SW3231103_Soils/Geotechnical Report_20240717

SUMMIT
ENGINEERING • LABORATORY • TESTING
A UESr.r COMPANY
SUMMARY OF GEOTECHNICAL SERVICES
(TEST PIT OBSERVATIONS)
HERITAGE AT MARVIN
NEW TOWN ROAD
MARVIN, NORTH CAROLINA
SUMMIT PROJECT NO. 8333.G0004
Prepared For:
Mr. Scott Stearns
JCH OP, LLC
283 Cranes Roost Boulevard, Suite 250
Alamonte Springs, FL 32701
Email: [e-mail]
Prepared By:
SUMMIT Engineering, Laboratory &Testing, Inc.
10121 Pineville Distribution Street
Pineville, North Carolina 28134
October 25, 2023
10121 Pineville Distribution St., Pineville, NC 28134 summit-companies.com

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
October 25, 2023
Mr. Stearns
JCP OP, LLC
283 Cranes Roost Boulevard, Suite 250
Ala monte Springs, FL 32701
Email: [e-mail]
Subject: Summary of Geotechnical Services
(Test Pit Observations)
Heritage at Marvin
New Town Road
Marvin, North Carolina
SUMMIT Project No. 8333.G0004
Dear Mr. Stearns:
As requested, SUMMIT Engineering, Laboratory and Testing, INC. (SUMMIT) has provided
geotechnical services that included the observations of test pits performed at the site located off
New Town Road in Marvin, North Carolina. These geotechnical services were performed in
general accordance with our conversations, email correspondences and proposal. This report
contains a brief description of the project information provided to us,general site and subsurface
conditions revealed during our test pit excavation and our general recommendations regarding
foundation design and construction.
SUMMIT appreciates the opportunity to be of service to you on this project. If you have any
questions concerning the information presented herein or if we can be of further assistance,
please feel free to call us at [phone].
Sincerely yours,
SUMMIT ENGINEERING, LABORATORY AND TESTING, INC. (SUMMIT)
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Brian Cantrell, P.E.
Geotechnical Department Manager

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
LIST OF APPENDICES
1. Figures— Figure 1: Site Vicinity Map
Figure 2A: Test Location Plan
Figure 2B: Test Location Plan Aerial
2. Summary of Test Pit Observation Sheets
3. Test Pit Photographic Logs

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
SITE AND PROJECT DESCRIPTION
The subject site is located off New Town Road in Marvin, North Carolina. A vicinity map showing
the project's general location is provided as Figure 1. The subject property is approximately 46.5
acres and is comprised of Union County Tax Parcel ID Numbers 06240005 and 06225022. At the
time of our field exploration the subject site was undeveloped woodlands. The test pit locations
were selected by the Client. The test pit excavator and operator were provided by the Client.
Access to the testing locatios required clearing of trees and was performed by the
excavator/operator in conjunction with the test pit excavation. The SUMMIT field professional
assisted with the layout of the test pits and clearing trails.
PURPOSE OF STUDY
The purpose of this test pit exploration was to obtain geotechnical information regarding the
subsurface conditions. This report contains the following items:
• General subsurface conditions observed at each test pit location,
• Test Pit log(s) and approximate Test Pit Location Plans.
1

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
EXPLORATION PROCEDURES
On October 16th through October 18th of 2023, SUMMIT visited the site to observe the excavation
of ten (10) test pits (identified as TP-1 to TP-10), and two (2) off-set test pits (identified as TP-1A
and TP-2A) due to the shallow rock refusal encountered at those two borings. The testing
locations were performed at the approximate areas shown on Figure 2—"Test Pit Location Plan"
provided in Appendix 1. The testing areas were located by professionals from our office the site
plan provided by the Client, site observations, hand-held GPS, and aerial maps as reference. The
testing locations were not surveyed by SUMMIT and should be considered approximate.
The test pits were excavated using a CAT 315L tracthoe. The test pits were excavated to
approximate depths ranging from 3 to 20 feet below the existing ground surface. The test pits
were backfilled with the excavated materials. The soils encountered from the test pits were
collected and bagged and returned to our laboratory for examination and classification by a
qualified geotechnical professional.
SUBSURFACE CONDITIONS
Generalized Subsurface Stratigraphy
General subsurface conditions encountered during our test pit exploration are described herein.
For more detailed soil descriptions and stratifications at a particular test pit location, the
respective "Summary of Test Pit Observation Sheet" provided in Appendices 2 should be
reviewed. Transitions between different strata in the field may be gradual in both the horizontal
and vertical directions.
Test Pit Observations
Surface Materials/Topsoil
Surface material (topsoil soils) was encountered at the existing ground surface of each of the
testing locations for the exploration. The surface material thicknesses ranged from
approximately 6 to 8 inches. The thickness of surface materials at the site should be expected to
2

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
vary, and measurements necessary for detailed quantity estimation were not performed for this
report.
Residual Soils
Residual (undisturbed) soils were encountered below the surface material in all of the testing
locations. The residual soils generally consisted of sandy silts (ML), silty sands (SM), and poorly
graded sands (SP).
Water Level Measurements
Groundwater was NOT bserved within any of the test pits for this exploration. Even though
groundwater was NOT observed at the time of excavation,the soils observed in some of the test
pits appeared to have moist soil conditions. Soil moisture conditions may indicate the presence
of groundwater. The moisture conditions encountered are noted in the test pit logs.
It should also be noted that groundwater levels tend to fluctuate with seasonal and climatic
variations, as well as with some types of construction operations. Therefore, water may be
encountered during construction at depths not indicated in the test pits performed for this
exploration.
Difficult Excavation and/or Track Hoe Refusal
Difficult Excavation was encountered in five (5) of the test pits performed for this exploration.
Difficult excavation is defined as soil-like material exhibiting difficult excavation for the track hoe
used. The difficult excavation depths ranged from 2 to 7 feet bgs.
Track hoe refusal conditions were encountered in four (4) of the test pits performed for this
exploration with. Track hoe refusal is defined as material that could not be penetrated by the
trackhoe equipment used during our field exploration. Materials that might result in refusal
include partially weathered rock, large boulders, rock ledges, lenses, seams or the top of parent
bedrock. Track hoe refusal depths ranged from 3 to 15 feet bgs.
3

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
Summary Table of Difficult Excavation and Excavator Refusal
Track Hoe/Hand Total Excavation
Difficult Excavation Auger Refusal Depth (feet)'
Test Pit No.
Approx. Depth, (feet)' Approx. Depth,
(feet)'
TP-1 3 6 6
TP-1A 7 15 15
TP-2 2 3 3
TP-2A NE NE 15
TP-3 NE NE 15
TP-4 NE 14.3 14.3
HA-5 4 NE 15
TP-6 6 NE 16
TP-7 NE NE 15
TP-8 NE NE 15
TP-9 NE NE 20
HA-10 NE NE 16
'Depth as measured from the existing ground surface
NE— Not Encountered
Based on the results of our test pit observations and dependent on final grades, it appears that
the majority of general excavation for footings and utilities will be possible with conventional
excavating techniques. We anticipate that the residual soils can be excavated using pans,
scrapers, backhoes, and front end loaders. Depending on the location, excavations deeper than
approximately 3 to 14.3 in the general area of test pits TP1 through TP-4 feet may require
specialized equipment and procedures.
The actual rippability of these in-place materials is however, dependent on many factors such as
4

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
the operator's skill level, equipment, and the techniques used during excavation, degree of
weathering within the formation, rock hardness, rock structure (i.e., foliations or bedding),
jointing and fracture spacing and necessary size or width of excavation. Rippability of weathered
rock is typically more difficult in confined excavations.
The table below may be used as a quick reference for rippability of in-place materials.
Summary of Rippability Based on SPT N-Values
N-Values as Shown Description of N-Values Anticipated Rippability
on Boring Logs
These materials may generally be excavated
60>N-Value N-values less than 60 bpf with heavy-duty equipment such as a
Caterpillar D-8 with a single-shank ripper
N-values more than 60 bpf, These materials are considered marginally
60<N-Value<50/3" but less than 50 blows per 3 excavatable, even with heavy-duty
inches of penetration equipment.
N-values more than 50 blows Blasting and/or removal with impact
50/3„< N-Value per 3 inches of penetration hammers is typically required to excavate
these materials.
*This table is for general information only.Actual rippability is dependent upon many other factors as stated a bove.
Care should be exercised during excavations for footings on rock to reduce disturbance to the
foundation elevation. The bottom of each footing should be approximately level. When blasting
is utilized for foundation excavation in rock, charges should be held above design grades. Actual
grades for setting charges should be selected by the contractor and he should be responsible for
any damage caused by the blasting. All loose rock should be carefully cleaned from the bottom
of the excavation prior to pouring concrete. Footing excavations in which the rock subgrade has
been loosened due to blasting should be deepened to an acceptable bearing elevation.
In our professional opinion, a clear and appropriate definition of rock should be included in the
project specifications to reduce the potential for misunderstandings. A sample definition of rock
for excavation specifications is provided below:
Rock is defined as any material that cannot be dislodged during mass grading by a Caterpillar
D-8 tractor, or equivalent, equipped with a hydraulically operated power ripper without the
use of drilling and blasting. For rock removal in confined excavations (e.g., utility excavations)
marginally excavatable materials (softer PWR 50/3"-50/6") may be accomplished using a
5

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
large trackhoe Caterpillar 325, or equivalent with rock teeth without the use of drilling and
blasting. However harder materials (PWR 50/0"-50/3")in confined excavations will not likely
be possible with conventional equipment and typically requires blasting. Boulders or masses
of rock exceeding % cubic yard in volume shall also be considered rock excavation. This
classification does not include materials such as loose rock, concrete, or other materials that
can be removed by means other than drilling and blasting, but which for any reason, such as
economic reasons, the Contractor chooses to remove by drilling and blasting.
CONCLUSION
Based on our findings and previous experience, we anticipate that the residual soils encountered
in the majority of the test pits can be generally excavated using pans,scrapers, bulldozers, and/or
track hoes. Additionally, we anticipate that the general excavation for footings and utilities will
be generally possible with conventional excavating techniques.
The residual soils encountered in the test pits performed in this exploration, in our opinion, are
suitable for use as structural fill for typical residential construction. The soils to be used as
structural fill, placed within structural areas, should be free of organics, roots or other deleterious
materials.
After stripping and rough excavation grading, we recommend that areas to provide support for
foundations, slabs, pavements or structural fill be carefully inspected for soft surficial soils and
proofrolled with loaded dump truck or similar pneumatic tired vehicle (minimum loaded weight
of 20 tons). Any areas which pump, rut or deflect excessively should be undercut to firmer soils
prior to fill placement. We anticipate that some undercutting of the near-surface soils may be
required along the low-lying drainage features during site development. The extent of the
undercut required will likely be dependent on the time of year and type of construction
operation. The use of bridge lifts or geotextiles through the direction of a geotechnical engineer
can be utilized in some situations to minimize undercutting.
6

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
QUALIFICATIONS OF REPORT
This test pit exploration has been provided for the sole use of JCP OP, LLC. This test pit
exploration should not be relied upon by other parties without the express written consent of
SUMMIT and JCP OP, LLC.
The results submitted in this report were based, in part, on data obtained from the test pits. If
the above-described project conditions are incorrect or changed after the issuing of this report,
or subsurface conditions encountered during construction are different from those reported,
SUMMIT should be notified and should be re-evaluated based on the changed conditions to make
appropriate revisions. We have prepared this report according to generally accepted
geotechnical engineering practices. No warranty, express or implied, is made as to the
professional advice included in this report.

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
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SUMMIT
ENGINEERING • LABORATORY • TESTING
A U E S ., COMPANY
APPENDIX 1
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Test Pit Location Plan Marvini, North Carolina
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Aerial 10121 Pineville Distribution St
SUMMIT Project No.: 8333.G0004 Pineville, Carolina1712s134
[phone]

Summary of Test Pit Observations SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 25, 2023
//AMM
SUMMIT
ENGINEERING • LABORATORY • TESTING
A U E S TM COMPANY
APPENDIX 2
SUMMARY OF TEST PIT
OBSERVATION SHEETS

SUMMARY OF TEST PIT OBSERVATION SHEET
HERITAGE AT MARVIN
SUMMIT PROJECT NO. 8333.G0004
Test Pit Depth Soil Description
Number (feet)*
TP-1 0—0.33 Approximately 6"of Topsoil
10-18-23
0.6"—2.0 RESIDUUM: Brown Orange Sandy SILT
2—6 Orange Yellow White sandy SILT with Rock Fragments
Difficult Excavation Encountered at 3 feet bgs
No Groundwater Encountered in Test Pit
Test Pit Refusal Depth—6 Feet bgs
TP-1 A 0—6" Approximately 6"of Topsoil
10-18-23 6"—6 RESIDUUM: Brown Orange sandy SILT
6—7 Orange Yellow White sandy SILT
7- 15 Orange White SILT Rock Fragments
Difficult Excavation Encountered at 7 feet bgs
No Groundwater Encountered in Test Pit
Test Pit Refusal Depth— 15 Feet bgs
TP-2 0—8" Approximately 8"of Topsoil
10-18-23 8"—3 RESIDUUM:Yellow White sandy SILT
Difficult Excavation Encountered at 2 feet bgs
No Groundwater Encountered in Test Pit
Test Pit Refusal Depth—3 Feet bgs
*Referenced from existing ground elevation Note: Test Pits Performed with a CAT 315 L

SUMMARY OF TEST PIT OBSERVATION SHEET
HERITAGE AT MARVIN
SUMMIT PROJECT NO. 8333.G0004
Test Pit Depth Soil Description
Number (feet)*
TP-2A 0—8" Approximately 8"of Topsoil
10-18-23
8"—3 RESIDUUM: Gray White sandy SILT
12— 15 Moist Gray Sandy SILT with Rock Fragments
Difficult Excavation Not Encountered
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth— 15 Feet bgs
TP-3 0—7" Approximately 7"of Topsoil
10-16-23
7"—4 RESIDUUM: White Yellow with Manganese Stains sandy SILT
4— 15 White Yellow Brown sandy SILT
Difficult Excavation Not Encountered
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth— 15 Feet bgs
TP-4 0—8" Approximately 8"of Topsoil
10-17-24
8"—14.3 RESIDUUM: Gray White sandy SILT
No Groundwater Encountered in Test Pit
Test Pit Refusal Depth— 14.3 feet bgs
*Referenced from existing ground elevation Note: Test Pits Performed with a CAT 315 L

SUMMARY OF TEST PIT OBSERVATION SHEET
HERITAGE AT MARVIN
SUMMIT PROJECT NO. 8333.G0004
Test Pit Depth Soil Description
Number (feet)*
TP-5 0—6" Approximately 6"of Topsoil
10-16-23
6"- 1.5 RESIDUUM: White SAND
1.5—9 Gray Yellow sandy SILT
9— 15 Green White silty SAND
Difficult Excavation Encountered at 4 Feet bgs
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth— 15 Feet bgs
TP-6 0—8" Approximately 8"of Topsoil
10-18-23
8"—8 RESIDUUM:Yellow sandy SILT with Rock fragments
8— 16 Moist Gray White Yellow Clayey silty SAND
Difficult Excavation Encountered at 8 Feet bgs
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth— 16 Feet bgs
TP-7 0—7" Approximately 7"of Topsoil
10-16-23
7"— 11 RESIDUUM: Orange Yellow White Clayey sandy SILT
11 — 15 Moist White Orange Clayey SANDY Silt wit Rock fragments
Difficult Excavation Not Encountered
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth— 15 Feet bgs
*Referenced from existing ground elevation Note: Test Pits Performed with a CAT 315 L

SUMMARY OF TEST PIT OBSERVATION SHEET
HERITAGE AT MARVIN
SUMMIT PROJECT NO. 8333.G0004
—.111111
Test Pit Depth Soil Description
Number (feet)*
TP-8 0—7" Approximately 7"of Topsoil
10-17-23
7"—3 RESIDUUM: Gray White sandy SILT
3—6 Yellow sandy SILT
6- 11 Red White Clayey Sandy SILT
11-15 Yellow White Brown Clayey silty SAND with Manganese Stains
Difficult Excavation Not Encountered
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth— 15 Feet bgs
TP-9 Approximately 7"of Topsoil
10-18-23
7"— 12 RESIDUUM:Yellow White sandy SILT
12-20 Gray White sandy SILT with Manganese Stains
Difficult Excavation Not Encountered
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth—20 Feet bgs
TP-10 Approximately 6"of Topsoil
10-16-23
6"—2 RESIDUUM: Gray White sandy SILT
2- 14 Orange Yellow Clayey sandy SILT
14-16 Moist White Red Yellow Clayey silty SAND
Difficult Excavation Not Encountered
No Groundwater Encountered in Test Pit
Test Pit Terminated Depth— 16 Feet bgs
*Referenced from existing ground elevation Note: Test Pits Performed with a CAT 315 L

Summary of Test Pit Observations SUMMIT Project No. 8333.G0004
Heritage at Marvin Test Pits October 25, 2023
SUMMIT
ENGINEERING • LABORATORY • TESTING
A U E S TM COMPANY
APPENDIX 3
TEST PIT
PHOTOGRAPHIC LOGS

Photograph Log SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 16-18,2023
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A view of the material excavated from Test Pit No. 1

Photograph Log SUMMIT Project No.8333.G000.4
Heritage at Marvin Test Pits October 16-18,2023
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A view of the material excavated from Test Pit No. 1A

Photograph Log SUMMIT Project No.8333.60004
Heritage at Marvin Test Pits October 16-18,2023
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A view of the material excavated from Test Pit No. 2

Photograph Log SUMMIT Project No.8333.6'0004
Heritage at Marvin Test Pits October 16-18,2023
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Photograph Log SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 16-18,2023
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Photograph Log SUMMIT Project No. 8333.G0004
Heritage at Marvin Test Pits October 16-18,2023
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Photograph Log SUMMIT Project No.8333.0000•1
Heritage at Marvin Test Pits October 16-18,2023
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Photograph Log SUMMIT Project No.8333.G0004
Heritage at Marl,in Test Pits October 16-18,2023
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Photograph Log Sl'MMIT Project No.8333.G000.1
Heritage at Marvin Test Pits October 16-18,2023
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A view of the material excavated from Test Pit No. 7

Photograph Log SUMMIT Project No.8333.G000.1
Heritage at Marvin Test Pits October 16-18,2023
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Photograph Log SUMMIT Project No.8333.60004
Heritage at Marvin Test Pits October 16-18,2023
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A view of the material excavated from Test Pit No. 9

Photograph Log SUMMIT Project No.8333.G0004
Heritage at Marvin Test Pits October 16-18,2023
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A view of the material excavated from Test Pit No. 10