture
523. Bermudagrass Green
25. Grain Sorghum
124. Common Bermuda/Legume Pasture 237. R e rass
524. Bermudagrass Lawn
INDICATE TYPE OF GRASS AND/OR LEGUME
30. Oats
525. Bermudagrass Sod Production
32. Peanuts
526. Bermudagrass Tee
34. Popcorn
297. OTHER HAY
533. Bluegrass Lawn
35. Rapeseed
.....................................................................................................................................................................................
534. Bluegrass Sod Production
36. Rice
298. OTHER PASTURE
546. Centipede Lawn
39. Rye
.....................................................................................................................................................................................
547. Centipede Sod Production
45. Soybeans
299. CRP
561. Fescue Athletic Field
46. Soybeans - No Till
563. Fescue Lawn
VEGETABLE CROPS
FRUIT & NUT CROPS
51. Sugarcane - Plant
307. Beans - Lima 381. Spinach
400. Apples
564. Fescue Sod Production
52. Sugarcane - Stubble
309. Beans - Snap 382. Squash
410. Blueberries
576. St. Augustine Lawn
62. Tobacco - Burley
320. Cabbage 383. Sweet Corn
420. Citrus
577. St. Augustine Sod Production
63. Tobacco - Dark
322. Cantaloupe 384. Sweet Potato(ton)
430. Grapes
583. Zoysiagrass Lawn
64. Tobacco - Flue Cured
330. Cucumbers 391. Sweet Potato(bu)
470. Peaches
584. Zoysiagrass Sod Production
75. Wheat
340. Garden 385. Tomatoes
475. Pecans
78. Wheat Silage/Corn Silage
369. Peppers 398. Watermelons
490. Strawberries
92. Wheat/Beans Double Crop
Additional Tests or Other Information
Requesting apparent cation exchange capacity testing at pH of 7.0
Submittal of information sheet to Waypoint Analytical, Inc. is acceptance of our terms and conditions. All prices are subject to change without notice.
Additional fees may be charged to client if sample requires additional preparation procedures.

Page 1 of 1
Report Number: 19-168-0599
Account Number: 46925
Send To: Thompson Env Consulting Inc
Larry Thompson LSS
114 Orchard Ridge Road
Locust NC 28097
•
Waypoint.
ANALYTICAL
"Every acre... Every year. "_
SOIL ANALYSIS REPORT
Date Received: 06/17/2019 Date Of Analysis: 06/18/2019 Date Of Report.: 06/21/2019
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com
Grower: Sealand Contractors
Analytical Method(s):
NC = North Carolina Fertility Index Value
OM
W/V
ENR
Phosphorus
Potassium
Magnesium
Calcium
Sodium
pH
Acidity
C.E.0
Sample ID
Lab
Field ID
Number
o �o
Soil
Ibs/A
K
Mg
Ca
Na
Soil
Buffer
H
Rate
Class
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
pH
Index
meq/100g
meq/100g
Sealand
19639
Percent Base Saturation
Nitrate
Sulfur
Zinc
Manganese
Iron
Copper
Boron
Soluble Salts
Cation Exg
SampleID
ac Ca it
p y
Field ID
K
Mg
Ca
Na
H
NON
S
Zn
Mn
Fe
Cu
B
SS
%
%
%
%
%
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ppm Rate
ms/cm Rate
meq/100g
Sealand
13.0
Values on this report represent the plant available nutrients in the Explanation of symbols: % (percent), ppm (parts per million), Ibs/A This report applies to sample(s) tested. Samples are retained a
soil. Rating after each value: VL (Very Low), L (Low), M (Medium), (pounds per acre), ms/cm (milli -mhos per centimeter), meq/100g maximum of thirty days after testing. by:
H (High), VH (Very High). ENR - Estimated Nitrogen Release. (milli -equivalent per 100 grams). Conversions: ppm x 2 = Ibs/A, Soluble Analysis prepared by: Waypoint Analytical Virginia, Inc.
C.E.C. - Cation Exchange Capacity. Salts ms/cm x 640 = ppm.
Pauric McGroary

Waypointo
ANALYTICAL
Client :
Thompson Env Consulting Inc
114 Orchard Ridge Road
Locust , NIC 28097
7621 Whitepine Road, Richmond, VA 23237
Main 804-743-9401 ° Fax [phone]
www.waypointanalytical.com TEXTURE ANALYSIS
Grower : Report No : 19-168-0599
Sealand Contractors Cust No : 46925
Date Printed : 06/21/2019
Page : 1 of 1
Farm :
Lab Field ID Sample Percent
No Identification Sand
19639 Sealand 20.6
Percent
Silt
20.7
I Date Received : 06/17/2019
Percent Textural
Clay Classification
58.6 Clay
Analysis prepared by: Waypoint Analytical Virginia, Inc.