20190814 Hydrogeological Study Report-FINAL

PIEDMONT
GEOLOGIC
SMART EARTH SOLUTIONS
6003-145 Chapel Hill Rd,
Raleigh, NC 27607
P: 919-854.9700 F: 914-854.9532
www.piedmontgeolog ic.com
HYDROGEOLOGICAL STUDY REPORT
Proposed Quarry Site
Wrenn Road
Prospect Hill, Caswell County, North Carolina
Prepared For:
Carolina Sunrock LLC
200 Horizon Drive, Suite 100
Raleigh, North Carolina 27615
Prepared by:
Piedmont Geologic, P.C.
6003 Chapel Hill Road, Suite 145
Raleigh, North Carolina 27607
August 14, 2019
Piedmont Geologic, P.C. is a professional corporation licensed to practice
Geology (C-216) and Engineering (C-3104) in North Carolina.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
REPORT CERTIFICATION
This Hydrogeological Study Report for the Carolina Sunrock — Caswell County property has been prepared
under the responsible charge of the following Professional Geologists registered in the State of North
Carolina.
PREPARED BY:
Jonathan D. Murphrey
Printed Name
August 14, 2019
Date
REVIEWED BY:
Peter J. Dressel
Printed Name
August 14, 2019 _
Date
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PIEDMONT GEOLOGIC, P.C. ii

TABLE OF CONTENTS
Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
Pate No.
REPORT CERTIFICATION...................................................................................................................... ii
1.0
INTRODUCTION AND SITE BACKGROUND INFORMATION ..........................................
4
1.1
Introduction...................................................................................................................................
4
1.2
Site Description.............................................................................................................................
4
1.3
Site Geologic/Hydrogeologic Setting...........................................................................................
5
2.0
MARCH 2O19 OBSERVATION WELL AND PUMPING WELL INSTALLATIONS..........
6
3.0
APRIL-MAY 2019 PUMPING TEST..........................................................................................
8
3.1
Pumping Test Methods.................................................................................................................
8
3.2
Pumping Test Results..................................................................................................................10
4.0
WATER -SUPPLY WELL SURVEY...........................................................................................16
5.0
CONCLUSIONS/DISCUSSION..................................................................................................18
Figures
1
Site Location Map
2
Site Map
3
Area 1 of Hydro Study
4
Area 2 of Hydro Study
5
Area 2 Water -Table Contour Map
6
Area 2 Water -Table Contour Map
7
Area 1 Water -Table Contour Map
8
Area 1 Water -Table Contour Map
9
Locations of Water -Supply Wells
5/1/19 (Pre -pumping Conditions)
5/3/19 (Pumping Conditions — 43 Hours Elapsed)
5/7/19 (Pre -pumping Conditions)
5/8/19 (Pumping Conditions — 22 Hours Elapsed)
Tables
1 Groundwater Observation and Pumping Well Construction Details
2 Summary of AQTESOLV Curve -Matching Results
3 Summarized Results of Laboratory Analysis: Groundwater Samples Collected from Pumping
Wells PW-1 and PW-2
4 Summary of Water -Supply Wells Located Within 0.5-Miles
Appendices
A Boring Logs
B Graphs (Groundwater Levels vs. Time)
C AQTESOLV Curve -Matching Outputs
GI Area 2 AQTESOLV Outputs
C-2 Area I AQTESOLV Outputs
D Laboratory Results
E Hydraulic Influence and Inflow Calculations
F Water -Supply Well Survey Records
PIEDMONT GEOLOGIC, P.C.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
1.0 INTRODUCTION AND SITE BACKGROUND INFORMATION
1.1 Introduction
This report presents the methods and results of a hydrogeologic study conducted for Carolina Sunrock
("Sunrock") in March -May 2019 at a property located off of Wrenn Road in Prospect Hill, Caswell County,
North Carolina (the "site"). The site is being evaluated by Sunrock as a potential location for quarrying
operations, and the study was commissioned in support of the permitting/application process.
The purpose of the study was to evaluate hydrogeological parameters for the site and the potential
hydraulic effects that could result from quarrying operations (i.e., dewatering of the quarry). As there is no
municipal water supply for area residents, all potable and non -potable water is obtained from private water -
supply wells. Potential impacts to nearby properties from quarry dewatering could include decreased
groundwater supply/production, or even dry wells.
The remainder of this document presents site background information, information regarding pumping well
and observation well installations, methods and results of a pumping test conducted in April -May 2019,
evaluations of hydrogeological parameters, and conclusions.
1.2 Site Description
The site location and layout are shown in Figures 1 and 2, respectively. The site occupies approximately
500 acres and is bounded to the south by Wrenn Road, to the west by Ridgeville Road, and to the north and
east by undeveloped wooded lands. A large waterbody, South Hyco Creek, is located northwest of the site.
The site has historically been utilized primarily for agricultural purposes (i.e., farmland), and is composed
of a mixture of agricultural fields and wooded lands. A majority of wooded areas at the site were clear-cut
for timber harvesting around late-2018.
Based on preliminary geologic investigations by Sunrock, two potential quarrying areas have been
identified, and were the focus of the hydrogeologic study. Area 1, situated in the northeastern portion of
the site, and Area 2, situated in the east -central portion of the site (and south of Area 1), are both comprised
of agricultural fields and wooded lands. An unnamed perennial stream, which trends roughly north-
northeast to south-southwest, bisects Area 1 and Area 2. A second perennial stream (Sugartree Creek) is
located approximately 1,200-feet southeast of Area 2. Both streams appear to flow to the north-northeast,
towards South Hyco Creek.
PIEDMONT GEOLOGIC, P.C. 4

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
Overall topography in the two study areas generally slopes from southwest to northeast. Each study area
are of roughly equal elevations (approximately 600-feet above mean sea level), with the unnamed stream
bisecting the two areas ranging in elevation from approximately 550- to 580-feet above mean sea level.
1.3 Site Geologic/Hydrogeologic Setting
The site is located in the Piedmont physiographic province, which is characterized by moderately level
interstream areas separated by broad valleys. Bedrock in Prospect Hill, North Carolina is mapped within
the Carolina Slate Belt lithologic division of the Piedmont, which consists of metamorphosed volcanic and
sedimentary rocks that are intruded by a number of igneous plutons. According to the Geologic Map of
North Carolina (North Carolina Geological Survey, 1985), bedrock beneath the site consists of
metamorphosed granitic rock.
Competent bedrock (consisting of diabase and diorite) within the study areas was encountered at depths of
approximately 25- to 35-feet below grade. Overlying the bedrock is primarily unconsolidated overburden,
consisting of sands and silt.
Groundwater in the Piedmont province occurs in the overburden under unconfined (i.e., water table)
conditions, and in the underlying bedrock under both unconfined and confined conditions. Groundwater in
the overburden occurs within pore spaces of the unconsolidated medium, including relict bedrock structures
(i.e., fractures, foliations, etc.). Due to the typical fine-grained nature and low permeability of the
overburden, the formation is not usually utilized for groundwater production. Groundwater in the
underlying bedrock occurs along zones of secondary porosity, such as fractures, foliations, solution voids,
etc. Most water -supply wells in the Piedmont are completed in bedrock with casings extending through the
overburden.
Groundwater at the site areas appears to occur within the overburden and underlying bedrock under
unconfined (i.e., water table) conditions, with observed depths to groundwater ranging from approximately
26-feet to 30-feet below grade within the study areas.
PIEDMONT GEOLOGIC, P.C.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
2.0 MARCH 2O19 OBSERVATION WELL AND PUMPING WELL INSTALLATIONS
As the first step in hydrogeological study, one pumping well and three observation wells were installed
within each of the two study areas (Figures 2 through 4). Well -boring logs are provided in Appendix A,
and well -construction specifications are summarized in Table 1. The wells were installed in March 2019
by a North Carolina licensed well driller employed by Carolina -Virginia Well Drilling Inc., under the
supervision of Piedmont Geologic.
The wells were installed utilizing a truck -mounted Drilltech T25KW rig equipped with a combination of
hollow -stem auger and air rotary tooling. All wells are constructed with 6.125-inch inside diameter
Schedule 40 PVC outer casings with threaded and flush joints extending through overburden and into
competent bedrock. Outer -casing depths for the wells ranged in depth from approximately 33- to 69-feet
below grade. The outer -casing annuli were tremie-grouted to grade with cement/bentonite slurry.
Following a minimum waiting period of approximately 24-hours, the inner borings (approximately 5.5-inch
diameter) were advanced through the surface casing and into bedrock, to depths of approximately 300-feet
below grade utilizing air -rotary drilling. After reaching the completion depth at each well location, the
wells were purged/developed via air lifting using the drill rig's down -hole air rotary tooling until the
discharge water was reasonably clear of rock cuttings and suspended sediments. Drill cuttings and
groundwater generated during the drilling and development processes were disposed of on the ground
surface around each well.
The wells were installed within each study area such that observation wells were located at radial distances
of approximately 30-feet, 100-feet, and 300-feet from the pumping well. In addition, the well locations
were staggered, so as not to align in a linear fashion. There were slight variations in the actual radial
distances versus the targeted distances based on field conditions encountered (i.e., access -limitations for the
drill rig). A summary of distances between the pumping well and observation wells within each study area
is provided as follows.
Summary of Area 1 and Area 2 Pumping and Observation Well Layouts
Study
Area
Pumping
Well
`
Observation Well
Approximate Radial Distance between
Observation Well and Pumping Well
feet
Area 1
PW-1
OWl-1
292
OW1-2
100
OW1-3
31
Area 2
PW-2
OW2-1
31
OW2-2
254
OW2-3
86
PIEDMONT GEOLOGIC, P.C.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
A pre-existing site observation well (CD-12) was installed by a North Carolina licensed well driller under
supervision of Sunrock during late-2018. Based on the relatively large radial distance between CD-12 and
pumping wells PW-1 and PW-2 (approximately 2,700-feet and 1,100-feet, respectively), CD-12 was
utilized as a background observation well for the hydrogeological study.
PIEDMONT GEOLOGIC, P.C.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
3.0 APRIL-MAY 2019 PUMPING TEST
3.1 Pumping Test Methods
Pumping tests were completed in April -May 2019 utilizing the pumping and observation wells installed in
Areas 1 and 2 in March 2019. Methods utilized for each pumping test are described below.
Area 2 Pumping Test Methods
The first pumping test was completed in Area 2 from April 30-May 6, 2019. Well PW-2 was utilized as the
pumping well for the test, and wells OW2-1, OW2-2, and OW2-3 were utilized as observation wells. In
addition, well CD-12 was utilized as a background observation well.
Pressure transducers with integral data loggers (In -Situ Level TROLL 700) were installed in all four Area 2
wells plus background observation well CD-12 for automated groundwater -level data collection at 5-
second intervals. Groundwater levels were also manually monitored in the Area 2 pumping/observation
wells at routine intervals of approximately once per hour using an electronic depth -to -water meter. CD-12
was also manually monitored for background groundwater levels during the pumping test at intervals
ranging from approximately 6- to 12-hours.
Prior to the start of the Area 2 pumping test, on April 29, 2019, a submersible electric pump (Grundfos
Redi-Flo3) was installed in pumping well PW-2 by Patrick Henry Well Drilling, with the pump inlet set to
a depth of approximately 275-feet below grade. A step-drawdown test was planned to be conducted prior
to the pumping tests for each of the two study areas. However, the pump provided by Patrick Henry Well
Drilling could only be operated at the maximum rate (i.e., the pump could be turned "on" or "off " with no
control over flow rates) due to internal sensors within the pump which would shut off the pump if the
effluent flow was restricted using a gate valve or similar flow -control device.
On April 30, 2019, pre -pumping static groundwater levels were measured in the pumping/observation
wells, as described above, for an approximately 20-hour period. Following the pre -pumping monitoring
period, groundwater pumping was initiated from PW-2 utilizing the submersible electric pump (which was
powered by a portable gasoline -powered generator). The groundwater flow rate was measured at
approximately 1-hour intervals using a flow totalizer meter that was installed on the pump -discharge
piping. Extracted groundwater was discharged to the ground surface along the slopped area west of PW-2
such that the water would flow downhill towards the unnamed stream to the west and away from the Area 2
pumping/observation wells.
PIEDMONT GEOLOGIC, P.C.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
A pumping rate of approximately 26- to 29-gallons per minute (gpm) was maintained throughout the
duration of the test. In addition, the submersible pump remained at its initial depth of approximately 275-
feet below grade.
A groundwater sample was collected from the submersible pump discharge line at an elapsed pumping time
of approximately 42-hours. The sample was submitted to Pace Analytical in Mt. Juliet, Tennessee (Pace)
and analyzed for Target Analyte List (TAL) metals by EPA Methods 200.7 and 245.7.
The submersible pump in PW-2 was turned off after approximately 43-hours of pumping - short of the
planned 48-hour period - due to groundwater in observation wells OW2-1 and OW2-3 drawing down to
levels near the set depths of the pressure transducers in those wells. Groundwater level measurements in
the observation wells were measured over an approximately 64-hour period following the cessation of
pumping to monitor groundwater recovery using the procedure described above.
Area 1 Pumping Test Methods
The Area 1 pumping test was completed from May 6-9, 2019, commencing at the end of the 64-hour post -
pumping monitoring period for the Area 2 pumping test. Well PW-1 was utilized as the pumping well for
the test, and wells OW1-1, OW1-2, and OW1-3 were utilized as observation wells. As with the Area 2
pumping test, well CD-12 was utilized as a background observation well for the Area 1 test.
Prior to the start of the aquifer test, pre -pumping static groundwater levels were measured in the
observation wells, as described above, for an approximately 14-hour period. Following the pre -pumping
monitoring period, groundwater pumping was initiated from PW-1 utilizing the submersible electric pump
and ancillary equipment described above for Area 1 (with the submersible electric pump set at a depth of
approximately 275-feet below grade). Extracted groundwater was managed as described above for Area 2.
A pumping rate of approximately 23- to 27-gpm was maintained throughout the duration of the test. In
addition, the submersible pump remained at its initial depth of approximately 275-feet below grade.
A groundwater sample was collected from the submersible pump discharge line for PW-1 at an elapsed
pumping time of approximately 22-hours. The sample was submitted to Pace and analyzed for TAL metals
by EPA Methods 200.7 and 245.7.
The submersible pump in PW-1 was turned off after approximately 22-hours of pumping - short of the
planned 48-hour period - due to groundwater in observation wells OW1-1 and OW1-2 (plus pumping well
PW-1) drawing down to levels near the set depths of the pressure transducers in those wells. Groundwater -
PIEDMONT GEOLOGIC, P.C.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
level measurements in the observation wells were measured over an approximately 31-hour period
following the cessation of pumping, as described above, to monitor groundwater recovery.
It is noted that during the Area 1 and Area 2 tests, the generator referenced above was required to be shut
off for relatively short periods of time (i.e., generally less than 5-minutes) every approximately 6- to 8-
hours of pumping in order to refuel. Subsequently, this resulted in corresponding periods of down -time for
the submersible electric pump. The generator/pump shutdown and restart times were recorded during the
tests so that these time periods could be correlated to potential effects on observed groundwater levels for
pumping and/or observation wells.
In addition, the pressure transducer in background observation well CD-12 had to be removed at the
cessation of the Area 2 test for use in the Area 1 pumping/observation wells, in order to replace a pressure
transducer that was malfunctioning. However, manual gauging of groundwater levels in CD-12 continued
as described above throughout the Area 1 test.
3.2 Pumping Test Results
Water -table contour maps showing pre -pumping and pumping conditions for Area 2 and Area 1 are
provided as Figures 5 through 8. Graphs showing groundwater levels versus time for the pumping and
observation wells, including manual water -level gauging data plus data logged by the pressure transducers,
are provided in Appendix B. AQTESOLV software (version 4.5) by HydroSOLVE, Inc. was used to
analyze pumping test data and estimate hydrogeologic-parameter values through curve matching (i.e.,
fitting mathematical models, or type curves, to drawdown and recovery data). Outputs of the AQTESOLV
analyses are provided in Appendix C. A summary of hydrogeologic parameter estimates obtained through
curve -matching is provided in Table 2.
The graph of groundwater levels versus time for background observation well CD-12 shows relatively
stable groundwater levels throughout the entirety of the Area 2 and Area 1 tests, indicating very little
background trends/fluctuations which could potentially effect data analysis. As such, no trend -corrections
were applied to any of the Area 2 or Area 1 groundwater level data.
Area 2 Pumping Test Results — Curve Matching & Hydrogeologic Parameters
A table summarizing groundwater drawdown in response to pumping for Area 2 wells (as observed at
cessation of the pumping cycle) is presented as follows.
PIEDMONT GEOLOGIC, P.C. 10

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
Summary of Area 2 Drawdown in Pumping/Observation Wells
Well
aLhfeet
Distance from
Pumping Well
(feet)
Initial Depth -to -Water
Prior to Pumping
(feet below TOC)
Final Depth -to -Water at
Cessation of Pumping
(feet below TOC)
Drawdown at
Cessation of
Pumping
PW-2
0
33.80
96.34
62.54
OW2-1
31
34.15
86.25
52.10
OW2-3
86
30.74
81.73
50.99
OW2-2
254
30.15
59.75
29.60
TOC = Top of casing.
Note: Table sorted by distance from pumping well PW-2.
The graph of groundwater levels versus time for pumping well PW-2 indicates sharp drawdown during the
initial approximately 15-minutes of pumping (corresponding to a drawdown of approximately 16-feet in the
well), followed by a more -subdued and sustained drawdown through the duration of the pumping cycle,
ending with a final maximum drawdown in the well of approximately 63-feet upon shutdown of the
submersible pump. As shown in the graph, the groundwater level in PW-2 fell below the set depth of the
pressure transducer (approximately 87-feet below the top of well casing) following approximately 31-hours
of elapsed time pumping. Groundwater recovery data for PW-2 generally inversely mirrors that of the
pumping data, with a rise of approximately 15-feet during the first approximately 15-minutes of recovery,
followed by a more -subdued rate of rise in groundwater levels through the end of post -pumping
monitoring.
The graphs of groundwater levels versus time for observation wells OW2-1 and OW2-3 are relatively
similar to that of PW-2, with final drawdowns in the well of approximately 52-feet and 51-feet,
respectively. OW2-1 and OW2-3 both showed a relatively sharp decrease in groundwater levels during the
initial approximately 20-minutes of pumping (drawdowns of approximately 5-feet), followed by a more -
subdued rate of drawdown through the duration of pumping.
The graph of groundwater levels versus time for observation well OW2-2 shows steady drawdown
throughout the duration of pumping, although much more -subdued than that of PW-2, OW2-1, and OW2-3.
The brief intervals of pump -shutdowns for refueling the generator are apparent in the graphs for PW-2,
OW2-1, and OW2-3, as indicated by temporary spikes in observed groundwater levels.
The percentages of recovery (i.e., feet of recovery divided by feet of drawdown) for Area 2
pumping/observation wells following the 64-hour post -pumping monitoring period ranged from
approximately 77% (OW2-1) to approximately 87% (OW2-2).
AQTESOLV curve -matching outputs for Area 2 observation wells (Appendix C-1) were fitted using the
Neuman solution, as fitting of the Theis solution and other potentially -applicable solutions available in
AQTESOLV (e.g., the Moench solution for double -porosity fractured aquifers) to Area 2 wells yielded
PIEDMONT GEOLOGIC, P.C. 11

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
poor matches. Estimates of hydrogeologic parameters, including transmissivity and hydraulic conductivity,
were generated for each observation well based on the individual curve -matching solutions (Table 2). An
aquifer thickness of 270-feet was assumed for Area 2 wells, based on the approximate maximum saturated
thickness (i.e., total depth of well minus the observed depth -to -water).
Estimated transmissivity values for Area 2 observation wells ranged from 25.77 ft2/day to 68.27 ftZ/day,
with a mean of 41.72 ftZ/day. Estimated hydraulic conductivities for Area 2 observation wells ranged from
0.0944 feet/day to 0.2501 feet/day, with a mean of 0.1528 feet/day.
Included in Appendix C-1 is the Neuman solution output showing all Area 2 wells and utilizing the mean
of estimated hydrogeologic parameters for the individual wells, plus a distance-drawdown curve (observed
drawdown at cessation of pumping) utilizing the Neuman solution estimates. The distance-drawdown
curve shows a radius of influence of approximately 550-feet for 0.10-feet of drawdown.
Area 1 Pumping Test Results — Curve Matching & Hydrogeologic Parameters
A table summarizing groundwater drawdown in response to pumping for Area 1 wells (as observed at
cessation of the pumping cycle) is presented as follows.
Summary of Area 1 Drawdown in Pumping/Observation Wells
Well
10
Distance from
Pumping Well
(feet)
Initial Depth -to -Water
Prior to Pumping
(feet below TOC)
Final Depth -to -Water at
Cessation of Pumping
(feet below TOC)
Drawdown at
Cessation of
Pumping
feet
PW-1
0
34.47
174.04
137.57
OW1-3
31
27.09
53.45
26.36
OW 1-2
100
25.94
87.46
61.52
OW 1-1
292
29.06
85.51
56.45
TOC = Top of casing.
Note: Table sorted by distance from pumping well PW-1.
The graph of groundwater levels versus time for pumping well PW-1 indicates sharp drawdown during the
initial approximately 3-hours of pumping (corresponding to a drawdown of approximately 115-feet in the
well). Following that time, the rate of drawdown in the well was subdued, with only approximately 24-feet
of drawdown over the remaining 18-hours of pumping (with groundwater levels nearly stabilized after 16-
hours of elapsed time pumping). As shown in the graph, the groundwater level in PW-1 fell below the set
depth of the pressure transducer (approximately 100-feet below grade) following approximately 45-minutes
of elapsed time pumping. Groundwater recovery data for PW-1 generally inversely mirrors that of the
pumping data.
PIEDMONT GEOLOGIC, P.C. 12

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
The graph of groundwater levels versus time for observation well OW 1-1 shows fairly steady drawdown,
with the rate of drawdown appearing to decrease slightly over the duration of the pumping cycle (generally
coinciding with the decreasing rate of drawdown over time observed in PW-1).
The graph of groundwater levels versus time for observation well OW1-2 shows relatively little drawdown
(considering its distance to PW-1, as compared with OW1-1) over the initial approximately 6-hours of
pumping. Following approximately 6-hours of elapsed time pumping, the rate of drawdown increases
substantially, to rates that appear similar to those of OW1-1.
The graph of groundwater levels vs time for observation well OW1-3 shows relatively sharp drawdown
(approximately 20-feet) during the initial 3-hours of pumping, followed by very slow rates of drawdown
through the end of the pumping cycle (only approximately 6-feet of drawdown over the final 19-hours of
pumping).
Similar to Area 2, the brief intervals of pump -shutdowns for refueling the generator are apparent in the
graph of groundwater levels versus time for PW-1, although they are not readily apparent in any of the
graphs for observation wells.
The percentages of recovery for Area 1 pumping/observation wells following the 31-hour post -pumping
monitoring period ranged from approximately 90% (OW1-3) to approximately 99% (PW-1).
AQTESOLV curve -matching outputs for Area 1 observation wells (Appendix C-2) were fitted using the
both the Theis solution and Moench solution. Estimates of hydrogeologic parameters, including
transmissivity and hydraulic conductivity, were generated for each observation well based on the individual
curve -matching solutions (Table 2). An aquifer thickness of 273-feet was assumed for Area 1, based on the
approximate maximum saturated thickness for Area 1 wells.
Estimated transmissivities for Area 1 observation wells ranged from 23.71 ft2/day to 90.46 ft2/day, with a
mean of 63.10 ft2/day. Estimated hydraulic conductivities for Area 2 observation wells ranged from
0.0868 feet/day to 0.3314 feet/day, with a mean of 0.2311 feet/day.
Included in Appendix C-2 are the Theis and Moench solution outputs, plotted and utilizing the mean of
estimated hydrogeologic parameters for the individual wells, along with distance-drawdown curves
(observed drawdown at cessation of pumping) utilizing the Theis and Moench solution estimates. The
Theis and Moench distance-drawdown curves show radii of influence of approximately 950-feet and 2,250-
feet, respectively, for 0.10-feet of drawdown.
PIEDMONT GEOLOGIC, P.C. 13

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
Area 1 and Area 2 Pumping Test Results — Laboratory Analysis of Groundwater Samples
Laboratory results of analysis for groundwater samples collected during the pumping tests from the
pumping well discharge lines for PW-1 and PW-2 are summarized in Table 3. Mercury was detected in the
groundwater sample collected from PW-2 at a concentration of 0.461 µg/L, which is above the North
Carolina surface water standard of 0.012 µg/L. However, the reported concentration was flagged by the
laboratory, noting that mercury was also detected in the associated laboratory blank, indicating potential
cross -contamination or erroneous measurements by the laboratory during analysis. No other analytes were
detected at concentrations above applicable surface water standards.
Area 1 and Area 2 Pumping Test Results — Radius of Influence and Inflow Calculations
The Sichardt formula was utilized in order to provide estimates for the potential extent of hydraulic
influence on the aquifer that could be expected due to future quarry-dewatering operations, with the
calculations provided in Appendix E. Two estimates were calculated for each study area; one for an
assumed quarry depth of 300-feet, and one for an assumed quarry depth of 500-feet.
The "Steady Groundwater Inflows into Open Excavations" worksheet developed by S.S. Papadopoulos &
Associates, Inc. was provided by Sunrock in order to estimate potential groundwater withdrawal rates
during the quarry-dewatering process. Model #7 in the worksheet (based on the Dupuit-Thiem equation
and applicable for radial unconfined flow into a circular excavation) was utilized for the inflow
calculations. Outputs of the worksheet calculations are provided in Appendix E. Separate outputs were
generated for each of the two study areas, utilizing the mean hydraulic conductivities estimated for each
area, the approximate radius of the proposed quarry pits, plus the estimated radii of influence on the aquifer
from dewatering the pit as determined by the Sichardt formula calculations. In addition, inflow estimates
were calculated for quarry depths of 300-feet and 500-feet.
Estimated radii of influence due to dewatering and groundwater inflow rates (from the aquifer into the
quarry pit/excavation) are summarized as follows.
Estimated Radii of Influence and Inflow Rates (Quarry Depths of 300-feet)
Study Area
Estimated Radii of Influence Due
to Quarry Pit Dewatering
Estimated Inflow Rates
meters
feet
m3/sec(gal/day)
ailmin
Area 1
222
728
0.04293
979,896
680
Area 2
181
594
0.03368
768,733
534
Combined Inflow Rate for Both Pits:
0.07661
1,748,629
1,214
PIEDMONT GEOLOGIC, P.C. 14

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
Estimated Radii of Influence and Inflow Rates (Quarry Depths of 500-feet)
Study Area
Estimated Radii of Influence Due
to Quarry Pit Dewatering
Estimated Inflow Rates
meters
feet
m3/sec(gal/day)
al/min
Area 1
387
1,270
0.08437
1,925,683
1,337
Area 2
315
1,033
0.06526
1,489,433
1,034
Combined Inflow Rate for Both Pits:
0.14963
3,415,116
2,371
Because the variables used in the above calculations assume that the quarry pit walls will be near -vertical,
compared to the designed slopes of approximately 40-degrees, the estimated radii of influence and inflow
rates are likely over -conservative. For example, both calculations incorporate the saturated thickness
required to be dewatered, utilizing the water table surface as the upper bound and the base of the pit as the
lower bound. However, the aerial extent of the pits that will actually reach the maximum proposed depths
is proportionally small, compared to the pit as a whole (less than approximately 25% of the pit footprints
will reach those depths).
PIEDMONT GEOLOGIC, P.C. 15

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
4.0 WATER -SUPPLY WELL SURVEY
A water -supply well (WSW) survey was conducted in August 2019 to locate private WSWs in the vicinity
of the site. The WSW survey was completed utilizing the online graphical information system (GIS) tools
for Caswell County and Person County, plus records on file in each county related to water -supply well
permitting and well -construction details.
The WSW survey targeted properties located within 0.5-miles of a 728-foot buffer applied to the perimeter
of the proposed quarry footprints. This buffer distance corresponds to the greater of the two estimates for
extent of hydraulic influence on the aquifer due to dewatering based on quarry depths of 300-feet (as
calculated above in Section 3.2). The 728-foot distance was used as the reference point for the 0.5-mile
target area, rather than 1,270-feet (which corresponds to the greater of the two hydraulic influence
estimates based on quarry depths of 500-feet) since each of the buffer calculations are presumed to be over -
conservative.
A map showing the footprints of the two proposed quarry pits, the 728-foot estimated hydraulic influence
buffer area (plus the 1,270-foot buffer area for comparison), along with the locations of WSWs is presented
as Figure 9. A summary of the WSW survey results is provided as Table 4. Tax/property cards for the
parcels identified in the WSW survey, plus well -construction records that were on file with Caswell County
and Person County are provided in Appendix F.
As the first step of the WSW survey, a preliminary search of aerial imagery and property records using the
Caswell County and Person County GIS tools was conducted to locate parcels potentially containing
WSWs. Next, a search of Caswell and Person County WSW permit records was conducted using the list of
addresses suspected of containing WSWs. Person County WSW permit records were obtained using the
county's online database, while permit records for Caswell County were obtained with the assistance of Mr.
Donnie Powell of the Caswell County Health Department.
A total of 30 properties containing WSWs were located during the WSW survey; 26 of which are located in
Caswell County and 4 of which are located in Person County. Records indicate that one of the Person
County properties contains two WSWs. All other available records for the remaining properties indicate
the presence of only one WSW on each.
Reported depths of the WSWs (based on well -construction records submitted to the counties by the well -
drilling contractors) range from approximately 105- to 562-feet below grade, with reported static water
levels ranging from 6- to 35-feet below grade. Reported groundwater production rates (i.e., yields) of the
wells range from 0.5- to 43-gpm.
PIEDMONT GEOLOGIC, P.C. 16

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
One WSW (#1) is located on the site property (to the west of the proposed quarry pits), at/near the outer
extent of the 728-foot hydraulic influence buffer. One offsite WSW (#2) is located within the 728-foot
buffer, on the property to the west southern -most proposed quarry pit and across Wrenn Road. The
property contains an abandoned residential structure and the remainder of the property appears to be
utilized solely for agricultural purposes. No well -construction details are available for either of the two
aforementioned WSWs. No other WSWs appear to be location within the 728-foot buffer area.
In addition to the two WSW referenced above, one other WSW (#14) appears to be located within the
1,270-foot buffer area. The parcel, located at 28 Henry Daniels Road, is situated near the outer extent of
the 1,270-foot buffer. Based on the well -construction record, the WSW has a reported depth of 165-feet
below grade, a reported static water level of 22-feet below grade, and a reported groundwater production
rate of 9-gpm.
PIEDMONT GEOLOGIC, P.C. 17

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
5.0 CONCLUSIONS/DISCUSSION
Relatively substantial water -table drawdown was observed within both study areas during the pumping
tests (although the greatest drawdown was generally confined to the area immediately surrounding the
pumping well), indicating that similar effects may be observed as part of any future dewatering during
quarrying operations. In addition, the drawdown would likely be greater in magnitude and aerial extent
than that observed during the pumping tests, due to sustained and prolonged dewatering of the quarrying
pits that would be typical of quarrying operations. As such, the quarry-dewatering process could
potentially impact offsite private WSWs located within the estimated zone of hydraulic influence, through
localized drawdown of the aquifer (which could result in reduced groundwater -production rates for the
WSWs).
However, based on the estimated hydraulic conductivities and radii of hydraulic influence as determined by
this hydrogeological study, impacts to offsite WSWs are expected to be negligible (with the possible
exception of offsite WSW location #2, although it appears that this WSW is not currently in service due to
the residential structure being abandoned and uninhabited). Based on available records, most of the WSWs
are constructed to total depths between approximately 150- and 200-feet. In addition, the records indicate
that all of the WSWs have static standing -water columns of at least approximately 90-feet, indicating that
substantial drawdown of the aquifer (i.e., well -outside of estimated buffer areas) would be required to
adversely affect groundwater -production rates of the WSWs.
To monitor/track drawdown of the aquifer (i.e., the cone of depression) that is expected to be induced over
time as a result of quarry-dewatering, the existing site wells - including the nine wells installed for the
hydrogeological study plus the one existing site WSW - can be utilized as observation wells, and gauged
for water levels on a routine basis (e.g., monthly or quarterly). The existing site WSW, which is located
west of the proposed quarry pits, will provide useful groundwater -level data due to it being located at/near
the estimated 728-foot radius of hydraulic influence. Since the nine wells installed for the hydrogeological
study are located within the footprints of the two proposed quarry pits, these wells will eventually be over-
excavated/mined as quarrying operations proceed. Thus, new observation wells outside of the quarry
footprints (e.g., along the perimeter of the site property) may eventually be installed to replace these wells
as they are taken out of service.
PIEDMONT GEOLOGIC, P.C. 18

FIGURES
Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
PIEDMONT GEOLOGIC, P.C.

N
W E
S
1
o ��NRY 0AWELS RD
z
0
7F o
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Site Location
CEMETERY RD
o � i
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Inset area for
Fi aure 2
PIEDMONT 0 1000 2000 3000 4000 ft FIGURE I
SITE LOCATION MAP
GEOLOGIC Carolina Sunrock
Caswell County Property
SMART EARTH SOLUTIONS Data Source: USGS US Topo 7.5-minute map for Ridgeville, NC 2016. Prospect Hill, NC 27314

r
OW2-2
'r 250
r
r
feat
y�r
t;
FIGURE 2
Site Map
Caswell County Property
Wrenn Road, Prospect Hill, North Carolina 27314
CLIENT: Carolina S=.&
loon ft PIEDMONT PROJECT#: 1925
DRAWING DATE: 4/5/19
GEOLOGICDRAWN BY: JDM
DATASOURCE: NCDigital
SMART EARTH SOLUTIONS Orthoimagay, NC CGIA, 2018.

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L 0 �
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- T 11 9 F • •1
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t - Observation well
as z' •, "• � —
01
r FIGURE 3
- r Area 1 of Hydro Study
Caswell County Property
4 -+ Wrenn Road, Prospect Hill, North Carolina 27314
- Yr CLIENT: Carolina Sunrock
0 50 100 150 200 ft PIEDMONT PROJECT#: 1925
DRAWING DATE: 4/5/19
— GEOLOGIC DRAWN BY: JDM
' DATA SOURCE: NC Digital
2 i SMART EARTH SOLUTIONS Orthoimagerg NC CGIA, 2018.

f Ir
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.#
FIGURE 4
- Area 2 of Hydro Study
Caswell County Property
Wrenn Road, Prospect Hill, North Carolina 27314
CLIENT: Carolina Smock
0 50 100 150 200 ft PIEDMONT PROJECT# 1925
'4 DRAWING DATE: 4/5/19
GEOLOGICDRAWN BY: JDM
DATASOURCE: NCDigital
SMART EARTH SOLUTIONS 101thoimageay.NC CGIA 2015.

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1.T
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562.70 Water -table elevation (ft above MSL)
' r
Water -table contour (ft above MSL)
IN •. F -.
i" ,! - -
1 r` L.
k _
r _ - FIGURE 5
Area 2 Water -Table Contour Map: 5/1/19
a .;� - _ (Pre -Pumping Conditions)
Caswell County Property
Wrenn Road, Prospect Hill, North Carolina 27314
Ll
44 0j
CLIENT: Carolina Smrock
50 100 150 200 ft I PIEDMONT PROJECT#: 1925
DRAWING DATE: 5/31/19
'• GEOLOGIC DRAWN BY: JDM
DATA SOURCE: NC Digital
SMART EARTH SOLUTIONS Orthoimagerg NC CGIA, 2018.

N -
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11
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Pumping well
Area 2 -
Observation well
511.91 Water -table elevation (ft above MSL)
Water-table contour (ft above MSL)
d
1 r�
k _
Ugend
FIGURE 6
Area 2 Water -Table Contour Map: 5/3/19
' _ a _ (Pumping Conditions - 43 Hours Elapsed)
+ Caswell County Property
Wrenn Road, Prospect Hill, North Carolina 27314
CLIENT: Carolina Smrock
0 50 100 150 200 ft PIEDMONT PROJECT#: 1925
DRAWING DATE: 5/31/19
GEOLOGICDRAWN BY: JDM
DATA SOURCE: NC Digital
SMART EARTH SOLUTIONS jorthoirnagery, NC CGIA, 2018.

f i
a
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rr - Observation well
}, 559.57 Water -table elevation (ft above MSL)
1 ,�• -, - Water -table contour (ft above MSL)
r � +
— % ,
J 1
- r FIGURE 7
r Area 1 Water -Table Contour Map: 5/7/19
r (Pre -Pumping Conditions)
_ Caswell County Property
4 -+ Wrenn Road, Prospect Hill, North Carolina 27314
CLIENT: Carolina Sunrock
0 50 100 150 200 ft PIEDMONT PROJECT": 1925
6, W DRAWING DATE: 5/31/19
— GEOLOGIC DRAWN BY: JDM
DATA SOURCE: NC Digital
�4' - SMART EARTH SOLUTIONS Orthoimagerg NC CGIA, 2018.

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496.59 Water -table elevation (ft above MSL)
1
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y
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-
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-
FIGURE 8
r
r
Area 1 Water -Table Contour Map: 5/8/19
(Pumping Conditions - 22 Hours Elapsed)
Caswell County Property
_ — -
a -+ _
Wrenn Road, Prospect Hill, North Carolina 27314
' �'•
50 100 150
200 ft
PIEDMONT
CLIENT: Cazolina Sunrock
0
PROJECT#: 1925
DRAWING DATE: 5/31/19
° — —
GEOLOGIC
DRAWN BY: JDM
14'
SMART EARTH SOLUTIONS
DATASOURCE: NCDigital
Orthoimagay, NC CGIA, 2018.

N
W E
S
Estimated extent of hydraulic influence on
aquifer due to dewatering
(for quarry depth of 500 feet)
--A
'7
'm
�� �..a
`'J1 J„3� r
fi
t �y�f
0.5-mile buffer from estimated extent of hydraulic
influence on aquifer due to dewatering
(based on quarry depth of 300 feet)
1
1
fi
e
1
e
1
a
e
*�
e
e
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0 1000 2000 3000 4000 5000 ft
IM
e
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e
e
e
e
e
e
e
e
e
e
1
e
1
Estimated extent of hydraulic influence on
aquifer due to dewatering
(for quarry depth of 300 feet)
Legend
Parcel with water -supply well(s)
Footprints of proposed quarry pits
Site boundary (approximate)
FIGURE 9
Locations of Water -Supply Wells
Caswell County Property
Wrenn Road, Prospect Hill, North Carolina 27314
CLIENT: Cazolina Sunrock
PIEDMONTPROJECT#: 1925
DRAWING DATE: 8/9/19
GEOLOGICDRAWN BY: JDM
DATA SOURCE: NC Digital
SMART EARTH SOLUTIONS Orthoimagerg NC CGIA, 2018.

TABLES
Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
PIEDMONT GEOLOGIC, P.C.

TABLE I
GROUNDWATER OBSERVATION AND PUMPING WELL CONSTRUCTION DETAILS
Carolina Sunrock
Caswell County Property
Prospect Hill, North Carolina
AREA 1 OBSERVATION
AND PUMPING WELLS
Well
No.
Date
Installed
Total
Depth (1)
Outer Casing
Depth (1)
Outer Casing
I.D. (in.)
Well I.D.
(in.)
Screen
Interval (1)
TOC
Elev. (2)
OW1-1
3/29/2019
300
33
6.125
5.5*
33-300*
588.63
OW1-2
4/3/2019
300
47
6.125
5.5*
47-300*
593.29
OW1-3
4/4/2019
300
52
6.125
5.5*
52-300*
594.31
PW-1
4/2/2019
300
52
6.125
5.5*
52-300*
594.45
AREA 2 OBSERVATION
AND PUMPING WELLS
Well
No.
Date
Installed
Total
Depth (1)
Outer Casing
Depth (1)
Outer Casing
I.D. (in.)
Well I.D.
(in.)
Screen
Interval (1)
TOC
Elev. (2)
OW2-1
3/19/2019
300
49
6.125
5.5*
49-300*
596.99
OW2-2
3/20/2019
300
36
6.125
5.5*
36-300*
599.54
OW2-3
3/26/2019
300
69
6.125
5.5*
69-300*
593.44
PW-2
3/21/2019
300
64
6.125
5.5*
64-300*
596.42
BACKGROUND
OBSERVATION
WELL
Well
No.
Date
Installed
Total
Depth (1)
Outer Casing
Depth (1)
Outer Casing
I.D. (in.)
Well I.D.
(in.)
Screen
Interval (1)
TOC
Elev. (2)
CD-12
Dec.2018
253
20
3
3
20-253*
586.12
(1) Measured in feet below ground surface. (2) Measured in feet above Mean Sea Level.
* Open -hole in bedrock. Well I.D. refers to open hole diameter and screen interval refers to open hole interval.
TOC = Top of casing. I.D. = Inside diameter.
PIEDMONT GEOLOGIC, P.C. Page 1 of l

TABLE 2
SUMMARY OF AQTESOLV CURVE -MATCHING RESULTS
Carolina Sunrock
Caswell County Property
Prospect Hill, North Carolina
AREA 1 OBSERVATION WELLS
Well
Solution
T (ft2/day)
K (ft/day)
S
KZ/K,
K' (ft/day)
Se (ft )
Ss' (f -)
S
Sw
Sf
O W 1-1
Theis
23.71
0.0868
0.000014
1
--
--
--
--
--
--
Moench
48.21
0.1766
--
--
0.0423
2.01E-10
2.04E-12
--
500
5
OW1-2
Theis
90.46
0.3314
0.000170
1
--
--
--
--
--
--
Moench
1 76.41
1 0.2799
1
0.0423
5.22E-10
2.04E-12
1
500
5
OW1-3
Theis
50.08
0.1834
0.002119
1
1 --
--
--
I--
--
Moench
89.74
0.3287
--
--
1.89E-05
1.27E-06
4.84E-12
--
78.33
5
Mean
63.10
0.2311
0.000768
--
0.0282
4.242E-07
2.97E-12
--
359
5.0
Standard Deviation
26.75
0.0980
0.001173
--
0.0244
7.342E-07
1.62E-12
--
243
0.00
AREA 2 OBSERVATION WELLS
Well
Solution
T (ft2/day)
K (It/day)
S
K,/K,
K' (ft/day)
S, (ft 1)
SS' (ft)
S
Sw
Sf
OW2-1
Neuman
25.77
0.0944
0.000186
107.1
--
--
--
0.007401
--
--
OW2-2
Neuman
68.27
0.2501
0.001585
1.778
--
--
--
0.0000273
--
--
OW2-3
Neuman
31.11
0.1140
0.000035
14.96
--
--
--
0.001
--
--
Mean
41.72
1 0.1528
1 0.000602
1 41.3
1
0.00281
1
--
Standard Deviation
23.15
1 0.0848
1 0.000855
1 57.4
1
0.00401
1
--
Note: Aquifer thickness (b) assumed to be 273 feet for Area 1 and 270 feet for Area 2.
T = Transmissivity (ft2/day)
K = Hydraulic conductivity of the aquifer [Theis & Neuman solutions] or fractures [Moench solution] (ft/day)
K' = Hydraulic conductivity of matrix (ft/day)
K)Kr = Hydraulic conductivity anisotropy ratio (dimensionless)
S = Storativity (dimensionless)
S, = Fracture specific storage (11-1)
SS = Matrix specific storage (ft-1)
Sy = Specific yield (dimensionless)
Ste, = Wellbore skin factor (dimensionless)
Sf = Fracture skin factor (dimensionless)

TABLE 3
SUMMARIZED RESULTS OF LABORATORY ANALYSIS
GROUNDWATER SAMPLES COLLECTED FROM PUMPING WELLS PW-1 AND PW-2
Carolina Sunrock
Caswell County Property
Prospect Hill, North Carolina
Well I.D.:
PW-1
PW-2
S.W.
Sample Date:
5/8/19
5/3/19
Std. (2)
EPA Method 200.7 (µg/L) (1)
Barium
14.9
11.5
1,000(3)
Calcium
35,100
45,800
NS
Magnesium
8,640
16,100
NS
Manganese
134
317
50 (3)(4)
Potassium
2,580 B
2,660
NS
Sodium
16,200
13,500
NS
Sulfur
7,000
4,090
NS
EPA Method 245.1 (µg/L)
-F
Mercury
<0.200
0.461 B
0.012(5)
1) Method compounds detected in one or more samples are listed.
2) NC surface water standard per 15A NCAC 213 or U.S. EPA National Recommended Water Quality Criteria (NRWQC).
3) Human health criteria.
4) Per NC surface water standards table - "EPA approved removal of NC human health standards [for manganese] as part of
2007-2016 Triennial review due to high natural occurrence in NC surface waters. The EPA NRWQC remains here as
guidance for instances when toxicity information is needed. "
5) Freshwater aquatic life criteria.
NS = No surface water standard exists.
B = The same analyte was detected in the associated laboratory blank.
Concentrations listed in bold type are above surface NC water standard or U.S. EPA National Criteria.
PIEDMONT GEOLOGIC, P.C. Page 1 of l

TABLE 4
SUMMARY OF WATER -SUPPLY WELLS LOCATED WITHIN 0.5-MILES
Carolina Sunrock
Caswell County Property
Prospect Hill, North Carolina
Location I.D.
Number (1)
Approximate Distance
and Direction (2)
Property Address
Property
Use/Type
Current Property Owner(s)
Confirmed WSW Based
on County Records? (3)
Reported Depth, Static Water Level, and Yield of WSW (4)
Street
City
County
Depth
Static Water Level
Yield
1
20 feet / W
Wrenn Rd. (5)
Prospect Hill
Caswell
Agricultural
ETREE LLC
Yes
N/A
N/A
N/A
2
0 feet / SW
1238 Wrenn Rd.
Prospect Hill
Caswell
Agricultural (6)
ETREE LLC
Yes
N/A
N/A
N/A
3
2,350 feet / NW
523 Russell Loop Rd.
Prospect Hill
Caswell
Residential
Janice R Bullock
Yes
N/A
N/A
N/A
4
2,100 feet / NW
719 Russell Loop Rd.
Prospect Hill
Caswell
Residential/Agricultural
Joe Billy Oakes
Yes
340 feet
24 feet
10 gpm
5
2,200 feet / N
1063 Russell Loop Rd.
Prospect Hill
Caswell
Residential/Agricultural
Big Acorn Farm LLC
Yes
N/A
N/A
N/A
6
2,350 feet / N
1102 Russell Loop Rd.
Prospect Hill
Caswell
Residential
Christopher B Langley & Jerri N Thompson
Yes
160 feet
25 feet
15 gpm
7
1,950 feet / NW
523 Russell Loop Rd.
Prospect Hill
Caswell
Residential
Harvey B Wade Jr.
Yes
N/A
N/A
N/A
8
1,800 feet / NW
595 Russell Loop Rd.
Prospect Hill
Caswell
Residential
Dennis Murray & Lessie Dishman
Yes
N/A
N/A
N/A
9
950 feet / NW
115 Beaver Falls Dr
Prospect Hill
Caswell
Residential
Gene M & Sylvia C Herbert
Yes
157 feet
14 feet
15 gpm
10
650 feet / NW
206 Beaver Falls Dr.
Prospect Hill
Caswell
Residential
Sara Christine Cook
Yes
145 feet
21 feet
7-8 gpm
11
1,000 feet / NW
258 Beaver Falls Dr.
Prospect Hill
Caswell
Residential/Agricultural
Lora Worsham
Yes
105 feet
16 feet
30 gpm
12
1,350 feet / N
802 Russell Loop Rd.
Prospect Hill
Caswell
Residential
Dale R Kemper (trustee)
Yes
N/A
N/A
N/A
13
1,550 feet / N
915 Russell Loop Rd.
Prospect Hill
Caswell
Residential
Dorothy W Dix & Richard E Wilborne
Yes
N/A
N/A
N/A
14
450 feet / N
28 Henry Daniels Rd.
Prospect Hill
Caswell
Residential/Agricultural
Dale R Kemper (trustee)
Yes
165 feet
22 feet
9 gpm
15
8,500 feet / N
200 Henry Daniels Rd.
Prospect Hill
Caswell
Residential/Agricultural
Karen Oestreicher, et al.
Yes
186 feet
35 feet
8 gpm
16
1,600 feet / N
152 Henry Daniels Rd.
Prospect Hill
Caswell
Residential
Oscar & Teresa Gammon III
Yes
N/A
N/A
N/A
17
1,300 feet / NE
Henry Daniels Rd. (5)
Prospect Hill
Caswell
Residential
Tom & Donna Nicholais
Yes
N/A
N/A
N/A
18a
1,550 feet / W
1262 Tom Bowes Rd.
Hurdle Mills
Person
Residential
Amy C McCauley
Yes
142 feet
6 feet
8 gpm
18b
562 feet
29 feet
0.5 gpm
19
750 feet / W
Goose Creek Rd. (5)
Prospect Hill
Caswell
Residential
Georgia T Lewis & Jeffrey G Gravitte
Yes
N/A
N/A
N/A
20
650 feet / W
971 Goose Creek Rd.
Prospect Hill
Caswell
Residential
William N & Donna H Brown
Yes
N/A
N/A
N/A
21
750 feet / W
950 Goose Creek Rd.
Prospect Hill
Caswell
Residential/Agricultural
Parker Pruitt & Rita Hudgins
Yes
N/A
N/A
N/A
22
1,750 feet / W
Tom Bowes Rd. (5)
Hurdle Mills
Person
Residential
Joanne Howerton
Yes
N/A
N/A
N/A
23
2,000 feet / W
Tom Bowes Rd. (5)
Hurdle Mills
Person
Residential
Joanne Howerton
Yes
N/A
N/A
N/A
24
2,100 feet / W
Tom Bowes Rd. (5)
Hurdle Mills
Person
Residential
Ralph B Warren
Yes
N/A
N/A
N/A
25
700 feet / S
2101 Wrenn Rd.
Prospect Hill
Caswell
Residential
Nathaniel C & Jesse D Talley
Yes
180 feet
39 feet
40 gpm
26
1,800 feet / S
2592 Wrenn Rd.
Prospect Hill
Caswell
Residential/Agricultural
Christopher & Julie Woerdeman
Yes
160 feet
30 feet
8 gpm
27
2,500 feet / SW
1275 Carver Rd.
Prospect Hill
Caswell
Residential
John W & Pamela H Carver
Yes
400 feet
30 feet
15 gpm
28
2,500 feet / SW
1209 Carver Rd.
Prospect Hill
Caswell
Residential
Christopher M & Carrie Andrews
Yes
145 feet
Not listed
20 gpm
29
1,850 feet / SW
989 Carver Rd.
Prospect Hill
Caswell
Residential/Agricultural
John T Jr & Patricia M Carver
Yes
N/A
N/A
N/A
30
2,600 feet / SW
981 Carver Rd.
Prospect Hill
Caswell
Residential
Jonathon B Carver
Yes
200 feet
23 feet
43 gpm
(1) Refer to Figure 9 ("Locations of Water -Supply Wells") for I.D. numbers.
(2) Minimum distance from estimated extent of hydraulic influence due to dewatering of proposed quarry pits (based on pit depths of 300 feet).
(3) WSW confirmed based on Caswell County or Person County Health Department and/or tax card records.
(4) Based on well construction records and/or permits filed with County. Well depths and static water levels referenced in feet below grade.
(5) No specific street numbers listed for property in County GIS record or tax card. Refer to Figure 9 for actual location.
(6) Property also contains a vacant/abandoned residential structure.
Note: Property owner, use/type, and address information obtained from Caswell County and Person County GIS websites.
WSW = Water -supply well
N/A = Well construction record not available in County records.
gpm = Gallons per minute

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX A
BORING LOGS
PIEDMONT GEOLOGIC, P.C.

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: OW1-1
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 3/28/2019 - 3/29/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-33' bgs; 5.5" (air hammer bit) from 33'-300' bgs.
REMARKS: Area 1 observation well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 2.5' ags to 33' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 33' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 33' bgs
REMARKS: Open hole in bedrock from 33' to 300' bgs. Completed as a stickup well (-2.5' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-5-
-
-10-
-15-
-20-
-
-25-
-
-
-30-
0'- 9': Light brown to VF-C grained sand, some silt, dry.
9' -22': Brown silt, some VF grained sand, mosit, possibly
highly weathered diabase.
22' - 26': SAA
26' -35': SAA, color change from light brown to brown, silt,
trace -little sand and gravel, moist, slightly weathered.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: OW1-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/28/2019 - 3/29/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC
(ppm) COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-
-35-
-
-40-
-
-45-
-50-
-55-
-60-
-
-65-
-70-
-75-
Set 6.125" PVC casing to 33' bgs.
35' - 42': Rock cuttings very light brown to white (diorite),
unweathered.
42' - 50': SAA
50' - 62': SAA, vuttings dark gray to dark brown, wet.
62' - 82': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: OW1-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/28/2019 - 3/29/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-
-85-
-90-
-95-
-100-
-
-105-
-110-
-115-
-120-
82' - 102': SAA
102' - 122': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: OW1-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/28/2019 - 3/29/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA
142' - 162': SAA, cuttings still dark gray.
162' - 182': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: OW1-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/28/2019 - 3/29/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA
202' - 222': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: OW1-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/28/2019 - 3/29/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA
242' - 262': SAA
262' - 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: OW1-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/28/2019 - 3/29/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: OW1-2
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 4/2/2019 - 4/3/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-47' bgs; 5.5" (air hammer bit) from 47'-300' bgs.
REMARKS: Area 1 observation well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 2.5' ags to 47' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 47' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 47' bgs
REMARKS: Open hole in bedrock from 47' to 300' bgs. Completed as a stickup well (-2.5' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-
-5-
-10-
-15-
-20-
-
-
-
-25-
-30-
0'- 22': Light brown VF-C grained sand, some silt, trace quartz
gravel, dry.
22' - 52': SAA, moist, wet at 30-35 feet, getting into highly
weathered rock at 30'. Softer zone 30-37 feet. More
solid rock 37-42 feet. Cuttings dark brown at 40'
(diabase).
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: OW1-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/2/2019 - 4/3/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC
(ppm) COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-35-
-40-
-45-
-
-50-
-
-55-
-60-
-
-65-
-70-
-75-
Set 6.125" PVC casing to 47' bgs.
52' - 62': SAA (diabase), dry, no significant water -bearing fractures.
62' - 82': SAA, cuttings now light gray, likely still diabase, moist.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: OW1-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/2/2019 - 4/3/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-
-85-
-90-
-95-
-100-
-
-105-
-110-
-115-
-120-
82' - 102': SAA
102' -122': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: OW1-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/2/2019 - 4/3/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA, possible fracture(s) around 126-130'.
142' - 162': SAA
162' - 182': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: OW1-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/2/2019 - 4/3/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA
202' - 222': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: OW1-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/2/2019 - 4/3/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA
242' - 262': SAA
262' - 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: OW1-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/2/2019 - 4/3/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: OW1-3
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 4/4/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-52' bgs; 5.5" (air hammer bit) from 52'-300' bgs.
REMARKS: Area 1 observation well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 2' ags to 52' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 52' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 52' bgs
REMARKS: Open hole in bedrock from 52' to 300' bgs. Completed as a stickup well (-2' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-5-
-10-
-15-
-
-20-
-
-
-25-
-30-
0'- 17': Light brown VF-C grained sand, some silt, dry.
17 ' - 22': Light brown VF-C drained sand, trace quartz gravel.
22' - 34': SAA, moist to wet (wet 30-33 feet), highly weathered
rock with depth.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: OW1-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/4/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-
-35-
-40-
-
-45-
-50-
-
-
-55-
-60-
-
-65-
-70-
-75-
34' - 42': Weathered rock, increasing hardness with depth, fairly
solid around 37', wet, brown to dark brown cuttings.
42' - 52': Rock (unweathered).
Set 6.125" PVC casing to 52' bgs.
52'- 62': SAA
62' - 82': SAA, moist -wet (possible fractures).
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: OW1-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/4/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-
-85-
-90-
-95-
-100-
-
-105-
-110-
-115-
-120-
82' - 102': SAA
102' - 122': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: OW1-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/4/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA
142' - 162': SAA
162' - 182': SAA, no significant water -bearing fractures encountered ye
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: OW1-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/4/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA
202' - 222': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: OW1-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/4/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA
242' - 262': SAA
262' - 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: OW1-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/4/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: OW2-1
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 3/18/2019 - 3/19/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-49' bgs; 5.5" (air hammer bit) from 49'-300' bgs.
REMARKS: Area 2 observation well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 2' ags to 49' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 49' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 49' bgs
REMARKS: Open hole in bedrock from 49' to 300' bgs. Completed as a stickup well (-2' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-5-
-
-10-
-15-
-20-
-
-25-
-
-30-
0'- 8': Light brown silt and VF-F grained sand.
8' - 22': SAA, with highly weathered rock.
22' - 26': SAA, very soft zone, moist.
26' - 42': SAA, somewhat harder.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: OW2-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/18/2019 - 3/19/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC
(Ppm) COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-35-
-40-
-
-45-
-
-50-
-
-55-
-60-
-
-65-
-70-
-75-
35': SAA, wet.
42' - 50': SAA, wet, increasing hardness with depth.
Set 6.125" PVC casing to 49' bgs.
50'- 62': SAA, color change to brown / dark brown. Very hard rock
(diabase).
62' - 82': SAA, very hard rock, possible fractures (cuttings moist -wet).
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: OW2-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/18/2019 - 3/19/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-85-
-90-
-95-
-100-
-
-105-
-110-
-
-115-
-120-
102' - 114': SAA, diabase, wet.
114' - 122': SAA with apparent water -bearing fracture.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: OW2-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/18/2019 - 3/19/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA
142' - 162': SAA
162' - 182': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: OW2-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/18/2019 - 3/19/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA, with water -bearing fracture around 190' to 195'.
202' - 222': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: OW2-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/18/2019 - 3/19/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA, possioble weathered zone around 230' to 231'.
242' - 262': SAA
262' 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: OW2-1 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/18/2019 - 3/19/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: OW2-2
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 3/19/2019 - 3/20/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-36' bgs; 5.5" (air hammer bit) from 36'-300' bgs.
REMARKS: Area 2 observation well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 2' ags to 36' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 36' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 36' bgs
REMARKS: Open hole in bedrock from 36' to 300' bgs. Completed as a stickup well (-2' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-5-
-10-
-
-15-
-20-
-
-25-
-30-
0' - 10': Light brown VF-F grained sand, some silt.
10' - 22': Light brown VF-C grained sand, some silt, getting into
highly weathered rock (still unconsolidated).
22' - 30': SAA, increasing hardness, some gravel.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: OW2-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/19/2019 - 3/20/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC
(ppm) COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-
-35-
-
-40-
-
-
-45-
-50-
-
-
-55-
-60-
-
-65-
-70-
-75-
30' - 40': SAA, getting harder with depth (drill bit chattering),
unweathered rock.
Set 6.125" PVC casing to 36' bgs.
40'- 42': SAA, color change from light brown to light grey (diorite),
wet.
42' - 50: SAA
50' - 52: SAA
52' - 62': Color change back to brown / dark brown, rock much
harder (diabase).
62' - 82': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: OW2-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/19/2019 - 3/20/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-
-
-85-
-90-
-95-
-100-
-
-105-
-110-
-115-
-120-
82' - 102': SAA, cuttings coming up wet but no significant
water -bearing fracture encountered yet (smaller fractures).
102' - 122': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: OW2-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/19/2019 - 3/20/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA, cuttings moist -wet.
142' - 162': SAA
162' - 182': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: OW2-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/19/2019 - 3/20/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA
202' - 222': SAA, with small water -bearing fracture within this interval.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: OW2-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/19/2019 - 3/20/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA
242' - 262': SAA
262' - 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: OW2-2 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/19/2019 - 3/20/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: OW2-3
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 3/22/2019 & 3/26/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-69' bgs; 5.5" (air hammer bit) from 69'-300' bgs.
REMARKS: Area 2 observation well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 1.5' ags to 69' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 69' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 69' bgs
REMARKS: Open hole in bedrock from 69' to 300' bgs. Completed as a stickup well (-1.5' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-
-5-
-10-
-15-
-20-
-
-25-
-30-
0'- 22': Light brown VF-F grained sand and silt. Some M-C grained
sand, dry.
22' - 35': SAA, highly weathered rock, light brown to brown.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: OW2-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/22/2019 & 3/26/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-35-
-40-
-
-
-45-
-50-
-55-
-60-
-
-65-
-
-70-
-75-
35' - 42': SAA, getting harder with depth, wet at 35 to 40 feet.
42'- 62': SAA, color change to brown / dark brown rock with
increasing hardness with depth, little weathering.
62' - 82': SAA, hard rock; possiblly some fractures (cuttings moist).
Set 6.125" PVC casing to 69' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: OW2-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/22/2019 & 3/26/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-
-85-
-90-
-95-
-100-
-
-105-
-110-
-115-
-120-
82' - 102': SAA
102' - 122': SAA, very solid rock.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: OW2-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/22/2019 & 3/26/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA
142' - 162': SAA
162' - 182': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: OW2-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/22/2019 & 3/26/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA
202' - 222': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: OW2-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/22/2019 & 3/26/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA
242' - 250': SAA, with water -bearing fracture at 250 feet.
250'- 262': SAA
262' - 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: OW2-3 ICLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/22/2019 & 3/26/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: PW-1
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 4/1/2019 - 4/2/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-52' bgs; 5.5" (air hammer bit) from 52'-300' bgs.
REMARKS: Area 1 pumping well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 3.5' ags to 52' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 52' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 52' bgs
REMARKS: Open hole in bedrock from 52' to 300' bgs. Completed as a stickup well (-3.5' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-5-
-10-
-
-
-
-15-
-20-
-
-
-25-
-30-
0 ' - 11': Light brown VF-C grained sand, some silt, dry
11' - 13': White to light gray cuttings, silt, some VF-F grained sand,
d ry.
13' - 22': Light brown VF-C grained sand, trace quartz gravel, mosit.
22' - 34': SAA, moist to wet (wet 30-33 feet), highly weathered
rock with depth.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: PW-1 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/1/2019 - 4/2/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-
-35-
-40-
-
-45-
-50-
-
-55-
-60-
-
-65-
-70-
-75-
34' - 42': Weathered rock, increasing hardness with depth, fairly
solid around 37', wet, brown to dark brown cuttings.
42' - 62': Rock (unweathered).
Set 6.125" PVC casing to 52' bgs.
62' - 82': SAA, rock cuttings appear to be diabase and quartz.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: PW-1 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/1/2019 - 4/2/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-
-85-
-90-
-95-
-100-
-
-105-
-110-
-115-
-120-
82' - 102': SAA; cuttings moist -wet.
102' - 122': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: PW-1 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/1/2019 - 4/2/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA
142' - 162': SAA
162' - 182': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: PW-1 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/1/2019 - 4/2/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA
202' - 222': SAA, rock still appears to be diabase.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: PW-1 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/1/2019 - 4/2/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA
242' - 262': SAA
262' - 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: PW-1 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 4/1/2019 - 4/2/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 1 OF 7
BORING/WELL I.D.: PW-2
CLIENT: Carolina Sunrock
DATE(S) DRILLED: 3/20/2019 - 3/21/2019
PROJECT NAME: Caswell County Hydro Study
LOGGED BY: J. Murphrey
PROJECT NO.: 1925
DRILL METHOD: Truck -mounted Drilltech T25KW
PROJECT LOCATION: Wrenn Road, Prospect Hill, NC
SAMPLING METHOD/INTERVAL: Logged from cuttings.
DRILLING CONTR.: Carolina -Virginia Well Co.
BORING DIAMETER: 8" (air hammer bit) from 0'-64' bgs; 5.5" (air hammer bit) from 64'-300' bgs.
REMARKS: Area 2 pumping well.
WELL CONSTRUCTION INFORMATION
OUTER CASING SIZE/MATERIAL: 6.125" I.D. Sch. 40 PVC
OUTER CASING INTERVAL: 3.5' ags to 64' bgs
INNER CASING SIZE/MATERIAL: N/A
INNER CASING INTERVAL: N/A
SCREEN SIZE/MATERIAL: N/A; open hole in bedrock
SCREEN INTERVAL: 64' bgs to 300' bgs
SAND PACK SIZE/MATERIAL: N/A
SAND PACK INTERVAL: N/A
GROUT TYPE: Portland Cement
BENTONITE SEAL INTERVAL: N/A
DEVELOPMENT METHOD/TIME: Flushed out with rig's air tooling
IGROUT INTERVAL: 0' bgs to 64' bgs
REMARKS: Open hole in bedrock from 64' to 300' bgs. Completed as a stickup well (-3.5' of stickup).
DESCRIPTIVE LOG
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCS
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-0-
-
-
-5-
-10-
-15-
-20-
-
-25-
-30-
0'- 22': Light brown silt and VF-F grained sand, dry, some M-C
grained sand. Lower 5-10 ft slightly more competent than
above (highly weathered rock).
22' - 32': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
III Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 2 OF 7
BORING/WELL I.D.: PW-2 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/20/2019 - 3/21/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs
(ppm)
GRAPHIC
COLUMN
DEPTH
(FT)
DESCRIPTION OF MATERIAL
-30-
-
-
-35-
-40-
-
-45-
-50-
-55-
-60-
-
-
-65-
-70-
-75-
32' - 42': Color change from light brown to brown / dark brown,
moist to wet, getting harder.
42' - 62': SAA, color more light brown to light grey, hard rock.
50': SAA, very hard rock.
62' - 64': SAA
Set 6.125" PVC casing to 64' bgs.
64'- 102': SAA, brown / dark brown, very solid rock.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 3 OF 7
BORING/WELL I.D.: PW-2 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/20/2019 - 3/21/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-75-
-80-
-85-
-90-
-95-
-100-
-
-105-
-110-
-115-
-120-
102' - 122': SAA, very hard rock, cuttings are moist -wet.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 4 OF 7
BORING/WELL I.D.: PW-2 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/20/2019 - 3/21/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-120-
-
-125-
-130-
-135-
-140-
-
-145-
-150-
-155-
-160-
-
-165-
122' - 142': SAA
142'- 162': SAA
162' -182': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 5 OF 7
BORING/WELL I.D.: PW-2 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/20/2019 - 3/21/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-170-
-175-
-180-
-
-185-
-190-
-195-
-200-
-
-205-
-210-
-215-
182' - 202': SAA
202' - 222': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 6 OF 7
BORING/WELL I.D.: PW-2 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/20/2019 - 3/21/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-220-
-
-225-
-230-
-235-
-240-
-
-245-
-250-
-255-
-260-
-
-265-
222' - 242': SAA, water -bearing fracture around 225-230 feet.
242' - 262': SAA
262' - 282': SAA
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

BORING/WELL LOG
PIEDMONT G EOLOGIC, P.C.
SHEET: 7 OF 7
BORING/WELL I.D.: PW-2 CLIENT/PROJECT: Carolina Sunrock IDATE(S) DRILLED: 3/20/2019 - 3/21/2019
DESCRIPTIVE LOG (continued)
CORE RUN
INTERVAL (FT)
SAMPLE
INTERVAL (FT)
PID VOCs GRAPHIC DEPTH
(ppm) COLUMN (FT)
DESCRIPTION OF MATERIAL
-270-
-275-
-280-
-
-285-
-290-
-295-
-300-
-305-
-310-
-315-
282' - 300': SAA
End boring at 300' bgs.
HSA
Hollow stem auger
■ Native soil/rock
VF
Very fine
ags
Above ground surface
Sand pack
F
Fine
bgs
Below ground surface
Bentonite seal
M
Medium
I.D.
Inside diameter
Cement/bentonite grout
C
Coarse
Well casing
H Well screen

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX B
GRAPHS (GROUNDWATER LEVELS VS TIME)
PIEDMONT GEOLOGIC, P.C.

CD-12 (BACKGROUND OBSERVATION WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
APRIL 30 - MAY 91,2019
570.00
PW-2 pump ON PW-2 pump OFF PW-1 pump ON PW-1 pump OFF
5/l/19 at 12:00 5/3/19 at 7:00 5/7/19 at 10:45 5/8/19 at 9:00
I I I I
560.00
I I I I
I I
I I I
550.00
I I I I
I I I I
540.00
I I I I
Note: Transducer was removed from
CD-12 for use in Area 1 test.
530.00
I I I I
I I I I
520.00
I I I I
I I I I
I I I I
510.00
Legend
• Transducer data
I I I I
500.00 • Manual gauging data
I I
I I I I
I I I I
490.00 4/30/19 5/1/19 5/2/19 5/3/1 5/4/19 5/5/19 5/6/19 5/7/19 5/8/19 5/9/19
OOo0oo00000000000000000000000000000000000000000000000000
OOo0o0o000000oo00O0000000O000000000000000000000000000000
................................................................................................................
N�lOOOIto0N�l000It00Cq C)Ito0N`000�T00 110 It00N11000IT0ON11000'to0N11000't00 11000't00N110
'--+ •--+ N '--+ ---i N ---i --� N '--+ --� N --i � N ,� � N � ,� N � ,� N ,� � N ,--i �
D ate/Time

570.00
560.00
wi 11,
a
540.00
530.00
W
520.00
0
C7
510.00
611111 full
PW-2 (AREA 2 PUMPING WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
APRIL 30 - MAY 61,2019
Pump ON 5/1/19 at 12:00
4/30/19 5/1/19
Pump OFF 5/3/19 at 7:00
Temporary shutdowns
of the generator to refuel
Water level dropped
below transducer
5/2/19 5/3/19
5/4/19
5/5/19
5/6/19
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
N� 0 0� 00 N � 0 0 It 00 N �c 0 0 00 N 110 O o't 00 N `0 O o 00 N 110 O o 00 N
' + • + N - i ' + N • + • + N -- N � N -- � N
Date/Time

a
0
144
0
W
3
0
570.00
560.00
550.00
IZIZ11
530.00
520.00
510.00
611111 full
OW2-1 (AREA 2 OBSERVATION WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
APRIL 30 - MAY 61,2019
Pump ON 5/1/19 at 12:00
Pump OFF 5/3/19 at 7:00
I I
I I
I I
I I
I I
I I
4/30/19 5/1/19 5/2/19 5/3/191
5/4/19
5/5/19
5/6/19
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
N� 0 0� 00 N � 0 0 It 00 N �c 0 0 00 N 110 O o't 00 N `O O o 00 N 110 O O � oc N
' + • + N - i ' + N • + • + N -- N N -- N
Date/Time

570.00
560.00
GW1 11,
a
c° 540.00
530.00
W
a�
520.00
0
L7
510.00
611111 full
OW2-2 (AREA 2 OBSERVATION WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
APRIL 30 - MAY 61,2019
Pump ON 5/1/19 at 12:00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
N 0 0t 00 N 0 0 It 00 N �O 0 0 00 N 110 0 0't 00 N `O 0 0 t 00 N 110 O O � oc N
Date/Time

570.00
560.00
550.00
IZIZ11
530.00
520.00
510.00
611111 full
W1111111
OW2-3 (AREA 2 OBSERVATION WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
APRIL 30 - MAY 61,2019
Pump ON 5/1/19 at 12:00 Pump OFF 5/3/19 at 7:00
I I
I I
I I
I I
I I
I I
4/30/19 5/1/19 5/2/19 5/3/191
5/4/19
5/5/19
5/6/19
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
N 0 0� 00 N 0 0 It 00 N �O 0 0 00 N 110 O o't 00 N `O O o 00 N 110 O O � oc N
' + • + N - i ' + N • + • + N -- N N -- N
Date/Time

570.00
560.00
550.00
540.00
530.00
r-.
CA
520.00
510.00
500.00
490.00
w
480.00
470.00
0
460.00
C7
450.00
440.00
430.00
420.00
410.00
0
0
N
PW-1 (AREA 1 PUMPING WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
MAY 6-992019
Pump on 5/7/19 at 10:45
Pump off 5/8/19 at 9:00
Water level dropped
below transducer
19 5/7/19 1 5/8/19 1 5/9/19
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
\0 O O � 00 N `O O O 00 N
Date/Time
0 0
00 N
Ata

570.00
560.00
550.00
540.00
530.00
r-.
CA
520.00
C.)
510.00
500.00
490.00
w
480.00
470.00
0
460.00
C7
450.00
440.00
430.00
420.00
410.00
0
0
N
OWI-1 (AREA 1 OBSERVATION WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
MAY 6-992019
Pump on 5/7/19 at 10:45 Pump off 5/8/19 at 9:00
1 1
I I
I I
I I
I I
I I
I I
I I
I
I
I
Water level dropped
1 below transducer
I
I
I
I
I
I
I
I
I
I
I
Legend
• Transducer data
Manual gauging data
19 5/7/19 1 5/8/19 1 5/9/19
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
\O O O � 00 N `O O O 00 N `O O O 00 N
Date/Time

570.00
560.00
550.00
540.00
530.00
r-.
CA
520.00
510.00
500.00
490.00
w
480.00
470.00
0
460.00
C7
450.00
440.00
430.00
420.00
410.00
0
0
N
OWI-2 (AREA 1 OBSERVATION WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
MAY 6-992019
Pump on 5/7/19 at 10:45
yat9:UU
XX
Water level dropped
below transducer
Legend
Transducer data
Manual gauging data
I I
I I
I I
I I
I I
I I
I I
I I
I I
19 5/7/19 1 5/8/19 5/9/19
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
\0 O O � 00 N `O O O 00 N `O O O 00 N �O
Date/Time

570.00
560.00
550.00
540.00
530.00
oA
520.00
U
4-1
°
510.00
0
0
500.00
490.00
a�
480.00
470.00
0
460.00
a�
Q
450.00
440.00
430.00
420.00
410.00
0
0
N
OWI-3 (AREA 1 OBSERVATION WELL)
GROUNDWATER LEVELS VERSUS TIME
CAROLINA SUNROCK - CASWELL COUNTY PROPERTY
MAY 6-992019
Pumb on 5/7/19 at 10:45
` Pump off 5/8/19 at 9:00
I I
I I
I I
I I
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
Legend
Transducer data
Manual gauging data
I I
I I
I I
I I
I I
I I
I I
I I
I I
119 5/7/19 1 5/8/19 5/9/19
1-
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
\0 O O � 00 N `0 O O 00 N `O O O 00 N �O
Date/Time

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX C
AQTESOLV CURVE -MATCHING OUTPUTS
PIEDMONT GEOLOGIC, P.C.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX C-1
AREA 2 AQTESOL V O UTPUTS
PIEDMONT GEOLOGIC, P.C.

Index of Area 2 AQTESOLV Outputs
1. Neuman solution (OW2-1 only)
2. Neuman solution (OW2-2 only)
3. Neuman solution (OW2-3 only)
4. Neuman solution (All wells) — Mean of solutions for individual wells
5. Neuman solution (Distance-Drawdown) — Mean of solutions for individual wells

100.
Neuman solution (OW2-1 only)
X
s 10.
p
I
a
c
e
m 1.
e
n
t
f 0.1
t
0.01
1
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
line e
AREA 2
Data Set: S:\...\Area 2 - AQTESOLV.agt
Date: 07/02/19 Time: 15:57:39
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-2
Test Date: 5/1 /19 - 5/3/19
AQUIFER DATA
Saturated Thickness: 270. ft
WELL DATA
Pumaina Wells
Well Name
X ft
Y (It
PW-2
0
Aquifer Model: Unconfined
T = 25.77 ft2/day
Sy = 0.007401
Observation Wells
Well Name
X ft
Y (fat
OW2-1
30.5
0
I
SOLUTION
Solution Method: Neuman
S = 0.0001861
Kz/Kr = 107.1

100.
Neuman solution (OW2-2 only)
X
s 10.
p
I
a
c
e
m 1.
e
n
t
f 0.1
t
0.01
1
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
line e
AREA 2
Data Set: S:\...\Area 2 - AQTESOLV.agt
Date: 07/02/19 Time: 15:59:39
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-2
Test Date: 5/1 /19 - 5/3/19
AQUIFER DATA
Saturated Thickness: 270. ft
WELL DATA
Pumaina Wells
Well Name
X ft
Y (It
PW-2
0
Aquifer Model: Unconfined
T = 68.27 ft2/day
Sy = 0.000273
Observation Wells
Well Name
X ft
Y fat
OW2-2
1 253.5
1 0
I
SOLUTION
Solution Method: Neuman
S = 0.0001585
Kz/Kr = 1.778

100.
Neuman solution (OW2-3 only)
X
s 10.
p
I
a
c
e
m 1.
e
n
t
c
f 0.1
t
0.01
1
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
7rrrre-rS7e
AREA 2
Data Set: S:\...\Area 2 - AQTESOLV.agt
Date: 07/02/19 Time: 16:01:02
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-2
Test Date: 5/1/19 - 5/3/19
AQUIFER DATA
Saturated Thickness: 270. ft
WELL DATA
Pumaina Wells
Well Name
X ft
Y ft
PW-2
0
0
Aquifer Model: Unconfined
T = 31.11 ft2/day
Sy = 0.001
Observation Wells
Well Name
X ft
Y ft
OW2-3
85.5
0
I
Solution Method: Neuman
S = 3.458E-5
Kz/Kr = 14.96

Neuman solution (All wells) — Mean of solutions for individual wells
100.
X
s 10.
p
I
a
c
e
m 1.
e
n
t
f 0.1
001
1. 10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
Data Set: S:\...\Area 2 - AQTESOLV
Date: 07/04/19
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, INC
Test Well: PW-2
Test Date: 5/1/19 - 5/3/19
Saturated Thickness: 270. ft
Pumnina Wells
iffie Q
AREA 2
Time: 10:45:17
PROJECT INFORMATION
AQUIFER DATA
WELL DATA
Well Name
X ft
Y ft
PW-2
0
0
Aquifer Model: Unconfined
T = 41.72 ft2/day
Sy = 0.00281
Observation Wells
Well Name
X ft
Y ft
PW-2
0
0
OW2-1
30.5
0
OW2-2
253.5
0
OW2-3
85.5
0
SOLUTION
Solution Method: Neuman
S = 0.000602
Kz/Kr = 41.3

Neuman solution (Distance-Drawdown) — Mean of solutions for individual wells
70.
D 56
i
s
p
a 41.9
c
e
m
e
t 27.9
f
t 13.8
02
0.1 1. 10. 100. 1000. 1.0E+4
AREA 2
Data Set: S:\...\Area 2 - AQTESOLV.agt
Date: 07/04/19 Time: 10:44:09
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-2
Test Date: 5/1/19 - 5/3/19
AQUIFER DATA
Saturated Thickness: 270. ft
WELL DATA
Pum in Wells Observation Wells
Well Name
X ft
Y ft
PW-2
0
0
Well Name
X ft
Y ft
PW-2
0
0
OW2-1
30.5
0
OW2-2
253.5
0
OW2-3
85.5
0
o CD-12
1109
0
SOLUTION
Aquifer Model: Unconfined Solution Method: Neuman
T = 41.72 ft2/day S = 0.000602
Sy = 0.00281 Kz/Kr = 41.3

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX C-2
AREA 1 AQTESOL V OUTPUTS
PIEDMONT GEOLOGIC, P.C.

Index of Area 1 AQTESOLV Outputs
1. Theis solution (OW1-1 only)
2. Theis solution (OW1-2 only)
3. Theis solution (OW1-3 only)
4. Theis solution (All wells) — Mean of solutions for individual wells
5. Theis solution (Distance-Drawdown) — Mean of solutions for individual wells
6. Moench solution (OWl-1 only)
7. Moench solution (OW 1-2 only)
8. Moench solution (OW1-3 only)
9. Moench solution (All wells) — Mean of solutions for individual wells
10. Moench solution (Distance-Drawdown) — Mean of solutions for individual wells

Theis solution (OWl-1 only)
C 1000.
0
r
r
e 100.
c
t
e
d
10.
W.
s
p 1.
I
a
c
e 0.1
m
e
n
t 0.01
f
t
) 0.001
1
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
AREA 1
Data Set: S:\...\Area 1 - AQTESOLV.agt
Date: 07/03/19 Time: 13:18:24
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
WELL DATA
Pumoina Wells
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Unconfined
T = 23.71 ft2/day
Kz/Kr = 1.
Observation Wells
Well Name
X ft
Y
292
Hoft]
IOW1-1
SOLUTION
Solution Method: Theis
S = 1.425E-5
b = 273. ft

Theis solution (OWl-2 only)
C 1000.
0
r
r
e 100.
c
t
e
d
10.
W.
s
p 1.
I
a
c
e 0.1
m
e
n
t 0.01
f
t
) 0.001
1
a
0
0
0
0
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
AREA 1
Data Set: S:\...\Area 1 - AQTESOLV.agt
Date: 07/02/19 Time: 16:23:08
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
WELL DATA
Pumoina Wells
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Unconfined
T = 90.46 ft2/day
Kz/Kr = 1.
Observation Wells
Well Name
X ft
Y ft
OW1-2
99.5
0
I
SOLUTION
Solution Method: Theis
S = 0.0001696
b = 273. ft

Theis solution (OWl-3 only)
C 1000.
0
r
r
e 100.
c
t
e
d
10.
W.
s
p 1.
I
a
c
e 0.1
m
e
n
t 0.01
f
t
) 0.001
1
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
AREA 1
Data Set: S:\...\Area 1 - AQTESOLV.agt
Date: 07/02/19 Time: 16:21:16
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
WELL DATA
Pumoina Wells
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Unconfined
T = 50.08 ft2/day
Kz/Kr = 1.
Observation Wells
Well Name
X ft
Y ft
OW1-3
31
0
I
r�—1=w VaV 1IVI
Solution Method: Theis
S = 0.002119
b = 273. ft

Theis solution (All wells) — Mean of solutions for individual wells
C 1000.
0
r
r
e 100.
c
t
e
d
10.
W.
s
p 1.
I
a
c
e 0.1
m
e
n
t 0.01
f
t
) 0.001
1
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
line (S
AREA 1
Data Set: S:\...\Area 1 - AQTESOLV.agt
Date: 07/03/19 Time: 13:45:20
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
WELL DATA
Pumoina Wells
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Unconfined
T = 63.1 ft2/day
Kz/Kr = 1.
Observation Wells
Well Name
X ft
Y ft
= PW-1
0
0
OW1-1
292
0
OW1-2
99.5
0
OW1-3
31
0
CD-12
2697
0
Solution Method: Theis
S = 0.000768
b = 273. ft

Theis solution (Distance-Drawdown) — Mean of solutions for individual wells
120.
D 96.
i
s
p
I
a 72.
c
e
m
e
n 48.
t
f
t 24.
ram
0
0
0
0
0.1 1. 10. 100. 1000
Data Set: S:\...\Area 1 - AQTESOLV
Date: 07/04/19
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
Pumoino Wells
Time: 10:54:08
PROJECT INFORMATION
WELL DATA
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Unconfined
T = 63.1 ft2/day
Kz/Kr = 1.
1.0E+4
Observation Wells
Well Name
X ft
Y ft
PW-1
0
0
OW1-1
292
0
OW1-2
99.5
0
OW1-3
31
0
CD-12
2697
0
SOLUTION
Solution Method: Theis
S = 0.000768
b = 273. ft

1000.
Moench solution (OWl-1 only)
D 100
s
p
1 10.
a
c
e
m 1.
e
n
t
0.1
(
f
t
0.01
0.001
1
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
Data Set: S:\...\Area 1 - AQTESOLV.agt
Date: 07/02/19
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
Saturated Thickness: 273. ft
Pumaina Wells
rrrnyTsE
AREA 1
Time: 16:57:35
PROJECT INFORMATION
AQUIFER DATA
Slab Block Thickness: 15. ft
WELL DATA
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Fractured
K = 0.1766 ft/day
K' = 0.04229 ft/day
Sw = 500.
r(w) = 0.229 ft
Observation Wells
Well Name
X ft
Y
292
tft
IOW1-1
SOLUTION
Solution Method: Moench w/slab blocks
Ss
= 2.008E-10 ft-1
Ss'
= 2.04E-12 ft-1
Sf
= 5.
r(c)
= 0.255 ft

1000.
Moench solution (OW1-2 only)
D 100
s
p
1 10.
a
c
e
m 1.
e
n
t
0.1
f
t
0.01
0.001
1
0
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
line (s�
AREA 1
Data Set: S:\...\Area 1 - AQTESOLV.agt
Date: 07/02/19 Time: 16:58:47
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
Saturated Thickness: 273. ft
Pumaina Wells
AQUIFER DATA
Slab Block Thickness: 15. ft
WELL DATA
Well Name
X ft
Y ft
PW-1
0
0
Observation Wells
Well Name
X ft
Y
99.5
P't
IOW1-2
SOLUTION
Aquifer Model: Fractured
Solution Method: Moench w/slab blocks
K =
0.2799 ft/day
Ss
= 5.222E-10 ft-1
K' =
0.04229 ft/day
Ss'
= 2.04E-12 ft-1
Sw =
500.
Sf
= 5.
r(w) =
0.229 ft
r(c)
= 0.255 ft

1000.
Moench solution (OWl-3 only)
D 100
s
p
1 10.
a
c
e
m 1.
e
n
t
0.1
f
t
0.01
0.001
1
n
10. 100. 1000. 1.0E+4 1.0E+5 1.0E+6
line (s�
AREA 1
Data Set: S:\...\Area 1 - AQTESOLV.agt
Date: 07/02/19 Time: 16:51:54
PROJECT INFORMATION
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
Saturated Thickness: 273. ft
Pumaina Wells
AQUIFER DATA
Slab Block Thickness: 15. ft
WELL DATA
Well Name
X ft
Y ft
PW-1
0
0
Observation Wells
Well Name
X ft
Y ft
- OW1-3
31
0
I
SOLUTION
Aquifer Model: Fractured
Solution Method: Moench w/slab blocks
K =
0.3287 ft/day
Ss
= 1.272E-6 ft-1
K' =
1.889E-5 ft/day
Ss'
= 4.838E-12 ft-1
Sw =
78.33
Sf
= 5.
r(w) =
0.229 ft
r(c)
= 0.255 ft

Moench solution (All wells) — Mean of solutions for individual wells
1000.
D 100.
s
p
1 10.
a
c
e
m 1.
e
n
t
0.1
f
t
) 0.01
0.001
1
0
10.
Data Set: S:\...\Area 1 - AQTESOLV
Date: 07/04/19
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
Saturated Thickness: 273. ft
Pumnina Wells
100. 1000. 1.0E+4 1.0E+5 1.0E+6
Time: 10:58:27
PROJECT INFORMATION
AQUIFER DATA
Slab Block Thickness: 15. ft
WELL DATA
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Fractured
K = 0.2311 ft/day
K' = 0.0282 ft/day
Sw = 359.
r(w) = 0.229 ft
Observation Wells
Well Name
X ft
Y ft
PW-1
0
0
OW1-1
292
0
OW1-2
99.5
0
OW1-3
31
0
SOLUTION
Solution Method: Moench w/slab blocks
Ss = 4.242E-7 ft-1
Ss' = 2.97E-12 ft-1
Sf = 5.
r(c) = 0.255 ft

Moench solution (Distance-Drawdown) — Mean of solutions for individual wells
160.
128.
s
p
I
a 96.
c
e
m
e
t 64.
f
t 32.
0. L
0.1
1
Data Set: S:\...\Area 1 - AQTESOLV
Date: 07/04/19
Company: Piedmont Geologic
Client: Carolina Sunrock
Project: 1925
Location: Caswell County, NC
Test Well: PW-1
Test Date: 5/7/19 - 5/9/19
Saturated Thickness: 273. ft
Pumnina Wells
10. 100. 1000
Time: 10:59:56
PROJECT INFORMATION
AQUIFER DATA
1.0E+4
Slab Block Thickness: 15. ft
WELL DATA
Well Name
X ft
Y ft
PW-1
0
0
Aquifer Model: Fractured
K = 0.2311 ft/day
K' = 0.0282 ft/day
Sw = 359.
Observation Wells
Well Name
X ft
Y ft
PW-1
0
0
OW1-1
292
0
OW1-2
99.5
0
OW1-3
31
0
CD-12
2697
0
SOLUTION
Solution Method: Moench w/slab blocks
Ss
= 4.242E-7 ft-1
Ss'
= 2.97E-12 ft-1
Sf
= 5.

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX D
LABORATORY RESULTS
PIEDMONT GEOLOGIC, P.C.

aceAnalXical o
National Center for Testing & Innovation
ANALYTICAL REPORT
May 21, 2019
Piedmont Geologic
Sample Delivery Group
Samples Received:
Project Number:
Description:
L1098025
05/11/2019
1925
Sunrock-Caswell Co Hydro
Report To: Jonathan Murphrey
6003 Chapel Hill Road Suite 145
Raleigh, NC 27607
Entire Report Reviewed By: 4�41
Heather J Wagner
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace National
is performed per guidance provided in laboratory standard operating procedures: 060302, 060303, and 060304.
V
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46 1 of 12

TABLE OF CONTENTS ONE LAB. NATIONWIDE.
Cp: Cover Page
1
Fn
Tc: Table of Contents
2
Ss: Sample Summary
3
Cn: Case Narrative
4
Sr: Sample Results
5
FS
PW-1 EFFLUENT L1098025-01
5
[Cn]
Qc: Quality Control Summary
6
Mercury by Method 245.1
6
Fr
Metals (ICP) by Method 200.7
7
GI: Glossary of Terms
10
RC
Al: Accreditations & Locations
11
F,
Sc: Sample Chain of Custody
12
rAl
FSC
ACCOUNT: PROJECT:
SDG: DATE/TIME:
PAGE:
Piedmont Geologic 1925
L1098025 05/21/19 08:46
2 of 12

SAMPLE SUMMARY ONE LAB. NATIONWIDE.
Collected by Collected date/time Received date/time
PW-1 EFFLUENT L1098025-01 WW Jon Murphrey 05/08/1908:50 05/11/1908:45 1C
P
Method
Mercury by Method 245.1
Metals (ICP) by Method 200.7
Batch Dilution Preparation Analysis Analyst Location
date/time date/time
WG1280498 1 05/14/1915:05 05/15/19 09:14 ABL Mt. Juliet, TN
WG1280960 1 05/18/1913:47 05/20/19 23:12 TRB Mt. Juliet, TN
FTC
M
[Cn]
FSr
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46 3 of 12

CASE NARRATIVE
ONE LAB. NATIONWIDE.
FP1
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
FTChave
been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
FSS
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
FSr
FC-1
4�j
�GI
Heather J Wagner
Project Manager
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME:
PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46
4 of 12

1
PW-1 EFFLUENT
Collected date/time: 05/08/19 08:50
Mercury by Method 245.1
SAMPLE RESULTS - 01
L1098025
Result Qualifier RDL
Analyte ug/I ug/I
Mercury ND 0.200
Metals (ICP) by Method 200.7
Dilution Analysis Batch
date / time
1 05/15/2019 09:14 WG1280498
Result
Qualifier RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
date / time
Aluminum
ND
200
1 05/20/2019 23:12
WG1280960
Antimony
ND
10.0
1 05/20/2019 23:12
WG1280960
Arsenic
ND
10.0
1 05/20/2019 23:12
WG1280960
Barium
14.9
5.00
1 05/20/2019 23:12
WG1280960
Beryllium
ND
2.00
1 05/20/2019 23:12
WG1280960
Cadmium
ND
2.00
1 05/20/2019 23:12
WG1280960
Calcium
35100
1000
1 05/20/2019 23:12
WG1280960
Chromium
ND
10.0
1 05/20/2019 23:12
WG1280960
Cobalt
ND
10.0
1 05/20/2019 23:12
WG1280960
Copper
ND
10.0
1 05/20/2019 23:12
WG1280960
Iron
ND
100
1 05/20/2019 23:12
WG1280960
Lead
ND
5.00
1 05/20/2019 23:12
WG1280960
Magnesium
8640
1000
1 05/20/2019 23:12
WG1280960
Manganese
134
10.0
1 05/20/2019 23:12
WG1280960
Nickel
ND
10.0
1 05/20/2019 23:12
WG1280960
Potassium
2580
B 1000
1 05/20/2019 23:12
WG1280960
Selenium
ND
10.0
1 05/20/2019 23:12
WG1280960
Silver
ND
5.00
1 05/20/2019 23:12
WG1280960
Sodium
16200
1000
1 05/20/2019 23:12
WG1280960
Sulfur
7000
1000
1 05/20/2019 23:12
WG1280960
Thallium
ND
10.0
1 05/20/2019 23:12
WG1280960
Vanadium
ND
20.0
1 05/20/2019 23:12
WG1280960
Zinc
ND
50.0
1 05/20/2019 23:12
WG1280960
ONE LAB. NATIONWIDE.
FP1
FTc
FSS
4
- Cn
Rc
F
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46 5 of 12

WG1280498 QUALITY CONTROL SUMMARY
Mercury by Method 245.1 L1098025-01
Method Blank (MB)
(MB) R3411313-1 05/15/19 08:43
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/I ug/I ug/I
Mercury U 0.0490 0.200
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3411313-2 05/15/19 08:45 • (LCSD) R3411313-3 05/15/19 08:47
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/I ug/I ug/I % % % % %
Mercury 3.00 3.23 2.75 108 91.6 85.0-115 16.3 20
L1097670-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1097670-01 05/15/19 08:50 • (MS) R3411313-4 05/15/19 08:52 • (MSD) R3411313-5 05/15/19 09:00
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
Analyte ug/I ug/I ug/I ug/I % % % %
Mercury 3.00 U 2.64 2.57 88.0 85.7 1 70.0-130 2.73
L1098562-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1098562-01 05/15/19 09:02 • (MS) R3411313-6 05/15/19 09:05 • (MSD) R3411313-7 05/15/19 09:07
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
Analyte ug/I ug/I ug/I ug/I % % % %
Mercury 3.00 U 3.34 3.25 111 108 1 70.0-130 2.81
ONE LAB. NATIONWIDE.
RPD Limits
20
RPD Limits
20
— I
Cp
FTc
FSS
4
— Cn
FSr
— �GI
— $AI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46 6 of 12

WG1280960
Metals (ICP) by Method 200.7
Method Blank (MB)
(MB) R3413070-1 05/20/19 22:24
MB Result
Analyte
ug/I
Aluminum
43.5
Antimony
U
Arsenic
U
Barium
U
Beryllium
U
Cadmium
U
Calcium
U
Chromium
U
Cobalt
U
Copper
U
Iron
U
Lead
3.95
Magnesium
U
Manganese
U
Nickel
U
Potassium
530
Selenium
U
Silver
U
Sodium
747
Sulfur
U
Thallium
U
Vanadium
U
Zinc
14.6
MB Qualifier MB MDL
ug/I
J 27.3
J
J
J
J
7.70
6.40
1.00
0.700
0.700
100
1.80
3.00
7.00
28.2
2.00
16.8
2.00
5.80
107
7.60
2.70
93.9
220
6.70
2.60
3.40
MB RDL
ug/I
200
10.0
10.0
5.00
2.00
2.00
1000
10.0
10.0
10.0
100
5.00
1000
10.0
10.0
1000
10.0
5.00
1000
1000
10.0
20.0
50.0
QUALITY CONTROL SUMMARY
L1098025-01
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3413070-2 05/20/19 22:27 • (LCSD) R3413070-3 05/20/19 22:29
Spike Amount
LCS Result
LCSD Result
LCS Rec.
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
Analyte
ug/I
ug/I
ug/I
%
%
%
%
%
Aluminum
10000
9910
9780
99.1
97.8
85.0-115
1.30
20
Antimony
1000
1050
1030
105
103
85.0-115
1.53
20
Arsenic
1000
1020
991
102
99.1
85.0-115
2.93
20
Barium
1000
1060
1040
106
104
85.0-115
1.93
20
Beryllium
1000
1040
1020
104
102
85.0-115
2.02
20
Cadmium
1000
1040
1020
104
102
85.0-115
1.99
20
Calcium
10000
10300
10100
103
101
85.0-115
1.40
20
Chromium
1000
997
991
99.7
99.1
85.0-115
0.636
20
Cobalt
1000
1020
1000
102
100
85.0-115
2.17
20
Copper
1000
991
983
99.1
98.3
85.0-115
0.851
20
ONE LAB. NATIONWIDE.
FP1
FTc
FSS
4
Cn
FSr
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46 7 of 12

WG1280960 QUALITY CONTROL SUMMARY
Metals (ICP) by Method 200.7 L1098025-01
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3413070-2 05/20/19 22:27 • (LCSD) R3413070-3 05/20/19 22:29
Spike Amount
LCS Result
LCSD Result
LCS Rec.
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
Analyte
ug/I
ug/I
ug/I
%
%
%
%
%
Iron
10000
10000
9900
100
99.0
85.0-115
1.38
20
Lead
1000
1010
992
101
99.2
85.0-115
1.96
20
Magnesium
10000
10200
9930
102
99.3
85.0-115
2.31
20
Manganese
1000
990
981
99.0
98.1
85.0-115
0.901
20
Nickel
1000
1010
995
101
99.5
85.0-115
1.92
20
Potassium
10000
9900
9750
99.0
97.5
85.0-115
1.50
20
Selenium
1000
1090
1080
109
108
85.0-115
0.831
20
Silver
200
193
191
96.4
95.3
85.0-115
1.16
20
Sodium
10000
10600
10400
106
104
85.0-115
1.83
20
Sulfur
10000
10900
10700
109
107
85.0-115
2.11
20
Thallium
1000
1010
993
101
99.3
85.0-115
1.58
20
Vanadium
1000
1030
1010
103
101
85.0-115
1.63
20
Zinc
1000
1020
1000
102
100
85.0-115
2.13
20
L1097929-07 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1097929-07 05/20/19 22:32 • (MS) R3413070-5 05/20/19 22:37 • (MSD) R3413070-6 05/20/19 22:40
ONE LAB. NATIONWIDE.
Spike Amount
Original Result
MS Result
MSD Result MS Rec.
MSD Rec.
Dilution Rec. Limits
MS Qualifier MSD Qualifier RPD
RPD Limits
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
%
%
%
Aluminum
10000
253
10100
10200
98.2
99.9
1 70.0-130
1.67
20
Antimony
1000
U
1050
1070
105
107
1 70.0-130
2.17
20
Arsenic
1000
U
1010
1030
101
103
1 70.0-130
1.87
20
Barium
1000
20.0
1060
1080
104
106
1 70.0-130
2.35
20
Beryllium
1000
U
1020
1040
102
104
1 70.0-130
2.48
20
Cadmium
1000
U
1030
1060
103
106
1 70.0-130
2.22
20
Calcium
10000
59700
72000
72300
123
126
1 70.0-130
0.388
20
Chromium
1000
U
975
998
97.5
99.8
1 70.0-130
2.30
20
Cobalt
1000
U
990
1010
99.0
101
1 70.0-130
2.15
20
Copper
1000
U
998
1020
99.8
102
1 70.0-130
2.62
20
Iron
10000
273
10000
10300
97.5
100
1 70.0-130
2.86
20
Lead
1000
U
998
1020
99.8
102
1 70.0-130
2.04
20
Magnesium
10000
37100
48200
48400
112
114
1 70.0-130
0.419
20
Manganese
1000
35.1
998
1020
96.3
98.8
1 70.0-130
2.47
20
Nickel
1000
U
981
1000
98.1
100
1 70.0-130
2.12
20
Potassium
10000
1890
11300
11500
93.9
96.4
1 70.0-130
2.17
20
Selenium
1000
U
1090
1110
109
111
1 70.0-130
1.62
20
Silver
200
U
192
198
96.2
98.8
1 70.0-130
2.72
20
Sodium
10000
8340
18200
18500
98.9
102
1 70.0-130
1.54
20
Sulfur
10000
14600
26200
26200
116
116
1 70.0-130
0.108
20
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Piedmont Geologic
1925
L1098025
05/21/19 08:46
8 of 12
FP1
FTC
FSS
[Cn]
FSr
�GI
FAI
FSC

WG1280960 QUALITY CONTROL SUMMARY
Metals (ICP) by Method 200.7 L1098025-01
L1O97929-07 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1097929-07 05/20/19 22:32 • (MS) R3413070-5 05/20/19 22:37 • (MSD) R3413070-6 05/20/19 22:40
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
Thallium
1000
U
1030
1030
103
103
Vanadium
1000
3.23
1020
1030
101
103
Zinc
1000
4.37
981
1000
97.7
99.8
Dilution Rec. Limits
1 70.0-130
1 70.0-130
1 70.0-130
L1098O40-06 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1098040-06 05/20/19 22:42 • (MS) R3413070-7 05/20/19 22:45 • (MSD) R3413070-8 05/20/19 22:47
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
Aluminum
10000
ND
9650
9930
96.0
98.8
Antimony
1000
ND
1060
1060
106
106
Arsenic
1000
ND
1020
1030
102
103
Barium
1000
56.8
1100
1110
104
105
Beryllium
1000
ND
1020
1030
102
103
Cadmium
1000
4.66
1040
1050
104
105
Calcium
10000
64700
76700
78200
119
135
Chromium
1000
ND
963
980
96.3
98.0
Cobalt
1000
ND
993
1000
99.3
100
Copper
1000
ND
995
1010
99.5
101
Iron
10000
ND
9680
9970
96.8
99.7
Lead
1000
ND
986
1000
98.2
100
Magnesium
10000
11400
21300
21700
99.5
103
Manganese
1000
ND
966
984
95.7
97.5
Nickel
1000
ND
980
990
98.0
99.0
Potassium
10000
1360
10700
10900
93.2
95.3
Selenium
1000
ND
1080
1090
108
109
Silver
200
ND
192
194
96.2
96.8
Sodium
10000
11400
21400
21900
100
105
Sulfur
10000
21100
32900
33100
117
120
Thallium
1000
ND
1000
1010
100
101
Vanadium
1000
ND
1010
1030
101
103
Zinc
1000
269
1260
1280
98.9
101
ONE LAB. NATIONWIDE.
MS Qualifier MSD Qualifier RPD RPD Limits
0.0966 20
1.68 20
2.18 20
Dilution Rec. Limits
MS Qualifier MSD Qualifier RPD
RPD Limits
1 70.0-130
2.89
20
1 70.0-130
0.517
20
1 70.0-130
0.193
20
1 70.0-130
1.18
20
1 70.0-130
1.68
20
1 70.0-130
1.02
20
1 70.0-130
V_ 2.05
20
1 70.0-130
1.75
20
1 70.0-130
0.746
20
1 70.0-130
1.72
20
1 70.0-130
2.90
20
1 70.0-130
1.74
20
1 70.0-130
1.72
20
1 70.0-130
1.80
20
1 70.0-130
1.06
20
1 70.0-130
2.00
20
1 70.0-130
0.840
20
1 70.0-130
0.683
20
1 70.0-130
2.23
20
1 70.0-130
0.825
20
1 70.0-130
0.721
20
1 70.0-130
1.71
20
1 70.0-130
1.57
20
FP1
FTC
FSS
[Cn]
FSr
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46 9 of 12

GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
ONE LAB. NATIONWIDE.
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Abbreviations and Definitions
CP
IP
FTC
MDL
Method Detection Limit.
ND
Not detected at the Reporting Limit (or MDL where applicable).
FSS
RDL
Reported Detection Limit.
Rec.
Recovery.
RPD
Relative Percent Difference.
[Cn]
SDG
Sample Delivery Group.
U
Not detected at the Reporting Limit (or MDL where applicable).
5
Sr
Analyte
The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
6
QC
Dilution
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
Limits
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
$
Original Sample
The non -spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
AI
sample. The Original Sample may not be included within the reported SDG.
This column provides a letter and/or number designation that corresponds to additional information concerning the result
Qualifier
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
SC
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state "ND" (Not Detected) or "BDL"
Result
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)
Confidence level of 2 sigma.
A brief discussion about the included sample results, including a discussion of any non -conformances to protocol
Case Narrative (Cn)
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
This section of the report includes the results of the laboratory quality control analyses required by procedure or
Summary (Qc)
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
This is the document created in the field when your samples were initially collected. This is used to verify the time and
Sample Chain of
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
Custody (Sc)
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
This section of your report will provide the results of all testing performed on your samples. These results are provided
Sample Results (Sr)
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)
This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier
Description
B
The same analyte is found in the associated blank.
J
The identification of the analyte is acceptable; the reported value is an estimate.
v
The sample concentration is too high to evaluate accurate spike recoveries.
ACCOUNT:
PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic
1925 L1098025 05/21/19 08:46 10 of 12

ACCREDITATIONS & LOCATIONS ONE LAB. NATIONWIDE.
Pace National is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as
accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network
laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing FP1
turn -around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.
Not all certifications held by the laboratory are applicable to the results reported in the attached report.
Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace National. Z
Tc
State Accreditations
f—�
Alabama
40660
Nebraska _
NE-OS-15-05
SS
Alaska
17-026
Nevada
TN-03-2002-34
Arizona
AZO612
New Hampshire
2975
Arkansas
88-0469
New Jersey_NELAP
TNO02
C n
California
2932
New Mexico
n/a
Colorado
TN00003
New York
11742
s
Connecticut
PH-0197
North Carolina
Env375
Sr
Florida
E87487
North Carolina'
DW21704
Georgia
NELAP
North Carolina'
41
Georgia'
923
North Dakota
R-140
RC
Idaho
TN00003
Ohio—VAP
CL0069
Illinois
200008
Oklahoma
9915
Indiana
C-TN-01
Oregon
TN200002
G
Iowa
364
Pennsylvania
68-02979
Kansas
E-10277
Rhode Island
LA000356
Kentucky76
90010
South Carolina
84004
Kentucky 2
16
South Dakota
n/a
Louisiana
A130792
Tennessee' 4
2006
Louisiana'
LA180010
Texas
T104704245-18-15
[SC
Maine
TN0002
Texas'
LABO152
Maryland
324
Utah
Massachusetts
M-TNO03
Vermont
Michigan
9958
Virginia
Minnesota
047-999-395
Washington
Mississippi
TN00003
West Virginia
Missouri
340
Wisconsin
Montana
CERT0086
Wyoming
Third Party
Federal Accreditations
A21LA — ISO 17025
1461.01
AIHA-LAP,LLC EMLAP
A21LA — ISO 17025 5
1461.02
DOD
Canada
1461.01
USDA
EPA—Crypto
TN00003
' Drinking Water 'Underground
Storage Tanks 3 Aquatic Toxicity 4 Chemical/Microbiological 5 Mold
6 Wastewater n/a Accreditation not applicable
Our Locations
TN00003
VT2006
460132
C847
233
9980939910
A2LA
100789
1461.01
P330-15-00234
Pace National has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contact
our main office. Pace National performs all testing at our central laboratory.
WA
ME
MT NO
OR MN
T ID t WI NY
SD
WY MI
NV
t NE IA OH PA
T f IL Ills WV
vA
UT T
CA�� T
KS MO KY
N
NM O� AR SC
T MS AL`7GA
T TX * LA
T
AK
q FL
wo HI
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1098025 05/21/19 08:46 11 of 12

Billing Information:
Analysis/Container/Preservative
Chain of Custody Page of
Piedmont Geologic
Pres
003-145 Chapel Hill Road
same
V
f'eCeAlk7lyfiC2l"
Raleigh, NC 27607
w-..,.. -,_` I> Ir,N"
12065 tebanon Rd Q Q
Report to:
Email To:
Jon Murphrey
'[e-mail]
^
N
T
a
w
Mooet lalbt TN 31122
Phone: 615-75a-S858
Yho-8.-767 5859 h
Fa.: 61s-7sa-sas9 ❑> a
Project
Description: 5unrock - Caswell CO Hydro
City/State
Collected: Prospect Hill, NC
Lp
1001
O25
Phone: [phone]
Fax:
Client Projects
1925
Lab Prujec[p
Table ivy
Collected by (print):
Jon Murphrey
Site/Facility ID p
P.O. d
Acctnum:
N
N
Template:
Prelogin:
Collected by (signature):
Rush? (Lab MUST Be Notified) Quote R
Sa me Day _Five Day
Immediately
Packed on Ice N _ V x
_ Next Day _ 5 Day (Rad Onlyl Date Results Needed
_ Two Day _ 10 Day (had Only) No.
_Three Day of
10
C
G
J
TSR:
PB:
Shipped Via:
Sample ID
Comp/Grab
Matrix`
Depth
Date
Time
ntrs
Remaa: saYie epab oeiyl
PW-1 Effluent
Grab
GW
5/8/19
950
1
X
--0�
vvr
�
Remarks.
`Matrix:
Samole R n i
SS - Soil. AIR Air F- Filter
GW- Groundwater B- Bioassay
WW-WasteWater
pH Temp
--
Flow Other
mD Seal Present/Intact: _id _Y _N
COC Signed/Accurate: , _N
Bottles arrive intact: _xy _N
Correct bu[tles used: _xy _N
DW-Drinking Water
Samples returned via:
sufficient volume sent _N
OT - Other
UPS FedEx —Courier Tracking#
— — --
It Aonlitable
vOA Zex'o xeadspace: Y N
Reli ished y:(Sig re
Date.
Time:
Received by'. ( Sign r
Trip Blank Received: Yes N
Preservation Correct/Checked: �F_N
5 /0 9
I
Qj0
HCL eoH
TOR
Relinquished by : IS at
Date:
; �a�
Time:
�S�r�
Receiv a
Temp: aC Bottles Received:
- o_�Dr I o A �
If preservation required by Login: Date Time
Relinquish --
Date:
Time:
Received for lab by: (Signature)
at Time:
Hold:
Condit
NCF / OK

aceAnalXical o ANALYTICAL REPORT
National Center for Testing & Innovation May 15, 2019
Piedmont Geologic
Sample Delivery Group: L1096383
Samples Received: 05/07/2019
Project Number: 1925
Description: Sunrock-Caswell County Hydro
Report To: Pete Dressel
6003 Chapel Hill Rd
Ste 145
Raleigh, NC 27607
Entire Report Reviewed By: 4�41
Heather J Wagner
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace National
is performed per guidance provided in laboratory standard operating procedures: 060302, 060303, and 060304.
V
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1096383 05/15/19 08:26 1 of 14

TABLE OF CONTENTS ONE LAB. NATIONWIDE.
Cp: Cover Page
1
Fn
Tc: Table of Contents
2
Ss: Sample Summary
3
Cn: Case Narrative
4
Sr: Sample Results
5
FS
PW-2 EFFLUENT L1096383-01
5
[Cn]
Qc: Quality Control Summary
6
Mercury by Method 245.1
6
Fr
Metals (ICP) by Method 200.7
7
GI: Glossary of Terms
10
RC
Al: Accreditations & Locations
11
F,
Sc: Sample Chain of Custody
12
rAl
FSC
ACCOUNT: PROJECT:
SDG: DATE/TIME:
PAGE:
Piedmont Geologic 1925
L1096383 05/15/19 08:26
2 of 14

SAMPLE SUMMARY ONE LAB. NATIONWIDE.
Collected by Collected date/time Received date/time
PW-2 EFFLUENT L1096383-01 WW Jonathan Murphey 05/03/1906:15 05/07/1908:45 C
P
Method
Mercury by Method 245.1
Metals (ICP) by Method 200.7
Batch Dilution Preparation Analysis Analyst Location
date/time date/time
WG1278249 1 05/09/1912:11 05/09/19 20:24 TCT Mt. Juliet, TN
WG1280123 1 05/13/1911:01 05/14/19 08:05 CCE Mt. Juliet, TN
FTC
M
[Cn]
FSr
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1096383 05/15/19 08:26 3 of 14

CASE NARRATIVE
ONE LAB. NATIONWIDE.
FP1
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
FTChave
been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
FSS
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
FSr
FC-1
4�j
�GI
Heather J Wagner
Project Manager
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME:
PAGE:
Piedmont Geologic 1925 L1096383 05/15/19 08:26
4 of 14

1
PW-2 EFFLUENT
Collected date/time: 05/03/19 06:15
Mercury by Method 245.1
Result
Analyte ug/I
Mercury 0.461
Metals (ICP) by Method 200.7
SAMPLE RESULTS - 01
L1096383
Qualifier RDL
ug/I
B 0.200
Dilution Analysis Batch
date / time
1 05/09/2019 20:24 WG1278249
Result
Qualifier RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
date / time
Aluminum
ND
200
1 05/14/2019 08:05
WG1280123
Antimony
ND
10.0
1 05/14/2019 08:05
WG1280123
Arsenic
ND
10.0
1 05/14/2019 08:05
WG1280123
Barium
11.5
5.00
1 05/14/2019 08:05
WG1280123
Beryllium
ND
2.00
1 05/14/2019 08:05
WG1280123
Cadmium
ND
2.00
1 05/14/2019 08:05
WG1280123
Calcium
45800
1000
1 05/14/2019 08:05
WG1280123
Chromium
ND
10.0
1 05/14/2019 08:05
WG1280123
Cobalt
ND
10.0
1 05/14/2019 08:05
WG1280123
Copper
ND
10.0
1 05/14/2019 08:05
WG1280123
Iron
ND
100
1 05/14/2019 08:05
WG1280123
Lead
ND
5.00
1 05/14/2019 08:05
WG1280123
Magnesium
16100
1000
1 05/14/2019 08:05
WG1280123
Manganese
317
10.0
1 05/14/2019 08:05
WG1280123
Nickel
ND
10.0
1 05/14/2019 08:05
WG1280123
Potassium
2660
1000
1 05/14/2019 08:05
WG1280123
Selenium
ND
10.0
1 05/14/2019 08:05
WG1280123
Silver
ND
5.00
1 05/14/2019 08:05
WG1280123
Sodium
13500
1000
1 05/14/2019 08:05
WG1280123
Sulfur
4090
1000
1 05/14/2019 08:05
WG1280123
Thallium
ND
10.0
1 05/14/2019 08:05
WG1280123
Vanadium
ND
20.0
1 05/14/2019 08:05
WG1280123
Zinc
ND
50.0
1 05/14/2019 08:05
WG1280123
ONE LAB. NATIONWIDE.
FP1
FTC
FSS
4
- Cn
Rc
F
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1096383 05/15/19 08:26 5 of 14

WG1278249
Mercury by Method 245.1
Method Blank (MB)
(MB) R3409894-1 05/09/1919:35
MB Result
Analyte ug/I
Mercury 0.0733
MB Qualifier MB MDL MB RDL
ug/I ug/I
J 0.0490 0.200
QUALITY CONTROL SUMMARY
L1096383-01
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3409894-2 05/09/1919:37 • (LCSD) R3409894-3 05/09/1919:40
Spike Amount LCS Result LCSD Result LCS Rec. LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD RPD Limits
Analyte ug/I ug/I ug/I % % % % %
Mercury 3.00 3.09 3.01 103 100 85.0-115 2.56 20
L1092728-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1092728-01 05/09/1919:42 • (MS) R3409894-4 05/09/1919:44 • (MSD) R3409894-5 05/09/1919:54
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
Analyte ug/I ug/I ug/I ug/I % % % %
Mercury 3.00 0.690 2.55 2.54 62.1 61.6 1 70.0-130 J6 J6 0.617
L1096703-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1096703-01 05/09/1919:57 • (MS) R3409894-6 05/09/1919:59 • (MSD) R3409894-7 05/09/19 20:02
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec.
Analyte ug/I ug/I ug/I ug/I % %
Mercury 3.00 0.374 2.71 2.65 77.8 75.9
Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
1 70.0-130 2.16
ONE LAB. NATIONWIDE.
RPD Limits
20
RPD Limits
20
— I
Cp
FTc
FSS
4
— Cn
FSr
— �GI
— $AI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1096383 05/15/19 08:26 6 of 14

1
WG1280123
Metals (ICP) by Method 200.7
Method Blank (MB)
(MB) R3411087-1 05/14/19 07:47
MB Result
Analyte
ug/I
Aluminum
27.4
Antimony
U
Arsenic
U
Barium
U
Beryllium
U
Cadmium
U
Calcium
U
Chromium
U
Cobalt
U
Copper
U
Iron
U
Lead
U
Magnesium
43.2
Manganese
U
Nickel
U
Potassium
110
Selenium
U
Silver
U
Sodium
272
Thallium
U
Vanadium
3.26
Zinc
U
Sulfur
U
MB Qualifier MB MDL
ug/I
J 27.3
J
J
7.70
6.40
1.00
0.700
0.700
100
1.80
3.00
7.00
28.2
2.00
16.8
2.00
5.80
107
7.60
2.70
93.9
6.70
2.60
3.40
220
MB RDL
ug/I
200
10.0
10.0
5.00
2.00
2.00
1000
10.0
10.0
10.0
100
5.00
1000
10.0
10.0
1000
10.0
5.00
1000
10.0
20.0
50.0
1000
QUALITY CONTROL SUMMARY
L1096383-01
L1095478-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1095478-04 05/14/19 07:55 • (MS) R3411087-5 05/14/19 08:00 • (MSD) R3411087-6 05/14/19 08:02
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
Aluminum
10000
393
10500
10100
101
97.1
Antimony
1000
ND
1050
1020
105
102
Arsenic
1000
ND
1040
1020
104
102
Barium
1000
66.4
1140
1110
107
104
Beryllium
1000
ND
1050
1010
105
101
Cadmium
1000
ND
1060
1030
106
103
Calcium
10000
78800
90200
88400
113
95.5
Chromium
1000
ND
1010
967
101
96.4
Cobalt
1000
ND
1030
1000
103
100
Copper
1000
37.3
1090
1050
105
101
Dilution Rec. Limits
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
MS Qualifier MSD Qualifier RPD
4.16
2.34
1.89
2.88
4.35
3.19
1.99
4.24
2.87
4.03
ONE LAB. NATIONWIDE.
RPD Limits
20
20
20
20
20
20
20
20
20
20
FP1
FTc
FSS
[Cn]
FSr
�GI
FAI
[Sc
ACCOUNT: PROJECT:
Piedmont Geologic 1925
SDG:
L1096383
DATE/TIME:
05/15/19 08:26
PAGE:
7of14

WG1280123 QUALITY CONTROL SUMMARY ONE LAB. NATIONWIDE.
Metals (ICP) by Method 200.7 L1096383-01
L1095478-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1095478-04 05/14/19 07:55 • (MS) R3411087-5 05/14/19 08:00 • (MSD) R3411087-6 05/14/19 08:02
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
Iron
10000
1070
11200
10800
102
97.5
Lead
1000
ND
1040
1010
104
101
Magnesium
10000
14700
24900
24200
103
95.3
Manganese
1000
27.4
1030
992
101
96.5
Nickel
1000
ND
1030
1000
102
99.7
Potassium
10000
6960
17200
16900
103
99.4
Selenium
1000
ND
1110
1090
111
109
Silver
200
ND
207
198
103
98.9
Sodium
10000
64300
74200
73100
99.7
88.6
Thallium
1000
ND
1050
1020
105
102
Vanadium
1000
ND
1030
991
103
98.8
Zinc
1000
ND
1050
1030
100
97.9
Dilution
L1096383-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1096383-01 05/14/19 08:05 • (MS) R3411087-7 05/14/19 08:07 • (MSD) R3411087-8 05/14/19 08:10
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
Aluminum
10000
ND
9450
9420
94.5
94.2
Antimony
1000
ND
1030
1030
103
103
Arsenic
1000
ND
990
977
99.0
97.7
Barium
1000
11.5
1050
1040
103
102
Beryllium
1000
ND
979
986
97.9
98.6
Cadmium
1000
ND
1010
999
101
99.9
Calcium
10000
45800
57600
56100
117
102
Chromium
1000
ND
958
956
95.8
95.6
Cobalt
1000
ND
979
971
97.9
97.1
Copper
1000
ND
992
987
99.2
98.7
Iron
10000
ND
9580
9610
95.1
95.4
Lead
1000
ND
995
983
99.5
98.3
Magnesium
10000
16100
26100
25600
99.7
95.1
Manganese
1000
317
1290
1270
97.0
95.8
Nickel
1000
ND
977
967
97.7
96.7
Potassium
10000
2660
12300
12300
96.9
96.0
Selenium
1000
ND
1050
1040
105
104
Silver
200
ND
194
194
97.1
96.9
Sodium
10000
13500
23900
23400
103
98.9
Thallium
1000
ND
1010
1000
101
100
Vanadium
1000
ND
964
964
96.4
96.4
ACCOUNT: PROJECT:
Piedmont Geologic 1925
Rec. Limits
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
70.0-130
MS Qualifier MSD Qualifier RPD RPD Limits
3.83 20
2.24 20
3.00 20
4.07 20
2.44 20
1.86 20
2.58 20
4.35 20
1.51 20
3.66 20
4.18 20
2.50 20
Dilution Rec. Limits
MS Qualifier MSD Qualifier RPD
RPD Limits
1 70.0-130
0.346
20
1 70.0-130
0.166
20
1 70.0-130
1.24
20
1 70.0-130
0.946
20
1 70.0-130
0.675
20
1 70.0-130
1.12
20
1 70.0-130
2.68
20
1 70.0-130
0.171
20
1 70.0-130
0.889
20
1 70.0-130
0.531
20
1 70.0-130
0.320
20
1 70.0-130
1.23
20
1 70.0-130
1.81
20
1 70.0-130
0.933
20
1 70.0-130
1.02
20
1 70.0-130
0.691
20
1 70.0-130
1.50
20
1 70.0-130
0.183
20
1 70.0-130
1.93
20
1 70.0-130
0.694
20
1 70.0-130
0.0135
20
SDG:
DATE/TIME:
PAGE:
L1096383
05/15/19 08:26
8 of 14
FP1
FTc
FSS
[Cn]
FSr
�GI
FAI
[Sc

WG1280123 QUALITY CONTROL SUMMARY
Metals (ICP) by Method 200.7 L1096383-01
L1O96383-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1096383-01 05/14/19 08:05 • (MS) R3411087-7 05/14/19 08:07 • (MSD) R3411087-8 05/14/19 08:10
Spike Amount
Original Result
MS Result
MSD Result MS Rec.
MSD Rec.
Dilution Rec. Limits
MS Qualifier MSD Qualifier RPD
Analyte ug/I
ug/I
ug/I
ug/I %
%
%
%
Zinc 1000
ND
967
957 96.7
95.7
1 70.0-130
1.05
Sulfur 10000
4090
15200
14900 111
108
1 70.0-130
2.26
ONE LAB. NATIONWIDE.
RPD Limits
o/-
zv
20
FP1
FTc
FSS
4
Cn
FSr
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1096383 05/15/19 08:26 9 of 14

GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
ONE LAB. NATIONWIDE.
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Abbreviations and Definitions
CP
IP
FTC
MDL
Method Detection Limit.
ND
Not detected at the Reporting Limit (or MDL where applicable).
FSS
RDL
Reported Detection Limit.
Rec.
Recovery.
RPD
Relative Percent Difference.
[Cn]
SDG
Sample Delivery Group.
U
Not detected at the Reporting Limit (or MDL where applicable).
5
Sr
Analyte
The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
6
QC
Dilution
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal
Limits
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or
duplicated within these ranges.
$
Original Sample
The non -spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
AI
sample. The Original Sample may not be included within the reported SDG.
This column provides a letter and/or number designation that corresponds to additional information concerning the result
Qualifier
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
SC
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state "ND" (Not Detected) or "BDL"
Result
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)
Confidence level of 2 sigma.
A brief discussion about the included sample results, including a discussion of any non -conformances to protocol
Case Narrative (Cn)
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
This section of the report includes the results of the laboratory quality control analyses required by procedure or
Summary (Qc)
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
This is the document created in the field when your samples were initially collected. This is used to verify the time and
Sample Chain of
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
Custody (Sc)
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
This section of your report will provide the results of all testing performed on your samples. These results are provided
Sample Results (Sr)
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)
This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier
Description
B
The same analyte is found in the associated blank.
J
The identification of the analyte is acceptable; the reported value is an estimate.
J6
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
ACCOUNT:
PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic
1925 L1096383 05/15/19 08:26 10 of 14

ACCREDITATIONS & LOCATIONS ONE LAB. NATIONWIDE.
Pace National is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as
accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network
laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing FP1
turn -around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.
Not all certifications held by the laboratory are applicable to the results reported in the attached report.
Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace National. Z
Tc
State Accreditations
f—�
Alabama
40660
Nebraska _
NE-OS-15-05
SS
Alaska
17-026
Nevada
TN-03-2002-34
Arizona
AZO612
New Hampshire
2975
Arkansas
88-0469
New Jersey_NELAP
TNO02
C n
California
2932
New Mexico
n/a
Colorado
TN00003
New York
11742
s
Connecticut
PH-0197
North Carolina
Env375
Sr
Florida
E87487
North Carolina'
DW21704
Georgia
NELAP
North Carolina'
41
Georgia'
923
North Dakota
R-140
RC
Idaho
TN00003
Ohio—VAP
CL0069
Illinois
200008
Oklahoma
9915
Indiana
C-TN-01
Oregon
TN200002
G
Iowa
364
Pennsylvania
68-02979
Kansas
E-10277
Rhode Island
LA000356
Kentucky76
90010
South Carolina
84004
Kentucky 2
16
South Dakota
n/a
Louisiana
A130792
Tennessee' 4
2006
Louisiana'
LA180010
Texas
T104704245-18-15
[SC
Maine
TN0002
Texas'
LABO152
Maryland
324
Utah
Massachusetts
M-TNO03
Vermont
Michigan
9958
Virginia
Minnesota
047-999-395
Washington
Mississippi
TN00003
West Virginia
Missouri
340
Wisconsin
Montana
CERT0086
Wyoming
Third Party
Federal Accreditations
A21LA — ISO 17025
1461.01
AIHA-LAP,LLC EMLAP
A21LA — ISO 17025 5
1461.02
DOD
Canada
1461.01
USDA
EPA—Crypto
TN00003
' Drinking Water 'Underground
Storage Tanks 3 Aquatic Toxicity 4 Chemical/Microbiological 5 Mold
6 Wastewater n/a Accreditation not applicable
Our Locations
TN00003
VT2006
460132
C847
233
9980939910
A2LA
100789
1461.01
P330-15-00234
Pace National has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contact
our main office. Pace National performs all testing at our central laboratory.
WA
ME
MT NO
OR MN
T ID t WI NY
SD
WY MI
NV
t NE IA OH PA
T f IL Ills WV
vA
UT T
CA�� T
KS MO KY
N
NM O� AR SC
T MS AL`7GA
T TX * LA
T
AK
q FL
wo HI
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Piedmont Geologic 1925 L1096383 05/15/19 08:26 11 of 14

Company Name/Address: Billing Information:
—
Piedmont Geologic
Container Preservative
Chain of custody Page_of
6003-145 Chapel Hill Road
*ESC
Raleigh, NC 27607
l
L`A'8 S C-I E N-C,E—S
Report to:
Pete Dressel
Email To:
3
ir
12R6s Lebanon Rd
o . o
[e-mail]
g
�
MoumJuiiet.TN3]12]
Project
Phone: 616-]68 6R68
Sunroek-Caswell County Hydro
Ciry/state
s
Phone: 8ao-]6]-s8s8
Description:
Collected:�✓pSwe���////k1C
/
/ ))
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Qi-
Phone: [phone]
Client Project #
1925
Lab Pro ect #
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L# 10'26 3 8 3
Fax:
+ Z
LU
Table # I I6
Collected by (print):
Site/Facility ID #
P O #
oaw�% /Ulu-
d
0
Acctnum: PIEGEO
Co ed b (signatur J:
Rush? (Lab MUST Be Notified)
Date Results Needed
=
Template:
_Same Day ........................... 200%
NeM Day
_
' E
un
Prelogin:
Immediately
Packed on Ice N V
_ ............................ .300%
_Two Da Y..............................sD%
Email?_No _Yes
No.
N
r
TSR: Wagner
—
_Three Day .............................21%
FAX?_No _Yes
oP
rn
Cooler:
Sample ID
Camp/Grab
matrix '
Depth
Date
Time
ntrs
N
Shipped Via:
w-z � lt�
BR�3
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—
s 3 r9
(s
Rem./Contaminant
Sampkpllab only)
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'Matrix: SS - Soil GW-GLou ndwater WW- WasteWater DW-Drinking Water OT - Other
Remarks:
�Q2 I pH Temp
Flow
VVV ur v ` Other
Hold#
re)Date:
I
Time:
Received by:(Signature)ASamples
returned via: ❑UPS
Condition: (lab use only)
%uishe(Sign
r
t/!/
Date:
V l`❑
FedEx ❑Courier ❑ _
Time:
Received by(Signature)
Teemp: °C Bottles Received:
Date:
.S-�-
Time:
Received
'7-4(1 li 1
CDC Seal Intact: Y—ry ?,iRA
for
an b Si nature(
Y�: ( �B
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Date: Time:
51-t 8�5
pH Checked:
�`-
NCF:

Pace Analytical Nationalfor
Cooler Receipt F•
Client: PIE6I�p SDc#:
L I ogb38'3
Cooler Received/Opened On: C2 j Temperature:
Received By: Kristin Willis
Signature: j,U,l 5,
Receipt Check List NP
Yes
No
COC Seal Present / Intact?
COC Signed / Accurate?
Bottles arrive intact?
Correct bottles used?
Sufficient volume sent?
If Applicable
VOA Zero headspace?
Preservation Correct / Checked?

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX E
HYDRAULIC INFLUENCE AND INFLOW
CALCULATIONS
PIEDMONT GEOLOGIC, P.C.

Radius of influence calculations using the Sichardt (1928) formula.
Ro = 3000*(H - h)* , where, H = initial head of the aquifer, prior to dewatering (meters)
h = final head of the dewatered aquifer (meters)
K = hydraulic conductivity (meters/sec)
k = radius of influence (meters)
K (Areal) = 0.2311 ft/day = v 5.15meters/sec
K (Area 2) = 0.1528 ft/day = 5.39E — 07 meters/sec
H - hz 82 meters for Areas 1 and 2 based on quarry depth of 300 feet
H - h z 143 meters for Areas 1 and 2 based on quarry depth of 500 feet
Area 1 (quarry depth of 300 feet)
Ro = 3000*(82)* 8.25E — 07
= 222 meters
Area 2 (quarry depth of 300 feet)
Ro = 3000*(82)* 5.39E — 07
= 181 meters
Area 1 (quarry depth of 500 feet)
Ro = 3000*(143)* N 5155E — 07
= 387 meters
Area 2 (quarry depth of 500 feet)
Ro = 3000*(143)* v 5.39E — 07
= 315 meters

Steady groundwater inflows into open excavations
Christopher J. Neville and Xiaomin Wang
S.S. Papadopulos & Associates, Inc.
Last update: 2014/04/27
Questions? [e-mail]
Part 1: Linear flow into trenches
Model 1 Linear confined flow into a trench (flow both sides)
Model 2 Linear unconfined flow into a trench (flow both sides)
Model 3 Linear confined/unconfined flow into a trench (flow both sides)
Model 4 Linear unconfined flow into a trench, with recharge (flow both sides)
Model 5 Linear groundwater flow into a slot with a leaky confining layer (Flow both sides)
Part 2. Radial flow into circular excavations
Model 6 Radial confined flow into a circular excavation
Model 7 Radial unconfined flow into a circular excavation
Model 8 Radial confined/unconfined flow into a circular excavation
Model 9 Radial unconfined flow into a circular excavation, with recharge
Model 10 Radial flow into a circular excavation in an aquifer overlain by a leaky aquitard
Part 3. Flow into the bottom of a circular excavation
Models 11-12 Flow into the base of a circular excavation

Model 7
Radial unconfined flow into a circular excavation
***ASSUMED PIT DEPTH = 300 FEET***
Units are labels only; the user must specify consistent units
Caswell County Hydro Study - Area 1
Parameter
Units
Value
User -specified units
Hydraulic conductivity, K
L/T
8.15E-07
m/s
Elevation of base of aquifer, z,
L
0.0
m
Thickness of aquifer where confined, D
L
N/A
m
Distance from centre of excavation to constant -head boundary, R
L
672.0
m
Distance from centre to boundary of excavation, R3
L
450.0
m
Head at the constant -head boundary, H
L
82.0
m
Head in the excavation, ha
L
0.0
m
Result
Calculated inflow, Q L /T I 4.293E-02 m /s
Q= 0.04293 m3/s
680 gal/min
- 979,896 gal/day
Caswell County Hydro Study - Area 2
Parameter
Units
Value
User -specified units
Hydraulic conductivity, K
L/T
5.39E-07
m/s
Elevation of base of aquifer, zy
L
0.0
m
Thickness of aquifer where confined, D
L
N/A
m
Distance from centre of excavation to constant -head boundary, R
L
631.0
m
Distance from centre to boundary of excavation, R,
L
450.0
m
Head at the constant -head boundary, H
L
82.0
m
Head in the excavation, ha
L
0.0
m
Result
Calculated inflow, Q L /T 3.368E-02 m /s
Q= 0.03368 m3/s
= 534 gal/min
768,733 gal/day
K = 0.2311 feet/day = 8.15E-07 m/s
<---222 m (calculated from Sichardt formula; based on quarry depth of 300 ft) +450 m (assumed radius of quarry pit)
<---assumed radius of quarry pit
<---saturated thickness to be dewatered
K = 0.1528 feet/day = 5.39E-07 m/s
<---181 m (calculated from Sichardt formula; based on quarry depth of 300 ft) +450 m (assumed radius of quarry pit)
<---assumed radius of quarry pit
<---saturated thickness to be dewatered

Model 7
Radial unconfined flow into a circular excavation
***ASSUMED PIT DEPTH = 500 FEET***
Units are labels only; the user must specify consistent units
Caswell County Hydro Study - Area 1
Parameter
Units
Value
User -specified units
Hydraulic conductivity, K
L/T
8.15E-07
m/s
Elevation of base of aquifer, z,
L
0.0
m
Thickness of aquifer where confined, D
L
N/A
m
Distance from centre of excavation to constant -head boundary, R
L
837.0
m
Distance from centre to boundary of excavation, Rr
L
450.0
m
Head at the constant -head boundary, H
L
143.0
m
Head in the excavation, ha
L
0.0
m
Result
Calculated inflow, Q L /T I 8.437E-02 m /s
Q= 0.08437 mVs
1,337 gal/min
- 1,925,683 gal/day
Caswell County Hydro Study - Area 2
Parameter
Units
Value
User -specified units
Hydraulic conductivity, K
L/T
5.39E-07
m/s
Elevation of base of aquifer, zy
L
0.0
m
Thickness of aquifer where confined, D
L
N/A
m
Distance from centre of excavation to constant -head boundary, R
L
765.0
m
Distance from centre to boundary of excavation, R,
L
450.0
m
Head at the constant -head boundary, H
L
143.0
m
Head in the excavation, ha
L
0.0
m
Result
Calculated inflow, Q L /T 6.526E-02 m /s
Q = 0.06526 m /s
= 1,034 gal/min
1,489,433 gal/day
K = 0.2311 feet/day = 8.15E-07 m/s
<---387 m (calculated from Sichardt formula; based on quarry depth of 500 ft) +450 m (assumed radius of quarry pit)
<---assumed radius of quarry pit
<---saturated thickness to be dewatered
K = 0.1528 feet/day = 5.39E-07 m/s
<---315 m (calculated from Sichardt formula; based on quarry depth of 500 ft) +450 m (assumed radius of quarry pit)
<---assumed radius of quarry pit
<---saturated thickness to be dewatered

Hydrogeological Study Report
Carolina Sunrock — Caswell County Property
August 14, 2019
APPENDIX F
WATER -SUPPLY WELL SURVEY RECORDS
PIEDMONT GEOLOGIC, P.C.

Location #1 — Wrenn Road

ETREE LLC
2019
1,002,594
MKT
CARD
001
PID
R 0133.00.00.0005.0000
1,002,594 PY
Val
164,127
USE
1,002,594 LAND
016
P 0 BOX 850
838,467
DEF
BLDG
000
LISTER
11/19/2015 MW
BURLINGTON NC
27216
488.710
ACRES
XFOB
000
TWP
HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
BLK
PL BK/PG
PLAT
ADDRESS
0000000 WRENN
RD PROSPECT HILL 27314
NBHD
00000000 USE 000200
AGRICULTURE
DEED 604 816
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL:
WRENN ROAD & RIDGEVILLE
RD ALSO GOOSE CREEK
RD
SALES
BUILDING PERMITS
IN Q
RC M V Sale Date
Sale
Price Number
Type Description
Issued Schd Complt Revisit
Act Complt Amount
WD U
0A V 1/08/2018
LAND
Seq
Zone Code
Use
Description
Front
Depth Back FT
#Units UT
UTPrice
Adj1
Adj2
Adj3
Adj4
Fadj
Dadj
Nbad Adj
Eff Rate
Value
1
020LAC
N
HS W/UTIL
1.000 AC
15,000.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
15,000.000
15,000
3
280NAC
OPEN ON PAVED ROAD
30.000 AC
2,000.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
2,000.000
60,000
4
660AUV
U
USE VALUE OPEN
30.000 AC
590.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
590.000
17,700
5
280AAC
OPEN ON PAVED ROAD
50.000 AC
1,800.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,800.000
90,000
6
660AUV
U
USE VALUE OPEN
50.000 AC
590.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
590.000
29,500
7
400LAC
WOOD ON PAVED RD
10.000 AC
1,600.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,600.000
16,000
8
640AUV
U
USE VALUE WOOD
10.000 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
2,500
9
400KAC
WOOD ON PAVED RD
151.710 AC
1,400.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,400.000
212,394
10
640AUV
U
USE VALUE WOOD
151.710 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
37,927
11
400AAC
WOOD ON PAVED RD
180.000 AC
1,200.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,200.000
216,000
12
640AUV
U
USE VALUE WOOD
180.000 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
45,000
13
400EAC
WOOD ON PAVED RD
20.000 AC
800.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
800.000
16,000
14
640AUV
U
USE VALUE WOOD
20.000 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
5,000
15
460LAC
ROAD FRONT WOODLAND
46.000 AC
8,200.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
8,200.000
377,200
16
640AUV
U
USE VALUE WOOD
46.000 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
11,500

Location #2 —1238 Wrenn Road

ETREE LLC
2019
680,120 MKT
CARD 001
PID R 0133.00.00.0045.0000
680,120 PY Val
127,832 USE
658,950 LAND 016
P 0 BOX 850
552,288 DEF
21,055 BLDG 001
LISTER 11/19/2015
MW
BURLINGTON NC
27216
280.450 ACRES
115 XFOB 001
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
BLK
PL BK/PG
PLAT
ADDRESS
0001238 WRENN RD PROSPECT HILL 27314
NBHD
00000000 USE 000200 AGRICULTURE
DEED 604
816
AICUZ
PRINTED 6/07/2019
BY THOMAS
LEGAL: WRENN RD
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001 )
Code
Description
Code
Description Code
Description
Code
Description
Code Description
Code Description
MODL
01 SNG FAMILY
BVAL 0001BF
SNG FAMILY ARCH
N/A
QUAL
C3 GRADE C
STYS
SIZE OB GRADE B
FNDN
06 STONE
FRME 01
WOOD FRAME WNDO
N/A
EXW1
02 DBL SIDING
EXW2 N/A
EXW2%
HEAT
04 NONE
A/C
N/A RSTR
02 HIP
RCV1
02 METAL
RCV2 N/A
RCV2%
INT1
05 PLASTER
INT2
N/A INT2%
FLR1
06 PINE
FLR2 N/A
FLR2%
KTCH
N/A
DPRT 04
BATH
BDRM
ROOM
SPCD VP VERY POOR
UD-1
N/A
FRPL 1B
FIREPLACE CHMN
1B FP CHIMNEY
HBTH
N/A
BATH B1 1 BATH
FUEL N/A
FXTR
N/A
UD-8
N/A RMYR
N/A
RMYR
N/A
UD-9% AYB
1950 EYB 1950
Subarea Actual
TWO STO 1152
PORCH 304
PORCH 112
LUMP
TOTAL 1568
TOTAL
AREA CALCULATION
Adj Heated Prime
2235 2304 1152
85
31
2304
2351 1152
Rate Value %Good
10.00
10.00
10.00
210551 10.00
91.38 10.00
210551
TRAVERSE
RCNLD TWO1950= N18 PCH1950= N8 E20 N10 E8 S18 W28$ E28 N18 E18
S36 W16 PCH1951= S8 W14 N8 E14$ W14 W16$.
21,055
21,055
M.
8 18

ETREE LLC
2019
680,120
MKT
CARD
002
PID
R 0133.00.00.0045.0000
680,120 PY
Val
127,832
USE
658,950 LAND
016
P 0 BOX 850
552,288
DEF
21,055 BLDG
001
LISTER
11/19/2015 MW
BURLINGTON NC
27216
280.450
ACRES
115 XFOB
001
TWP
HIGHTOWER CITY
FIRE
RESCUE
OTHER
LOT
BLK
PL BK/PG
PLAT
ADDRESS
0001238 WRENN
RD PROSPECT HILL 27314
NBHD
00000000 USE 000200
AGRICULTURE
DEED 604 816
AICUZ
PRINTED 6/07/2019 BY THOMAS
LEGAL:
WRENN RD
SALES
BUILDING PERMITS
IN Q
RC M V Sale Date Sale
Price Number
Type Description
Issued Schd Complt Revisit
Act
Complt Amount
WD U
0A V 1/08/2018
EXTRA
FEATURES
Seq
Bldg Code Description
Length Width Height
#Units
UT Qty Qual
UTPrice
Year Adj1
Adj2 Adj3
Adj4 %Good Value
004
STRGFR 50-STORAGFR
24 16
384.000 SF
1
0E
6.000 0000 .05
1.00 1.00
1.00 100.00
115
LAND
Seq
Zone Code Use
Description
Front
Depth Back FT
#Units UT
UTPrice
Adj1
Adj2
Adj3
Adj4
Fadj
Dadj Nbad Adj
Eff Rate
Value
1
0203AC N
HS W/UTIL
1.000 AC
13,000.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
13,000.000
13,000
3
280NAC
OPEN ON PAVED ROAD
25.000 AC
2,000.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
2,000.000
50,000
4
660AUV U
USE VALUE OPEN
25.000 AC
590.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
590.000
14,750
5
280AAC
OPEN ON PAVED ROAD
40.000 AC
1,800.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,800.000
72,000
6
660AUV U
USE VALUE OPEN
40.000 AC
590.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
590.000
23,600
7
340DAC
PSTRE ON PAVED ROAD
5.000 AC
1,500.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,500.000
7,500
8
660AUV U
USE VALUE OPEN
5.000 AC
590.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
590.000
2,950
9
400AAC
WOOD ON PAVED RD
79.000 AC
1,200.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,200.000
94,800
10
640AUV U
USE VALUE WOOD
79.000 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
19,750
11
400DAC
WOOD ON PAVED RD
69.450 AC
1,000.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
1,000.000
69,450
12
640AUV U
USE VALUE WOOD
69.450 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
17,362
13
400EAC
WOOD ON PAVED RD
20.000 AC
800.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
800.000
16,000
14
640AUV U
USE VALUE WOOD
20.000 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
5,000
15
460LAC
ROAD FRONT WOODLAND
41.000 AC
8,200.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
8,200.000
336,200
16
640AUV U
USE VALUE WOOD
41.000 AC
250.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
250.000
10,250

Location #3 — 523 Russell Loop Road

BULLOCK,JANICE RIMMER 2019 78,603 MKT CARD 001
PID R 0132.00.00.0058.0000 78,603 PY Val USE 14,810 LAND 002
523 RUSSELL LOOP RD DEF 633793 BLDG 001
LISTER 11/14/2015 MW PROSPECT HILL NC 27314 1.300 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 14 341 PLAT ADDRESS 0000513 RUSSELL LOOP RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 389 905 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF RUSSELL LOOP RD DEEDS 176-505;183-310 DECL TO AFFIX DB 602-537
BUILDING CHARACTERISTICS for BldgSeq# 001 (Item# 001 )
Code Description Code Description Code Description Code Description Code Description Code Description
MODL 05 MFG HOUSE BVAL 0005C6 MFG HSE/DW ARCH 01 D/W QUAL C3 GRADE C STYS SIZE N/A
FNDN 01 BRICK FRME 02 STEELFRAME WNDO N/A EXW1 03 VINYL EXW2 N/A EXW2%
HEAT 02 HEAT PUMP A/C N/A RSTR 01 GABLE RCV1 01 ASPSHINGLE RCV2 N/A RCV2%
INT1 01 SHEETROCK INT2 N/A INT2% FLR1 08 CARPT/VYNL FLR2 N/A FLR2%
KTCH N/A DPRT 06 BATH BDRM 3 ROOM 5 SPCD N/A
UD-1 N/A FRPL 1C FIREPLACE CHMN N/A HBTH N/A BATH C3 3 BATHS FUEL N/A
FXTR N/A UD-8 N/A RMYR N/A RMYR N/A UD-9% AYB 2001 EYB 2003
AREA CALCULATION TRAVERSE
Subarea Actual Adj Heated Prime Rate Value %Good RCNLD MFG2003=N27E7OS27W30 RP02003= S6W28N6E28$W40$.
D/W M/H 1890 1890 1890 1890 74.00
RAIPATI 168 35 74.00
LUMP 86208 74.00 63,793
TOTAL 2058 1890 45.61 74.00
TOTAL 1925 1890 86208 63,793
70

BULLOCK,JANICE RIMMER 2019 78,603 MKT CARD 002
PID R 0132.00.00.0058.0000 78,603 PY Val USE 14,810 LAND 002
523 RUSSELL LOOP RD DEF 633793 BLDG 001
LISTER 11/14/2015 MW PROSPECT HILL NC 27314 1.300 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 14 341 PLAT ADDRESS 0000513 RUSSELL LOOP RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 389 905 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF RUSSELL LOOP RD DEEDS 176-505;183-310 DECL TO AFFIX DB 602-537
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD U 12 V 7/20/2001
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adjl Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020KAC HS W/UTIL
1.000 AC 14,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 14,000.000 14,000
2 080KAC 2-4 ACRE
.300 AC 2,700.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,700.000 810

Location #4 — 719 Russell Loop Road

OAKES,JOE BILLY 2019 1113350 MKT CARD 001
PID R 0147.00.00.0018.0000 111,350 PY Val USE 73,904 LAND 005
719 RUSSELL LP RD DEF 37,046 BLDG 001
LISTER 11/23/2015 GP PROSPECT HILL NC 27314 15.690 ACRES 400 XFOB 001
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 11 79 PLAT ADDRESS 0000719 RUSSELL LP RD PROSPECT HILL 27314
NBHD 00000000 USE 000200 AGRICULTURE DEED 290 72 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: RUSSELL LOOP ROAD
BUILDING CHARACTERISTICS for BldgSeq# 001 (Item# 001 )
Code Description Code Description Code Description Code Description Code Description Code Description
MODL 05 MFG HOUSE BVAL 0005C6 MFG HSE/DW ARCH 01 D/W QUAL C3 GRADE C STYS SIZE N/A
FNDN 04 PIER FRME 02 STEELFRAME WNDO N/A EXW1 18 T-111/PLYW EXW2 N/A EXW2%
HEAT 08 CENT H&AC A/C N/A RSTR 01 GABLE RCV1 01 ASPSHINGLE RCV2 N/A RCV2%
INT1 01 SHEETROCK INT2 N/A INT2% FLR1 05 CARPET FLR2 N/A FLR2%
KTCH N/A DPRT 06 BATH BDRM 3 ROOM 6 SPCD N/A
UD-1 N/A FRPL N/A CHMN N/A HBTH N/A BATH C2 2 BATHS FUEL 04 ELECTRIC
FXTR N/A UD-8 N/A RMYR N/A RMYR N/A UD-9% AYB 1985 EYB 1985
AREA CALCULATION TRAVERSE
Subarea Actual Adj Heated Prime Rate Value %Good RCNLD MFG1985=1248$ PCH2O15=432$ DCK2015=168$.
D/W M/H 1248 1248 1248 1248 55.00
PORCH 432 186 55.00
DECK 168 44 55.00
LUMP 67357 55.00 37,046
TOTAL 1848 1248 53.97 55.00
TOTAL 1478 1248 67357 37,046 S2
MFG1985
52
PCH2O15
432.0 sf
DCK2015i
N168.0 sf

OAKES,JOE BILLY 2019 1113350 MKT CARD 002
PID R 0147.00.00.0018.0000 111,350 PY Val USE 73,904 LAND 005
719 RUSSELL LP RD DEF 37,046 BLDG 001
LISTER 11/23/2015 GP PROSPECT HILL NC 27314 15.690 ACRES 400 XFOB 001
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 11 79 PLAT ADDRESS 0000719 RUSSELL LP RD PROSPECT HILL 27314
NBHD 00000000 USE 000200 AGRICULTURE DEED 290 72 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: RUSSELL LOOP ROAD
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 000051 METAL STORAGE 1.000 UT 1 OE 400.000 0000 1.00 1.00 1.00 1.00 100.00 400
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adjl Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020JAC HS W/UTIL
1.000 AC 13,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 13,000.000 13,000
2 280NAC OPEN ON PAVED ROAD
1.000 AC 2,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,000.000 2,000
3 400LAC WOOD ON PAVED RD
8.690 AC 1,600.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,600.000 13,904
4 460MAC ROAD FRONT WOODLAND
2.000 AC 9,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 9,000.000 18,000
5 260MAC ROAD FRONTAGE OPEN
3.000 AC 9,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 9,000.000 27,000

�
(014
RESIDENTULWELL CONSTRUCTION RECORD
North Carolina Department of Environment
and Natural Resources- Division of Water Quality
°"^" ` WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR;
NO
g. WATER ZONES (depth):
KY&A
Top 2.i O Bottom 2? Z Top Bottom
Well Contractor (Individ al) Name
Top Bottom Top Bottom
Bamette Well Drilling Inc.
Top Bottom Top Bottom
Well Contractor Company Name
Thickness/
611 Barnette Tjnale[)
7. CASING: Depth Diameter Weight Material
Street Address
Top Bottom (�ZL Ft. b Y 5011 N/C
Roxboro NC 27574
Top Bottom Ft.
City or Town State Zip Code
Top Bottom Ft.
336 599-0015
Area code Phone number
8. GROUT: Depth Material Method
2. WELL INFORMATION:
0 BottorrFt. Sand/Cement Poured
( d
���Top
WELL CONSTRUCTION PERMIT# i �?010310D.1
Top Bottom Ft.
OTHER ASSOCIATED PERMIT#(if applicable)
Top Bottom Ft.
SITE WELL ID #(if applicable)
9. SCREEN: Depth Diameter Slot Size Material
3. WELL USE (Check Applicable Box): Residential Water Supply IO
Top Bottom Ft. in. in.
DATE DRILLED jj -19
Top Bottom Ft. in. in.
TIME COMPLETED E �D AM O PM
Top Bottom Ft. in. in.
4. WELL LOCATION:
10. SAND/GRAVEL PACK:
p/ l� AS W � t I
- Depth Size Material
CITY: 312 t c,4 �i`% COUNTY
To p Bottom Ft.
//
% 1 �t— 462 G (t i 0 o D Xdf -
: Top Bottom Ft.
(street 14ame, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
Top Bottom Ft.
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
:
❑ Slope ❑ Valley UFTat ❑ Ridge ❑ Other
11. DRILLING LOG
Top Bottom Formation Description
LATITUDE 36 DMS OR 3X.XXXXXXXXX DD
° "
LONGITUDE 75 0 9"DMS OR 7X.XXXXX)000X DD
9
Latitude/longitude source: p3PS []Topographic map
(locadon of well must be shown on a USGS topo map andattached to
=/
:/
this form if not using GPS)
1
5. WELL OWNE
1
�(t S
1
Owner Name
err �o
t Ad ress
StFro, (V A.
/
s r
City or T wn State Zip Code
/
Area code Phone number
' 12. REMARKS:
6. WELL DETAILS: QQ�
Lf U
a. TOTAL DEPTH: l
b. DOES WELL REPLACE EXISTING WELL? YES N NO 6
21'
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN
ACCORDANCE WITH 15A NCAC 2C, WELL CONSTRUCTION
C. WATER LEVEL Below Top of Casing: FT.
(Use "+" If Above Top of Casing)
STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN
PROVIDED TO E WELL O NER.
d. TOP OF CASING IS FT. Above Land Surface'
'Top of casing terminated atfor below land surface may require
=
t
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): METHOD OF TEST Blown 20m
SI ATURE 9f CE TIFt WELL CONTRACTOR DATE
�,� ,,� f h
f. DISINFECTION: Type HT H Amount 10 Cup
PRINTED NAME OF'PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Form GWAa
1617 Mail Service Center, Raleigh, NC 27699-161, Phone: (919)
807-6300 Rev. 2/09

Location #5 —1063 Russell Loop Road

BIG ACORN FARM LLC
2019 100,106 MKT
CARD
001
PID R 0147.00.00.0010.0000
173,900 PY Val
USE
87,520 LAND
006
2104 TURNER RD
DEF
BLDG
000
LISTER 11/23/2015 GP
MEBANE NC 27302
30.800 ACRES
12,586 XFOB
003
TWP HIGHTOWER CITY FIRE
RESCUE
OTHER
LOT 5 BLK
PL BK/PG 17 141 PLAT
ADDRESS 0001063 RUSSELL LOOP
RD PROSPECT HILL 27314
NBHD 00000000 USE 000200
AGRICULTURE DEED 579 89
AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: RUSSELL LOOP RD PLAT
4-194&195 DB 220-641 X
2/18/19 SUBD BY PLT 17/141.
SALES
BUILDING
PERMITS
IN Q RC M V Sale Date Sale
Price Number Type Description
Issued Schd Complt
Revisit Act
Complt Amount
QC U OC V 6/23/2014
NW U 10 V 7/12/2001
EXTRA FEATURES
Seq Bldg Code Description
Length Width Height #Units UT Qty
Qual UTPrice Year
Adj1 Adj2 Adj3
Adj4 %Good Value
001 SHELTR 41-SHELTER
76 64 4864.000 SF
1 0E 3.000 0000
.80 1.00 1.00
1.00 100.00
11,674
002 WDDECK 62-WOODDECK
8 10 80.000 SF
1 0D 5.000 0000
1.00 1.00 1.00
1.00 100.00
400
003 STRGFR 50-STORAGFR
8 8 64.000 SF
1 0D 8.000 0000
1.00 1.00 1.00
1.00 100.00
512
LAND
Seq Zone Code Use
Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2
Adj3 Adj4 Fadj Dadj
Nbad Adj
Eff Rate
Value
1 020LAC
HS W/UTIL
1.000 AC 15,000.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
15,000.000
15,000
3 2800AC
OPEN ON PAVED ROAD
2.000 AC 2,200.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
2,200.000
4,400
4 280NAC
OPEN ON PAVED ROAD
4.000 AC 2,000.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
2,000.000
8,000
5 400LAC
WOOD ON PAVED RD
5.000 AC 1,600.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
1,600.000
8,000
6 400KAC
WOOD ON PAVED RD
15.800 AC 1,400.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
1,400.000
22,120
7 260NAC
ROAD FRONTAGE OPEN
3.000 AC 10,000.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
10,000.000
30,000

Location #6 —1101 Russell Loop Road

LANGLEY,CHRISTOPHER B & JERRI
2019
184,131 MKT
CARD 001
PID R 0147.00.00.0002.0000
THOMPSON JERRI N
184,131 PY Val
USE
52,500 LAND 004
1102 RUSSELL LOOP RD
DEF
1003848 BLDG 001
LISTER 11/22/2015
GP
PROSPECT HILL NC 27314
13.660 ACRES
30,783 XFOB 009
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
A&B BLK
PL BK/PG 11 925
PLAT
ADDRESS
0001102
RUSSELL LOOP
RD PROSPECT HILL 27314
NBHD
00000000 USE 000100 RESIDENTIAL
DEED 306
545
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: RUSSELL LOOP RD
BUILDING CHARACTERISTICS
for BldgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code Description
Code
Description
Code
Description
Code Description
MODL
01 SNG FAMILY
BVAL 0001CA
SNG FAMILY ARCH N/A
QUAL
C4 GRADE C-5
STYS
SIZE OC GRADE C
FNDN
01 BRICK
FRME 01
WOOD FRAME WNDO N/A
EXW1
01 FACE BRICK
EXW2
N/A
EXW2%
HEAT
11 CNTRLHT&AC
A/C
N/A RSTR 01 GABLE
RCV1
02 METAL
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A INT2%
FLR1
05 CARPET
FLR2
N/A
FLR2%
KTCH
N/A
DPRT 03
BATH
BDRM
3
ROOM
5
SPCD N/A
UD-1
N/A
FRPL 1C
FIREPLACE CHMN 1C FP CHIMNEY
HBTH
N/A
BATH C1
1 BATH
FUEL 03 GAS
FXTR
N/A
UD-8
N/A RMYR N/A
RMYR
N/A
UD-9%
AYB
1904 EYB 1980
Subarea Actual
ONE STO 1568
ENCL PO 140
PORCH 144
ONE STO 630
DECK 128
LUMP
TOTAL 2610
TOTAL
AREA CALCULATION
Adj Heated Prime
1568 1568 1568
53
40
630 630 630
26
2198
2317 2198
Rate Value %Good
60.00
60.00
60.00
60.00
60.00
168080 60.00
76.46 60.00
168080
TRAVERSE
RCNLD ONE1900=1568$ ECP1900=140$
DCK2015=128$.
100,848
100,848
PCH1900=144$ ONE1901=630$

LANGLEY,CHRISTOPHER B & JERRI
2019 184,131 MKT
CARD
002
PID R 0147.00.00.0002.0000
THOMPSON JERRI N 184,131
PY Val
USE
52,500 LAND
004
1102 RUSSELL LOOP RD
DEF
100,848 BLDG
001
LISTER 11/22/2015 GP
PROSPECT HILL NC 27314
13.660
ACRES
30,783 XFOB
009
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT A&B BLK
PL BK/PG 11 925 PLAT
ADDRESS 0001102 RUSSELL LOOP
RD PROSPECT HILL
27314
NBHD 00000000
USE 000100 RESIDENTIAL DEED 306 545 AICUZ
PRINTED 6/07/2019 BY
THOMAS
LEGAL: RUSSELL
LOOP RD
EXTRA FEATURES
Seq Bldg Code
Description
Length Width Height #Units UT Qty Qual
UTPrice Year
Adjl Adj2 Adj3
Adj4 %Good
Value
001 PACKHS
35 PACK HSE
36 24 864.000 SF 1 OD
10.000 0000
.20 1.00 1.00
1.00 100.00
1,728
002 CARPRT
6-CARPORT
32 22 704.000 SF 1 OD
2.990 0000
.80 1.00 1.00
1.00 100.00
1,684
003 STRGFR
50-STORAGFR
12 22 264.000 SF 1 OD
8.000 0000
1.00 1.00 1.00
1.00 100.00
2,112
004 SHELTR
41-SHELTER
12 20 1.000 SF 1 OE
3.000 2003
1.00 1.00 1.00
1.00 100.00
3
005 000062
WOOD DECK
1 1 1.000 UT 1 OE
1,500.000 2003
1.00 1.00 1.00
1.00 100.00
1,500
006 SHELTR
41-SHELTER
12 20 240.000 SF 1 OD
3.500 0000
1.00 1.00 1.00
1.00 100.00
840
007 STRGFR
50-STORAGFR
12 12 144.000 SF 1 OD
8.000 0000
.B0 1.00 1.00
1.00 100.00
922
008 SHPF/M
43-SHOP FRAME/M 56 28 1568.000 SF 1 0C
25.000 0000
.50 1.00 1.00
1.00 100.00
19,600
009 LEANTO
LEANTO
56 18 1008.000 SF 1 0C
2.500 0000
.95 1.00 1.00
1.00 100.00
2,394
LAND
Seq Zone
Code Use
Description
Front Depth Back FT
#Units UT UTPrice Adjl Adj2 Adj3
Adj4 Fadj Dadj
Nbad Adj
Eff Rate
Value
1
020LAC
HS W/UTIL
1.660 AC 15,000.000 1.00 1.00 1.00
1.00 1.00 1.00
1.000
15,000.000
24,900
2
280BAC
OPEN ON PAVED ROAD
7.000 AC 1,600.000 1.00 1.00 1.00
1.00 1.00 1.00
1.000
1,600.000
11,200
3
400LAC
WOOD ON PAVED RD
4.000 AC 1,600.000 1.00 1.00 1.00
1.00 1.00 1.00
1.000
1,600.000
6,400
4
260NAC
ROAD FRONTAGE OPEN
1.000 AC 10,000.000 1.00 1.00 1.00
1.00 1.00 1.00
1.000
10,000.000
10,000

(014-7. 0/0
• CASWELL COUNTY ENVIRONMENTAL HEALTH
P.O. Box 1238 - 144 Main Street
YanceyYIlle, NC 27379
336-694-9731
WELL COMPLETION REPORT
Name:
-Address:
ze oa1)
Location:
Distance From Nearest Property We /V Ft. Water Bearing Zones Depth Ft. Ft.
Distance From nearest Source of Pollution ()C) Ft. Casing Depth From to S Ft.
Total Depth of Well&C-0 Ft. GPM 5 Casing Diameter
Static Water Level S� Ft.
Cuing Type: PVC.(SDR-21). , Galvanized Steel Thiel mess In.
If PVC Is Consent Form Attached? Yes Er No 11
Drive Shoe: Yes d No ❑ Height of Casing Above Ground In.
Problems in Setting Casing: Yes ❑ No Er Explain:
Grout Type: Bentonite ❑ Neat ❑ Sand/Cement e Concrete ❑ Annular Space: Width In.
Water in Auftuar Space: ` Yes ❑ - No .C" Method of Grout: Pump ❑ Pressure ❑ Poured ff
If Yes, was water removed? * (Explain}
No. Bags of Portland Cement Depth From to ac) Ft.
Weight of 1 Bag Lbs. ID Plate
DRILLING LOG
Dewh
From To Formation Description
0
7
Z
.3o
36
70
?c>
c60
I hereby certify that the above information is correct
and that this well was constructed in accordance with
the Caswell County Well Ordinance
(G,5 csvL�S
an�e Mor
zgnatwe oLoodbwor
ag f A
Certification # -
II
Date 6/(,J0-C—

Location #7 — 523 Russell Loop Road

WADE 3HARVEY B 2019 95,969 MKT CARD 001
PID R 0132.00.00.0032.0000 95,969 PY Val USE 18,455 LAND 002
523 RUSSELL LOOP RD DEF 76,070 BLDG 001
LISTER 11/14/2015 MW PROSPECT HILL NC 27314 2.650 ACRES 1,444 XFOB 003
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT 1 BLK PL BK/PG 183 311 PLAT ADDRESS 0000523 RUSSELL LOOP RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 183 310 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: RUSSELL LOOP RD PLAT 176 PG 505
BUILDING CHARACTERISTICS for BldgSeq# 001 (Item# 001 )
Code Description Code Description Code Description Code Description Code Description Code Description
MODL 01 SNG FAMILY BVAL 0001CA SNG FAMILY ARCH N/A QUAL C4 GRADE C-5 STYS SIZE OC GRADE C
FNDN 01 BRICK FRME 01 WOOD FRAME WNDO N/A EXW1 01 FACE BRICK EXW2 N/A EXW2%
HEAT 01 CENT HEAT A/C N/A RSTR 01 GABLE RCV1 02 METAL RCV2 N/A RCV2%
INT1 03 MIXED INT2 N/A INT2% FLR1 10 VINYL FLR2 N/A FLR2%
KTCH N/A DPRT 03 BATH BDRM 3 ROOM 5 SPCD N/A
UD-1 N/A FRPL 1C FIREPLACE CHMN 1C FP CHIMNEY HBTH N/A BATH C1 1 BATH FUEL 02 OIL
FXTR N/A UD-8 N/A RMYR N/A RMYR N/A UD-9% AYB 1977 EYB 1986
AREA CALCULATION TRAVERSE
Subarea Actual Adj Heated Prime Rate Value %Good RCNLD ONE1977= N18 CPT1977= W12 518 E12 N18$ UTL2003= N8 W12S8E
ONE STO 1326 1326 1326 1326 69.00 12$N8 E51 S26 W36 PCH1977= W15 55E15 N5$ W15$.
CARPORT 216 54 69.00
UTILITY 96 24 69.00
PORCH 75 21 69.00
Si
LUMP 110247 69.00 76,070
TOTAL 1713 1326 83.14 69.00
TOTAL 1425 1326 110247 76,070

WADE,HARVEY B 2019 95,969 MKT CARD 002
PID R 0132.00.00.0032.0000 95,969 PY Val USE 18,455 LAND 002
523 RUSSELL LOOP RD
LISTER 11/14/2015 MW PROSPECT HILL NC 27314
TWP HIGHTOWER CITY FIRE
LOT 1 BLK PL BK/PG 183 311 PLAT
NBHD 00000000 USE 000100 RESIDENTIAL DEED 183 310 AICUZ
LEGAL: RUSSELL LOOP RD PLAT 176 PG 505
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual
002 000041 SHELTER 20 12 240.000 SF 1 0E
003 000006 CARPORT/INEXPEN 21 18 1.000 UT 1
004 CHNFN4 75-CHNFENC4 400 1 400.000 SF 1 OD
DEF 76,070 BLDG 001
2.650 ACRES 1,444 XFOB 003
RESCUE OTHER
ADDRESS 0000523 RUSSELL LOOP RD PROSPECT HILL 27314
PRINTED 6/07/2019 BY THOMAS
UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
3.000 0000 .20 1.00 1.00 1.00 100.00 144
600.000 0000 1.00 1.00 1.00 1.00 100.00 600
3.500 0000 .50 1.00 1.00 1.00 100.00 700
Eff Rate Value
14,000.000 14,000
2,700.000 4,455
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT
UTPrice
Adjl
Adj2
Adj3
Adj4
Fadj
Dadj
Nbad Adj
1 020KAC HS W/UTIL
1.000 AC
14,000.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000
2 080KAC 2-4 ACRE
1.650 AC
2,700.000
1.00
1.00
1.00
1.00
1.00
1.00
1.000

Location #8 — 595 Russell Loop Road

MURRAY,DENNIS & DISHMAN,LESSIE
2019
156,604 MKT
CARD 001
PID R 0132.00.00.0031.0000
L/E &CHRISTINE MURRAY(1/3)
80,978 PY Val
USE
27,284 LAND 002
PO BOX 10
DEF
123,912 BLDG 001
LISTER 11/14/2015
MW
PROSPECT HILL NC 27314
5.920
ACRES
5,408 XFOB 004
TWP HIGHTOWER
CITY FIRE
RESCUE
OTHER
LOT
3&4 BLK
PL BK/PG
PLAT
ADDRESS
0000595
RUSSELL LOOP RD PROSPECT HILL 27314
NBHD
00000000 USE
000100 RESIDENTIAL DEED 607
745
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: 595 RUSSELL
LOOP
RD DB220-597
BUILDING CHARACTERISTICS for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code Description
Code
Description
Code
Description
Code Description
MODL
01 SNG FAMILY
BVAL
0001CG SNG FAMILY ARCH 23 OFFMODULAR
QUAL
C3 GRADE C
STYS
SIZE OC GRADE C
FNDN
02 CONC BLOCK
FRME
01 WOOD FRAME WNDO N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
02 HEAT PUMP
A/C
01 CENTRALA/C RSTR 01 GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A INT2%
FLR1
14 CPT/VNYL
FLR2
N/A
FLR2%
KTCH
N/A
DPRT
02 BATH
BDRM
3
ROOM
SPCD N/A
UD-1
N/A
FRPL
N/A CHMN N/A
HBTH
N/A
BATH C2
2 BATHS
FUEL 04 ELECTRIC
FXTR
N/A
UD-8
N/A RMYR N/A
RMYR
N/A
UD-9%
AYB
2017 EYB 2017
AREA CALCULATION
TRAVERSE
Subarea
Actual
Adj
Heated Prime Rate
Value %Good
RCNLD ONE2017=1560$ PCH2017=176$.
ONE STO
1560
1560
1560 1560
100.00
PORCH
176
49
100.00
LUMP
123912100.00
123,912
TOTAL
1736
1560 79.43
100.00
TOTAL
1609
1560
123912
123,912 eo'
ONE2017
1560.0 sf
60'
22'
zoPCH2O17 co
176.0 sf
-----------------------------
22'

MURRAY,DENNIS & DISHMAN,LESSIE
2019 156,604 MKT
CARD
002
PID
R 0132.00.00.0031.0000
L/E &CHRISTINE MURRAY(1/3)
80,978 PY Val
USE
27,284 LAND
002
PO BOX 10
DEF
123,912 BLDG
001
LISTER
11/14/2015 MW
PROSPECT HILL NC 27314
5.920
ACRES
5,408 XFOB
004
TWP
HIGHTOWER CITY
FIRE
RESCUE
OTHER
LOT
3&4 BLK
PL BK/PG PLAT
ADDRESS 0000595 RUSSELL LOOP
RD PROSPECT HILL 27314
NBHD
00000000 USE 000100
RESIDENTIAL DEED 607 745
AICUZ PRINTED 6/07/2019 BY
THOMAS
LEGAL:
595 RUSSELL LOOP RD DB220-597
SALES
BUILDING PERMITS
IN Q
RC M V Sale Date Sale
Price Number Type Description
Issued Schd Complt
Revisit Act
Complt Amount
WD U
OG I 6/25/2018
16315 PORC PORCH
7/09/2018
7/19/2018
WL U
12 I 9/30/2002
16187 MODU MODULAR
10/26/2017
3/02/2018
EXTRA FEATURES
Seq
Bldg Code Description
Length Width Height #Units UT
Qty Qual UTPrice Year
Adj1 Adj2 Adj3
Adj4 %Good Value
002
MHSPAC 33-M/H SPAC
1.000 UT
1 0D 3,100.000 0000
1.00 1.00 1.00
1.00 100.00
3,100
004
000041 SHELTER
1.000 SF
1 0D 100.000 0000
1.00 1.00 1.00
1.00 100.00
100
005
SHELTR 41-SHELTER
20 14 280.000 SF
1 0D 3.500 2017
.95 1.00 1.00
1.00 100.00
931
006
STRGFR 50-STORAGFR
14 12 168.000 SF
1 0D 8.000 2017
.95 1.00 1.00
1.00 100.00
1,277
LAND
Seq
Zone Code Use
Description
Front
Depth Back FT
#Units UT UTPrice Adj1 Adj2
Adj3 Adj4 Fadj Dadj
Nbad Adj
Eff Rate
Value
1
020KAC
HS W/UTIL
1.000 AC 14,000.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
14,000.000
14,000
2
080KAC
2-4 ACRE
4.920 AC 2,700.000 1.00 1.00
1.00 1.00 1.00 1.00
1.000
2,700.000
13,284

Location #9 —115 Beaver Falls Drive

HEBERT,GENE M
& SYLVIA C
2019
109,563 MKT
CARD 001
PID R 0147.00.00.0021.0000
109,563 PY Val
USE
55,704 LAND 003
PO BOX
171
DEF
53,859 BLDG 001
LISTER 11/23/2015
GP
PROSPECT HILL
NC 27314 0171
12.940
ACRES
XFOB 001
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
5 BLK
PL BK/PG 11 184
PLAT
ADDRESS
0000115
BEAVER FALLS DR PROSPECT HILL 27314
NBHD
00000000
USE 000100 RESIDENTIAL
DEED 256
534
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: BEAVER FALLS
DR OFF RUSSELL LP
BUILDING CHARACTERISTICS for
B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description
Code
Description
Code
Description
Code
Description
Code Description
MODL
05 MFG HOUSE
BVAL 0005C6
MFG HSE/DW
ARCH
N/A
QUAL
C2 GRADE C+5
STYS
SIZE N/A
FNDN
01 BRICK
FRME 02
STEELFRAME
WNDO
N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
08 CENT H&AC
A/C
N/A
RSTR 01 GABLE
RCV1
02 METAL
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A
INT2%
FLR1
08 CARPT/VYNL
FLR2
N/A
FLR2%
KTCH
N/A
DPRT 06
BATH
BDRM
4
ROOM
7
SPCD N/A
UD-1
N/A
FRPL 1C
FIREPLACE
CHMN
N/A
HBTH
N/A
BATH C3
3 BATHS
FUEL 04 ELECTRIC
FXTR
N/A
UD-8
N/A
RMYR
N/A
RMYR
N/A
UD-9%
AYB
1991 EYB 1995
AREA CALCULATION TRAVERSE
Subarea Actual Adj Heated Prime Rate Value %Good RCNLD MFG1991= N24 E69 S24 W14
D/W M/H 1656 1656 1656 1656 65.00 24 W31$.
DECK 288 75 65.00
LUMP 82860 65.00 53,859
TOTAL 1944 1656 50.03 65.00
TOTAL 1731 1656 82860 531859
It
DCK1991= S12 W24 N12 E24$ W
69

HEBERT,GENE M & SYLVIA C 2019 109,563 MKT CARD 002
PID R 0147.00.00.0021.0000 109,563 PY Val USE 55,704 LAND 003
PO BOX 171 DEF 53,859 BLDG 001
LISTER 11/23/2015 GP PROSPECT HILL NC 27314 0171 12.940 ACRES XFOB 001
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT 5 BLK PL BK/PG 11 184 PLAT ADDRESS 0000115 BEAVER FALLS DR PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 256 534 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: BEAVER FALLS DR OFF RUSSELL LP
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 000099 MISC BUILDING 1.000 UT 1 .000 0000 1.00 1.00 1.00 1.00 100.00
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 0203AC HS W/UTIL
1.000 AC 13,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 13,000.000 13,000
2 400LAC WOOD ON PAVED RD
7.940 AC 1,600.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,600.000 12,704
3 460KAC ROAD FRONT WOODLAND
4.000 AC 7,500.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 7,500.000 30,000

�- -• - � j� �i�llvPrY'
Caswell_Qd�nty Health- Depart mentf -
VA Well Permit
Date: 4 1 l is Permit V- 'd A
er fYt � a v
ocatiorn/Direcdons:
5� !?—1
'Subdivision Name: OeA� T
Drilling Contractor.
ears
SR# L�
Lot #
WELL CONSTRUCTION
Distance from Nearest ftWerty Liner g u-s - - Distance from Source of
Pollution m
Total Depth: 4
FL Yield: JL GPM Static Water Level _^L FL
Water Bearing Zones: Depth �� Ft. Ft. �S.�.Ft. FL
Casing: Depth: From 10—to Ft. Diameter: %• inches
TYPE: Steel Galvanized Steel
If Steel, does owner approve: Yes No
Weight:..,1.3 Thickness: J eight Above Ground: T Inches
Drive Shoe: Yes ✓ No
Were Problems Encountered in Setting the Casing? Yes No
If "yes" give reason:
Grout: Type: Neat -`r Sand/Cement Concrete
Awtular Space Width 3 Inches
Water in Annular Space: Yes No ✓
Method Pumped' Pressure Poured �—
Depth: From D to FL
Mataiials Used No. Bags Portland Cement. Weight of 1 bag
lbs.
If 'lure (sand, gravvk cuttings) -Ratio: � to
ID Plates: Yes es_ No
E HERE]
ME W
FORTH

Location #10 — 206 Beaver Falls Drive

COOK,SARA CHRISTINE
2019
93,585 MKT
CARD 001
PID R 0147.00.00.0001.0000
93,585 PY Val
USE
45,040 LAND 002
312 MASON ROAD
DEF
44,945 BLDG 001
LISTER 11/22/2015
GP
DURHAM NC 27712
17.020
ACRES
3,600 XFOB 002
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
4 BLK
A
PL BK/PG 11 184
PLAT
ADDRESS
0000206
BEAVER FALLS DR PROSPECT HILL 27314
NBHD
00000000
USE 000100 RESIDENTIAL
DEED 545
1264
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: BEAVER FALLS
DRIVE OFF
RUSSELL LOOP RD PLAT
11 PG 135
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code
Description
Code
Description
Code
Description
Code Description
MODL
05 MFG HOUSE
BVAL 0005D6
MFG HSE/DW ARCH 01
D/W
QUAL
D2 GRADE D+5
STYS
SIZE N/A
FNDN
04 PIER
FRME 02
STEELFRAME WNDO
N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
08 CENT H&AC
A/C
N/A RSTR 01
GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
02 WOODPANEL
INT2
N/A INT2%
FLR1
05 CARPET
FLR2
N/A
FLR2%
KTCH
N/A
DPRT 06
BATH
BDRM
3
ROOM
5
SPCD N/A
UD-1
N/A
FRPL
N/A CHMN
N/A
HBTH
N/A
BATH D2
2 BATHS
FUEL 01 NONE
FXTR
N/A
UD-8
N/A RMYR
N/A
RMYR
N/A
UD-9%
AYB
1992 EYB 1992
Subarea Actual
D/W M/H 1960
PORCH 80
DECK 188
DECK 96
LUMP
TOTAL 2324
TOTAL
AREA CALCULATION
Adj Heated Prime
1960 1960 1960
34
49
25
1960
2068 1960
Rate Value %Good
62.00
62.00
62.00
62.00
72493 62.00
36.98 62.00
72493
TRAVERSE
RCNLD MFG1992=1960$ PCH1992=80$
44,945
44,945
oo
N
DCK2003=188$ DCK2015=96$.
10
oo
N

COOK,SARA CHRISTINE 2019 93,585 MKT CARD 002
PID R 0147.00.00.0001.0000 93,585 PY Val USE 45,040 LAND 002
312 MASON ROAD DEF 44,945 BLDG 001
LISTER 11/22/2015 GP DURHAM NC 27712 17.020 ACRES 3,600 XFOB 002
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT 4 BLK A PL BK/PG 11 184 PLAT ADDRESS 0000206 BEAVER FALLS DR PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 545 1264 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: BEAVER FALLS DRIVE OFF RUSSELL LOOP RD PLAT 11 PG 135
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD U 0E I 2/16/2010
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 000027 DETACHED FR GAR 1.000 SF 1 0D 3,000.000 0000 .40 1.00 1.00 1.00 100.00 1,200
002 FRMBRN 1-FRAME BARN 30 40 1200.000 SF 1 0E 5.000 0000 .40 1.00 1.00 1.00 100.00 2,400
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020JAC HS W/UTIL
1.000 AC 13,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 13,000.000 13,000
2 280NAC OPEN ON PAVED ROAD
16.020 AC 2,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,000.000 32,040

IN 0.
CASWELLJC-GUNHEALTH DEPARTMENT Ile
ENVIRONMENTAL HEALTH DIVISION
n �
:(This :permit Tex0ires five
-years from ,dafte of ,issue)
WELL P, E RM -1 T
New Well
Replacement W 11
NAME
Directions to Site exkleq Rd. .10
Well to Serve: eff Residence Mobile Home Park Other
Sketch of Well Site Sketch -of Installation
WEL[ RqNSTRUCTION
% . I
Distance from nearest property line
Distance from
Water bearing Zones: Depth TO ft,,q4'�Ft
_ .. 9'_
source of pollutlion
Casing: Depth: 'Fromm to .3 ft
Total depth of well ft GPM ­
i i Diameter
T
ttatic Waterlevel
Casing, Type:, Steel
—:Ft
Galvanized 'Steel J� �_' Thickness I
If steel, :does owner approve:
Yes
Drive Shoe t--Yes
.:-.No
No Height f.casing above ground inches
Problems in setting casing
Yes 0. Explain
Grout Type: Neat —,L;,Sand/ Cement .-Ooncrfeita- ..Annula'r space width 1n.
Water in Annular space — Yes
-J=,jgo,— Method, -of Grout Pump — Pressure _lured
No. Bags of Portland Cement Depth: From to 0 ft
Weight of 1 bag lbs.
Proper Slab Constructed ID !Plate
DRILLING -LOG
Depth I
From 1 To Formation Description I
Permit Issued By
Inspection Completed By
�L�JI,�sT.
I berdbytertify that :the *.above information :is rmrxect
-and :that this welg,.was,construcited in accordance -with
the Casw%O Pouifty.Well0rdin :y nZ - a, c "g,
Si varure.4f.'Contractor Date
#A-
'A7 9-3
Date t75
Date 2 :5- -1z 3

Location #11 — 258 Beaver Falls Drive

WORSHAM,LORA
2019
163,529 MKT
CARD 001
PID R 0147.00.00.0026.0000
163,529 PY Val
USE
35,250 LAND 003
258 BEAVER FALLS
DR
DEF
126,661 BLDG 001
LISTER 11/23/2015
GP
PROSPECT HILL
NC 27314
15.750
ACRES
1,618 XFOB 003
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
4 BLK
PL BK/PG
11 184
PLAT
ADDRESS
0000258
BEAVER FALLS DR PROSPECT HILL 27314
NBHD
00000000 USE 000200 AGRICULTURE
DEED 451
556
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: BEAVER FALLS DRIVE
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code
Description
Code
Description
Code
Description
Code Description
MODL
01 SNG FAMILY
BVAL 0001CG
SNG FAMILY ARCH
N/A
QUAL
C3 GRADE C
STYS
SIZE OC GRADE C
FNDN
01 BRICK
FRME 01
WOOD FRAME WNDO
N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
02 HEAT PUMP
A/C
N/A RSTR
01 GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A INT2%
FLR1
20 MIXED
FLR2
N/A
FLR2%
KTCH
N/A
DPRT 02
BATH
BDRM
4
ROOM
10
SPCD N/A
UD-1
N/A
FRPL
N/A CHMN
N/A
HBTH
N/A
BATH C3
3 BATHS
FUEL 04 ELECTRIC
FXTR
N/A
UD-8
N/A RMYR
N/A
RMYR
N/A
UD-9%
AYB
1994 EYB 1994
Subarea Actual
1.50 ST 1456
STOOP 24
RAIPATI 294
STOOP 24
AREA CALCULATION
Adj Heated Prime
2038 2184 1456
5
35
5
Rate Value %Good
83.00
83.00
83.00
83.00
TRAVERSE
RCNLD 0501994= N16 STP1994= W4 N6 E4S6$ N6 N6 E7 RPO1994= N14 E
21 S14 W21$ E21 E24 S28 W23 STP1995= S4 W6 N4 E6$ W6
W23$.
21
LUMP 152604 83.00 126,661
TOTAL 1798 2184 69.87 83.00
TOTAL 2083 1456 152604 126,661

WORSHAM,LORA 2019 163,529 MKT CARD 002
PID R 0147.00.00.0026.0000 163,529 PY Val USE 35,250 LAND 003
258 BEAVER FALLS DR DEF 126,661 BLDG 001
LISTER 11/23/2015 GP PROSPECT HILL NC 27314 15.750 ACRES 1,618 XFOB 003
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT 4 BLK PL BK/PG 11 184 PLAT ADDRESS 0000258 BEAVER FALLS DR PROSPECT HILL 27314
NBHD 00000000 USE 000200 AGRICULTURE DEED 451 556 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: BEAVER FALLS DRIVE
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD U OE I 3/16/2004
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 SHELTR 41-SHELTER 20 12 240.000 SF 1 0D 3.500 0000 .20 1.00 1.00 1.00 100.00 168
002 STRGFR 50-STORAGFR 16 12 192.000 SF 1 0D 8.000 0000 .55 1.00 1.00 1.00 100.00 845
003 CARPRT 6-CARPORT 21 18 378.000 SF 1 0E 4.000 2003 .40 1.00 1.00 1.00 100.00 605
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 0203AC HS W/UTIL
1.000 AC 13,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 13,000.000 13,000
2 400LAC WOOD ON PAVED RD
8.000 AC 1,600.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,600.000 12,800
3 400KAC WOOD ON PAVED RD
6.750 AC 1,400.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,400.000 9,450

� Caswell -Caunt.y..Health- Depairtment , '..'
Weilt Pet,mit
15--wAlm. g 8euve-vFal
ma.. Perini ; o"idl: tears
Locatiotx/l nations:
umfif%-
7
Subdivision Name: Lot #
DdIling Com'wtw.y�'i2
S
Distance ism Nearest Line'LE Distassoe from Sawrce _of
Ploihitirnt 0 u-
r�
Water Level �_FL
Total Depth: 'Yield: _3 D GP3grFL
Zones:: Depth �� Ft.� Ft. Ft.
Water .Beeping
Casing: Dep&- From ,y to Ft. Diatneter. `f Inches
r �G
TYPE: Steel artind Steel
If Steel,dr owner approve: Yes No
Weight: .1s: Height Above Ground:._Inches
Drive Slave: Yes No
Were ftoblems Encountered in Setting �'Casing? Yes NoIf
*d
"yes" give reason:
Grout: Type:' Neat SattyCernat
Anna al Space Width :3 *hcs
Water m Armulm Spar Yes io �.---
Method: -Pumped., Pressure Poured-L...,
I)V& From to - . FL
'Maud& tsed-. No. Bags Portland Ces�au Weight of 1 bag
If (sand, gravel cuttings) - Ratio: _ to
ID Plhtes: yes. .. No--'
C�
i HEREBY CERTIFY THAT THE ABOVE INFORMATION IS CORRECT AND THAT
THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH REGULATIONS SET
FORTH BY THE CASWEL L COUNTY HEALTH DEPARTMENT.
of Contras `' Date
' 's Si 17�L
Date Issued
-9�an's Signature Date Completed
Sketch well location on reverse side.

Location #12 — 802 Russell Loop Road

KEMPER,DALE R
TRUSTEE
2019
299,255 MKT
CARD 001
PID R 0147.00.00.0031.0000
71,988 PY Val
USE
78,488 LAND 003
28 HENRY DANIELS
RD
DEF
217,796 BLDG 001
LISTER
PROSPECT HILL
NC 27314
19.180
ACRES
2,971 XFOB 003
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
1 BLK
PL BK/PG
11 184
PLAT
ADDRESS
0000802
RUSSELL LOOP RD PROSPECT HILL 27314
NBHD
00000000 USE
000100
RESIDENTIAL
DEED 596
972
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: RUSSELL LOOP
& HENRY
DANIELS X X X
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code
Description
Code
Description
Code
Description
Code Description
MODL
01 SNG FAMILY
BVAL 0001CG
SNG FAMILY ARCH
10 CONVENTL
QUAL
C1 GRADE C+10
STYS
SIZE OC GRADE C
FNDN
06 STONE
FRME 01
WOOD FRAME WNDO
N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
02 HEAT PUMP
A/C 01
CENTRALA/C RSTR
02 HIP
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A INT2%
FLR1
17 LAMINATED
FLR2
N/A
FLR2%
KTCH
N/A
DPRT 02
BATH
BDRM
3
ROOM
SPCD N/A
UD-1
N/A
FRPL 1C
FIREPLACE CHMN
N/A
HBTH
N/A
BATH C2
2 BATHS
FUEL 04 ELECTRIC
FXTR
N/A
UD-8
N/A RMYR
N/A
RMYR
N/A
UD-9%
AYB
2018 EYB 2018
Subarea Actual
ONE STO 1887
PORCH 441
FIN GAR 1352
DECK 16
LUMP
TOTAL 3696
TOTAL
AREA CALCULATION
Adj Heated Prime
1887 1887 1887
123
635
3
1887
2648 1887
Rate Value %Good
100.00
100.00
100.00
100.00
217796100.00
115.41 100.00
217796
TRAVERSE
RCNLD ONE2018=1887$ PCH2O18=441$
217,796
217,796
DCK2
16.0
FGR2018=1352$ DCK2018=16$.

KEMPER,DALE R TRUSTEE
2019 299,255 MKT
CARD
002
PID R 0147.00.00.0031.0000
71,988 PY
Val USE
78,488 LAND
003
28 HENRY DANIELS RD
DEF
217,796 BLDG
001
LISTER
PROSPECT HILL NC 27314
19.180 ACRES
2,971 XFOB
003
TWP HIGHTOWER
CITY
FIRE
RESCUE OTHER
LOT 1 BLK
PL BK/PG 11 184
PLAT ADDRESS 0000802 RUSSELL LOOP
RD PROSPECT HILL 27314
NBHD 00000000
USE 000100
RESIDENTIAL DEED 596 972
AICUZ
PRINTED 6/07/2019 BY
THOMAS
LEGAL: RUSSELL
LOOP & HENRY
DANIELS X X X
16202 SFD SING FAML
12/07/2017
4/06/2018
EXTRA FEATURES
Seq Bldg Code
Description
Length Width Height #Units UT
Qty Qual UTPrice Year Adj1 Adj2 Adj3
Adj4 %Good Value
001 STRGML
51-STORAGML
20 8 160.000 SF
1 0C
10.000 2018 .97 1.00 1.00
1.00 100.00
1,552
002 CNCPAV
82-CONCPAVE
32 25 800.000 SF
1 0C
1.500 2018 .95 1.00 1.00
1.00 100.00
1,140
003 CHNFN4
75-CHNFENC4
72 1 72.000 SF
1 0C
4.000 2018 .97 1.00 1.00
1.00 100.00
279
LAND
Seq Zone
Code Use
Description
Front Depth Back FT
#Units UT UTPrice Adj1
Adj2 Adj3 Adj4
Fadj Dadj Nbad Adj
Eff Rate
Value
1
020KAC
HS W/UTIL
1.000 AC 14,000.000 1.00
1.00 1.00 1.00
1.00 1.00 1.000
14,000.000
14,000
2
460KAC
ROAD FRONT WOODLAND
6.000 AC 7,500.000 1.00
1.00 1.00 1.00
1.00 1.00 1.000
7,500.000
45,000
3
400LAC
WOOD ON PAVED RD
12.180 AC 1,600.000 1.00
1.00 1.00 1.00
1.00 1.00 1.000
1,600.000
19,488

Location #13 — 915 Russell Loop Road

DIX,DOROTHY W &
2019
75,191 MKT
CARD
001
PID
R 0147.00.00.0013.0000
RICHARD E WILBORNE (ITRS)
75,191 PY Val
USE
19,400
LAND
002
2386 RED MARSHALL RD
DEF
55,503
BLDG
001
LISTER
11/23/2015 GP
PELHAM NC 27311
3.000 ACRES
288
XFOB
002
TWP
HIGHTOWER CITY
FIRE
RESCUE
OTHER
LOT
BLK
PL BK/PG 12 126
PLAT ADDRESS
0000915 RUSSELL LP
RD PROSPECT HILL 27314
NBHD
00000000 USE 000100
RESIDENTIAL DEED 610
1377 AICUZ
PRINTED 6/07/2019
BY THOMAS
LEGAL: RUSSELL LOOP RD DEED 241-756 X 6/18/13 REMOVED ROBERT L KIRBY
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description
Code
Description
Code
Description
Code
Descript
MODL
05 MFG HOUSE
BVAL
0005C6
MFG HSE/DW
ARCH
N/A
QUAL
C2 GRADE C+5
STYS
FNDN
01 BRICK
FRME
02
STEELFRAME
WNDO
N/A
EXW1
03 VINYL
EXW2
N/A
HEAT
03 ELEC BB
A/C
01
CENTRALA/C
RSTR 01
GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
INT1
01 SHEETROCK
INT2
N/A
INT2%
FLR1
05 CARPET
FLR2
N/A
KTCH
N/A
DPRT
06
BATH
BDRM
3
ROOM
6
UD-1
N/A
FRPL
1C
FIREPLACE
CHMN
N/A
HBTH
N/A
BATH C2
2 BATHS
FXTR
N/A
UD-8
N/A
RMYR
N/A
RMYR
N/A
UD-9%
AREA CALCULATION
Subarea
Actual
Adj
Heated Prime Rate
Value %Good
D/W M/H
1904
1904
1904 1904
64.00
DECK
55
14
64.00
DECK
16
4
64.00
LUMP
86724 64.00
TOTAL
1975
1904 45.54
64.00
TOTAL
1922
1904
86724
TRAVERSE
RCNLD MFG1994=1904$ DCK1994=55$
55,503
55,503
co
N
4
on Code Description
SIZE N/A
EXW2%
RCV2%
FLR2%
SPCD N/A
FUEL 04 ELECTRIC
AYB 1994 EYB 1994
DCK1995=16$.
11
00
N

DIX,DOROTHY W & 2019 75,191 MKT CARD 002
PID R 0147.00.00.0013.0000 RICHARD E WILBORNE (JTRS) 75,191 PY Val USE 19,400 LAND 002
2386 RED MARSHALL RD DEF 55,503 BLDG 001
LISTER 11/23/2015 GP PELHAM NC 27311 3.000 ACRES 288 XFOB 002
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 12 126 PLAT ADDRESS 0000915 RUSSELL LP RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 610 1377 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: RUSSELL LOOP RD DEED 241-756 X 6/18/13 REMOVED ROBERT L KIRBY
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD Q I 12/04/2018 80,000
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 STRGFR 50-STORAGFR 12 10 120.000 SF 1 0E .000 0000 .60 1.00 1.00 1.00 100.00
003 STRGML 51-STORAGML 12 12 144.000 SF 1 0E 5.000 0000 .40 1.00 1.00 1.00 100.00 288
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020KAC HS W/UTIL
1.000 AC 14,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 14,000.000 14,000
2 080KAC 2-4 ACRE
2.000 AC 2,700.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,700.000 5,400

Location #14 — 28 Henry Daniels Road

KEMPER,DALE R
TRUSTEE
2019
483,396 MKT
CARD 001
PID R 0147.00.00.0025.0000
483,396 PY Val
USE
62,675 LAND 004
28 HENRY DANIELS
RD
DEF
378,973 BLDG 001
LISTER 11/23/2015
GP
PROSPECT HILL
NC 27314
33.050 ACRES
41,748 XFOB 004
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
2 BLK
PL BK/PG
11
184
PLAT ADDRESS
0000028 HENRY DANIELS RD PROSPECT HILL 2731
NBHD 00000000
USE 000200 AGRICULTURE
DEED
596
972 AICUZ
PRINTED 6/07/2019
BY THOMAS
LEGAL:
HENRY DANIELS RD
& RUSSELL LP DB 263-41 X
X
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001 )
Code Description
Code
Description Code
Description
Code Description
Code Description
Code Description
MODL 01
SNG FAMILY
BVAL
0001AA SNG FAMILY ARCH
N/A
QUAL A5 GRADE A-10
STYS
SIZE OA GRADE A
FNDN 01
BRICK
FRME
01 WOOD FRAME WNDO
N/A
EXW1 01 FACE BRICK
EXW2 N/A
EXW2%
HEAT 11
CNTRLHT&AC
A/C
N/A RSTR
02 HIP
RCV1 01 ASPSHINGLE
RCV2 N/A
RCV2%
INT1 01
SHEETROCK
INT2
N/A INT2%
FLR1 12 HARDWOOD
FLR2 N/A
FLR2%
KTCH
N/A
DPRT
03 BATH
BDRM 4
ROOM 11
SPCD N/A
UD-1
N/A
FRPL
3A FIREPLACE CHMN
2A FP CHIMNEY
HBTH Al 1 HALFBATH
BATH A2 2 BATHS
FUEL 03 GAS
FXTR
N/A
UD-8
N/A RMYR
N/A
RMYR N/A
UD-9% AYB
1992 EYB 1992
AREA CALCULATION
TRAVERSE
Subarea
Actual
Adj
Heated Prime Rate
Value
%Good
RCNLD TWO1992=1453$ FG51992=548$
DKP1993=605$ RP01992=266$
TWO STO
1453
2819
2906 1453
75.25
DKO1992=254$ FNB1992=1435$.
.5STY/F
548
630
630 548
75.25
DECK/PA
605
127
75.25
RAIPATI
266
32
75.25
......................................43;fi,......................................,
DECK/ON
254
305
254
75.25
DKP1993
FINSH B
1435
804
75.25
eosssf
LUMP
503619
75.25
378,973
21
TOTAL
4561
3790 132.88
75.25
lo 8.128
21. 6'
TOTAL
4717
2001
503619
378,973
as
TWO1992
o FG51992
547.5 sf -
1452.7 sf
D
21. 1'
43, a'
RP01992 2ee.o 4

KEMPER,DALE
R TRUSTEE 2019 483,396 MKT
CARD
002
PID R 0147.00.00.0025.0000
483,396 PY Val
USE
62,675 LAND
004
28 HENRY DANIELS RD
DEF
378,973 BLDG
001
LISTER 11/23/2015 GP
PROSPECT HILL
NC 27314 33.050
ACRES
41,748 XFOB
004
TWP HIGHTOWER CITY
FIRE RESCUE
OTHER
LOT 2 BLK
PL
BK/PG 11 184 PLAT ADDRESS 0000028 HENRY DANIELS
RD PROSPECT HILL 2731
NBHD 00000000 USE 000200
AGRICULTURE
DEED 596 972 AICUZ PRINTED 6/07/2019 BY
THOMAS
LEGAL: HENRY DANIELS RD & RUSSELL
LP DB 263-41
X X
SALES
BUILDING PERMITS
IN Q RC M V Sale Date Sale
Price Number
Type Description Issued Schd Complt
Revisit Act
Complt Amount
WD U OP I 12/13/2016
390,000 16041
ASBL ASSOR BLDG 2/01/2017
WD Q I 11/02/2006
650,000 13988
RENO RENOVATION 11/08/2010
EXTRA FEATURES
Seq Bldg Code Description
Length Width Height #Units UT Qty Qual UTPrice Year
Adj1 Adj2 Adj3
Adj4 %Good Value
001 CNCSLB 74-CONCSLAB
30 24
720.000 SF 1 0C 2.000 0000
.70 1.00 1.00
1.00 100.00
1,008
002 ADRIVE 7-ASPDRIVE
1600 8
12800.000 SF 1 0B 2.250 2002
.80 1.00 1.00
1.00 100.00
23,040
003 000006 CARPORT/INEXPEN
21 18
1.000 UT 1 600.000 2017
1.00 1.00 1.00
1.00 100.00
600
004 MTLGAR METAL GARAGE
40 30
1200.000 SF 1 0C 15.000 2017
.95 1.00 1.00
1.00 100.00
17,100
LAND
Seq Zone Code Use
Description
Front Depth Back FT
#Units UT
UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj
Nbad Adj
Eff Rate
Value
1 020LAC
HS W/UTIL
1.000 AC
15,000.000 1.00 1.00 1.00 1.00 1.00 1.00
1.000
15,000.000
15,000
2 300NAC
OPEN ON DIRT ROAD
2.000 AC
1,750.000 1.00 1.00 1.00 1.00 1.00 1.00
1.000
1,750.000
3,500
3 420LAC
WOOD ON DIRT ROAD
21.050 AC
1,500.000 1.00 1.00 1.00 1.00 1.00 1.00
1.000
1,500.000
31,575
4 420KAC
WOOD ON DIRT ROAD
9.000 AC
1,400.000 1.00 1.00 1.00 1.00 1.00 1.00
1.000
1,400.000
12,600

�Caswel1,
o! §r
Date• �14 "'11 This
Owner: Mi mn 42 . .
Subdivision Name:
Drilling Contractor:
County
a# Well
28 Ne►� � �ay;el �
Health- Department �
Permit �
Oe*m r. tv
S #
Ft -
Lot #
WELL CONSTR ON b
Distance fro Nearest Line � Distance from Source of
Pbllutzon CD
Total Depth: Wit,. Yield: GPM Static Water Level e9 Ft.
Water Bearing Zones: Depth Ft. j9SL Ft. Ft.
Casing: Depth: From 0 to -7A_ Ft. Diameter: Inches
TYPE: Steel Galvanized Steel lf3B W A 1 i
If Steel, does owner approve: Yes 1-/' No $N
Weight: 1 *S f khiclrness• Height Above Ground: Inches
Drive Shoe: Yes No ✓
Were Problems Encountered in Setting the Casing? Yes No
If "yes" give reason:
Grout: Type: Neat S ement Concrete
Annular Space Width Inches
Water in Aimular Space: Yes No
Method: Pumped Pressure Poured
Depth. From 0 to Ft.
M Used: No. Bags Portland Cement Weight of 1 bag
lbs.
If mixture (sand, grave gs) - Ratio: to
ID Plates: Yes No
lab Yes No
CS�& Is
ULLING LOG
Void After 3 Years
I PH 'i
2�
[ HEREBY CERTIFY THAT THE ABOVE INFORMATION IS CORRECT AND THAT
THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH REGULATIONS SET
FORTH BY THE CASWELL COUNTY H TH DEPAR E I'.
Signature enactor Date
4I' •WAV,�`sP'ITry.�.�f.i•��i������
I
'1
f

Location #15 — 200 Henry Daniels Road

OESTREICHER,KAREN ETAL
2019
200,832 MKT
CARD 001
PID R 0147.00.00.0019.0000
200,832 PY Val
USE
47,565 LAND 003
228 CACTUS DR
DEF
140,864 BLDG 001
LISTER 11/23/2015
GP
PROSPECT HILL NC 27314
18.010 ACRES
12,403 XFOB 001
TWP HIGHTOWER
CITY FIRE
RESCUE
OTHER
LOT
B BLK
PL BK/PG 15 871
PLAT
ADDRESS
0000200
HENRY DANIELS RD PROSPECT HILL 2731
NBHD
00000000 USE 000200 AGRICULTURE DEED 503
835
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: HENRY DANIELS RD
REF DEEDS 318-857;352-95 PLAT 11/135
8/6/07
AC INCREASE P/P
15/871'
BUILDING CHARACTERISTICS
for B1dgSeq#
001 (Item#
001
)
Code
Description
Code
Description Code Description
Code
Description
Code Description
Code Description
MODL
01 SNG FAMILY
BVAL
0001CG SNG FAMILY ARCH 18 MODULAR
QUAL
C1 GRADE C+10
STYS
SIZE OC GRADE C
FNDN
01 BRICK
FRME
01 WOOD FRAME WNDO N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
02 HEAT PUMP
A/C
N/A RSTR 01 GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A INT2%
FLR1
04 HARDW/CRPT
FLR2 10
VINYL
FLR2% 20
KTCH
N/A
DPRT
02 BATH
BDRM
3
ROOM
7
SPCD N/A
UD-1
N/A
FRPL
1C FIREPLACE CHMN 1C FP CHIMNEY
HBTH
N/A
BATH C2
2 BATHS
FUEL 04 ELECTRIC
FXTR
N/A
UD-8
N/A RMYR N/A
RMYR
N/A
UD-9%
AYB
2001 EYB 2001
Subarea
Actual
Adj
ONE STO
1782
1782
RAIPATI
224
27
DECK
368
74
LUMP
TOTAL
2374
TOTAL
1883
AREA CALCULATION TRAVERSE
Heated Prime Rate Value %Good RCNLD ONE2001=1782$ RP02001=224$ DCK2015=368$.
1782 1782 89.00
89.00
89.00
158275 89.00
89.00
1782 88.81
1782
140,864
158275 140,864
N
28

OESTREICHER,KAREN ETAL 2019 200,832 MKT CARD 002
PID R 0147.00.00.0019.0000 200,832 PY Val USE 47,565 LAND 003
228 CACTUS DR DEF 140,864 BLDG 001
LISTER 11/23/2015 GP PROSPECT HILL NC 27314 18.010 ACRES 12,403 XFOB 001
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT B BLK PL BK/PG 15 871 PLAT ADDRESS 0000200 HENRY DANIELS RD PROSPECT HILL 2731
NBHD 00000000 USE 000200 AGRICULTURE DEED 503 835 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: HENRY DANIELS RD REF DEEDS 318-857;352-95 PLAT 11/135 8/6/07 AC INCREASE P/P 15/871'
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD Q I 9/29/2006 156,000
WD U 12 I 6/19/2002
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 DFRGAR 27-DETFRGAR 24 32 768.000 SF 1 OD 17.000 0000 .95 1.00 1.00 1.00 100.00 12,403
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020KAC HS W/UTIL
1.000 AC 14,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 14,000.000 14,000
2 100LAC 5-9 ACRE
7.000 AC 2,650.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,650.000 18,550
3 420LAC WOOD ON DIRT ROAD
10.010 AC 1,500.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,500.000 15,015

Caswell County Environmental Health
P.O. Drawer H • Yanceyville. NC 27379
(336) 69"M
Well Completion Report
Name:
Address:
Location:
Distance From Nearest Property Une W. s Ft.
Distance From Nearest Source of Pollution �,�a &Ft.
Total Depth of Well Ft. GPM
Water Bearing Zones Depth Ft.Ft./6 e
Casing Depth From to Ft.
Diameter In.
Static Water Level rS Ft.
Casing Type: Steel Galvanized Steel Thickness In.
If Steel, Does Owner Approve _ Yes No
Drive Shoe Yes No Height of Casing Above Ground In.
Problems in Setting Casing Yes No Explain
Grout Type: Neat 'Sand/Cement Concrete Annular Space Width In.
Water in Annular Space Yes ✓ No Method of Grout _., Pump _ Pressure 'Poured
No. Bags of Portland Cement Depth From 92 to �� Ft.
Weight of 1 Bag Lbs. Proper Slab Constructed L-f 10 Plate L---
DR[I,UNG LOG
Depth
From
To
Formation Description
a IE-
01
C9-
I hereby certify that the above information is correct and
that this well was constructed In acoordancq with the Caswell
County Well Ordinance
Signature of Contractor
Q8.1 I
Ca"Cation
IA 246 - o
T
i r �.�+w ■ �sr�
Date
laspacdon Completed By
Date: f 0 —a. % ` 0 t

Location #16 —152 Henry Daniels Road

GAMMON,OSCAR
& TERESA III
2019
71,840 MKT
CARD 001
PID R 0147.00.00.0029.0000
71,840 PY Val
USE
16,700 LAND 002
152 HENRY DANIELS
RD
DEF
51,097 BLDG 001
LISTER 11/23/2015
GP
PROSPECT HILL
NC 27314
2.000 ACRES
4,043 XFOB 003
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT BLK
PL BK/PG
14 205
PLAT
ADDRESS
0000152 HENRY DANIELS RD PROSPECT HILL 2731
NBHD 00000000
USE 000100 RESIDENTIAL
DEED 378
890
AICUZ
PRINTED 6/07/2019
BY THOMAS
LEGAL: HENRY DANIELS
RD
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001 )
Code Description
Code
Description
Code
Description
Code
Description
Code Description
Code Description
MODL 05 MFG HOUSE
BVAL
OOO5C6 MFG HSE/DW
ARCH
01 D/W
QUAL
C1 GRADE C+10
STYS
SIZE N/A
FNDN 01 BRICK
FRME
02 STEELFRAME
WNDO
N/A
EXW1
03 VINYL
EXW2 N/A
EXW2%
HEAT 02 HEAT PUMP
A/C
N/A
RSTR
01 GABLE
RCV1
01 ASPSHINGLE
RCV2 N/A
RCV2%
INT1 01 SHEETROCK
INT2
N/A
INT2%
FLR1
08 CARPT/VYNL
FLR2 N/A
FLR2%
KTCH N/A
DPRT
06
BATH
BDRM
3
ROOM 5
SPCD N/A
UD-1 N/A
FRPL
1C FIREPLACE
CHMN
N/A
HBTH
N/A
BATH C2 2 BATHS
FUEL 04 ELECTRIC
FXTR N/A
UD-8
N/A
RMYR
N/A
RMYR
N/A
UD-9% AYB
2001 EYB 2001
AREA CALCULATION
TRAVERSE
Subarea Actual
Adj
Heated Prime
Rate
Value %Good
RCNLD MFG2OO1=1404$ DCK2O15=96$.
D/W M/H 1404
1404
1404 1404
71.00
DECK 96
25
71.00
LUMP
71968 71.00
51,097
TOTAL 1500
1404
51.25
71.00
TOTAL
1429
1404
71968
51,097
52
MFG2001
24 28
'DCI��O15

GAMMON,OSCAR & TERESA III 2019 71,840 MKT CARD 002
PID R 0147.00.00.0029.0000 71,840 PY Val USE 16,700 LAND 002
152 HENRY DANIELS RD DEF 51,097 BLDG 001
LISTER 11/23/2015 GP PROSPECT HILL NC 27314 2.000 ACRES 4,043 XFOB 003
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 14 205 PLAT ADDRESS 0000152 HENRY DANIELS RD PROSPECT HILL 2731
NBHD 00000000 USE 000100 RESIDENTIAL DEED 378 890 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: HENRY DANIELS RD
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD U V 12/05/2000 16,000
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 CARPRT 6-CARPORT 21 18 378.000 SF 1 0E 4.000 2003 .40 1.00 1.00 1.00 100.00 605
002 STRGFR 50-STORAGFR 20 12 240.000 SF 1 0C 12.000 0000 .95 1.00 1.00 1.00 100.00 2,736
003 STRGML 51-STORAGML 12 10 120.000 SF 1 0D 6.500 0000 .90 1.00 1.00 1.00 100.00 702
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020KAC HS W/UTIL
1.000 AC 14,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 14,000.000 14,000
2 080KAC 2-4 ACRE
1.000 AC 2,700.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,700.000 2,700

Location #17 — Henry Daniels Road

NICHOLAIS,TOM & DONNA 2019 135,974 MKT CARD 001
PID R 0147.00.00.0015.0000 135,974 PY Val USE 68,780 LAND 002
3813 CLOEE CIRCLE
DEF
38,575 BLDG 001
LISTER 11/23/2015
GP
HILLSBOROUGH NC 27278
1.160
ACRES
28,619 XFOB 004
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
BLK
PL BK/PG 11 414
PLAT
ADDRESS
0000000
HENRY DANIELS RD PROSPECT HILL 2731
NBHD
00000000
USE 000100
RESIDENTIAL DEED 508
265
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: OFF HENRY
DANIELS
RD
PLAT 10/289;11/955 DEEDS 216-235;261-481;310-776
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code Description
Code
Description
Code
Description
Code Description
MODL
01 SNG FAMILY
BVAL
0001EA
SNG FAMILY ARCH N/A
QUAL
E1 GRADE E+10
STYS
SIZE OE GRADE E
FNDN
02 CONC BLOCK
FRME
01
WOOD FRAME WNDO N/A
EXW1
05 LOG
EXW2
N/A
EXW2%
HEAT
11 CNTRLHT&AC
A/C
N/A RSTR 01 GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
10 LOG
INT2
N/A INT2%
FLR1
05 CARPET
FLR2
N/A
FLR2%
KTCH
N/A
DPRT
03
BATH
BDRM
2
ROOM
4
SPCD N/A
UD-1
N/A
FRPL
N/A CHMN N/A
HBTH
N/A
BATH E1
1 BATH
FUEL 03 GAS
FXTR
N/A
UD-8
N/A RMYR N/A
RMYR
N/A
UD-9%
AYB
1980 EYB 1985
Subarea Actual
ONE STO 928
PORCH 112
SCREEN 592
PORCH 64
RAIPATI 340
AREA CALCULATION
Adj Heated Prime
928 928 928
31
178
18
41
Rate Value %Good
67.00
67.00
67.00
67.00
67.00
TRAVERSE
RCNLD ONE1980= N16 W12 N16 E13 PCH1980= N8 E14 S8 W14$ E14
E14S16 W5 SCP1980= S18 PCH1981= E8 S8 W8 N8$ S8 RP01980=
E17 S20 W17 N20$ S10 W24 N20 E17 N16 E7$ W7 S16 W17$.
LUMP 57576 67.00 38,575
TOTAL 2036 928 62.04 67.00
TOTAL 1196 928 57576 38,575
14

NICHOLAIS,TOM & DONNA 2019 135,974 MKT CARD 002
PID R 0147.00.00.0015.0000 135,974 PY Val USE 68,780 LAND 002
3813 CLOEE CIRCLE DEF 38,575 BLDG 001
LISTER 11/23/2015 GP HILLSBOROUGH NC 27278 1.160 ACRES 28,619 XFOB 004
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 11 414 PLAT ADDRESS 0000000 HENRY DANIELS RD PROSPECT HILL 2731
NBHD 00000000 USE 000100 RESIDENTIAL DEED 508 265 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF HENRY DANIELS RD PLAT 10/289;11/955 DEEDS 216-235;261-481;310-776
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD Q I 12/20/2006 190,000
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 WDPR/D 37-WOOD PEIR/DO 24 24 576.000 SF 1 0C 15.000 0000 .85 1.00 1.00 1.00 100.00 7,344
002 CNCSLB 74-CONCSLAB 60 12 720.000 SF 1 0D 1.500 0000 .91 1.00 1.00 1.00 100.00 983
003 CARPRT 6-CARPORT 24 20 480.000 SF 1 0D 6.000 0000 .95 1.00 1.00 1.00 100.00 2,736
004 DFRGAR 27-DETFRGAR 30 28 840.000 SF 1 0C 22.000 0000 .95 1.00 1.00 1.00 100.00 17,556
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 120KAC WTRFRONT W/ UTIL
1.000 AC 67,500.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 67,500.000 67,500
2 080XAC 2-4 ACRE
.160 AC 8,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 8,000.000 1,280

Location #18 —1262 Tom Bowes Road

07 31 2019 04:23 OWNERSHIP 51979301 PROPERTY DESCRIPTION
TAX DESCRIPTION
MAP NUMBER
CARD#
MCCAULEY AMY C
1262 TOM BOWES RD
HURDLE MILLS, NC 27541
DEED: 801 345 3 30 2012 $161,250
2 & 94/100 ACRES/MODULAR
PLATBOOK/PAGE/DATE: 138 76
NB: 00000 00000
TOM BOWES RD 1262
BUSHY FORK
BOAT DOCK #: 7000
A10 33
RECORD NUMBER: 6977
ROUTE: BF 109 013
LISTER: DTB 3/26/2012
REVIEWER: DTB 4 12 2012
1 / 1
s e.
F5' 88 s
13
TOPO
STREET
UTILITIES
NOTES
AC
ROLLING
PAVED
WELL
SEPTIC
C
ELECTRIC
WATERVIEW
2.9400
#
LAND CLASS
SIZE
BASERATE
*
ACF
* ADJ
=
ADJ RATE
* UNITS
=
LNDVALUE
30 07
so
151UWTRVIEWI
1.000
26000
1.00
1.00
26000
1.000
26000
2
41WRESID 1
0.940
2835
0.84
1.00
2381
0.940
2238
3
11WBLDGSITI
1.000
14000
0.84
1.00
11760
1.000
11760
ACREAGE FACTOR: 6 FRONTAGE FACTOR: 0 LAND VALUE 39998
#
OTHER FEATURES
SIZE
BASERATE
COND
ADJ RATE
UNITS
VALUE
1
04 D STG.SHED
10 * 20
9.61
0.90
8.65
200
1730
2
19 PIERS
1 * 1
500.00
0.00
500.00
1
500
OTHER
FEATURES VALUE: 2230
Ld
FOUNDATION
XTR_FINISH
ROOF TYPE
r
ROOF MTRL
SIZE/QTY
BRICK
AL/VYN
GABLE
JASPHSHNG
1.0000 STHT
3 BDRM
WALL FINSIH
FLOORS
HEAT&AIR
HEAT FUEL
BLDING #
DRY WALL
TILE
CARPET
1
HT PUMP
ELECTRIC
1
IMPROVEMENT TYPE:
Dwelling GRADE: I C-10 I AYB: 1 2005 1 EYB: 1 2005 1 CONDITION: JA I DEPR TABLE: 100 JSQ FT TABLE:
DIMENSIONS:
07=N30E60S30W60Area:1800;88=S5E5N5W5Area:25;88=N5E5N3E8S8W 13Area:89;TotalArea:1914
STRUCTURE
SKETCH -SF
* STHT
=
AREA
RATE
* GRDE
+ HEAT
+ EXWL
* WLHT
= ADJRATE
* AREA
=
RPCN
* DEPF
* CNDF
=
STR-VALU
07 07 MODULAR HOME
1800
1.00
1800
70.15
C 0.90
2.50
1.00
65.64
1800
118152
0.92
0.9000
97830
1 FIREPLACE
0
0
4000.00
0
4000
0.92
0.9000
3312
2 BATHS
0
0
4000.00
0
8000
0.92
0.9000
6624
88 88 DECK
25
1.00
25
12.82
0.90
1.00
11.54
25
289
0.92
0.9000
239
88 88 DECK
89
1.00
89
12.60
0.90
1.0011
89
10151
1 0.92
10.9000
840
1800 HSF 1914 TSF RPCN- 73.03/HSF 131456 VALU- 60.47/HSF 108845
STRUCTURE VALUE 10884
CARD 1 VALUE 15107
VALUATION THIS CARD + OTHER CARD = VALUE PREV-VAL P-N% OTHER CARDS VALUE
LAND 39998 39998 21700 0.54 TOTAL VALUE 151073
OTHER FEAT 2230 2230 2230 0.93
STRUCTURE 108845 108845 112777 1.04
TOTAL 151073 151073 136549 1.11 NBHD ADJUSTMENT: 1.000 * 151073 = 151073
TAX YEAR: 2020 (767030) Group:0 APPRAISED VALUE 151073
Person County, NC REVAL YEAR: 2013 DEFERRED VALUE 0 TAXABLE VALUE 151073

r'►:I(::ura cui►rri'ti' ENVLIt(INP;::N I rtl. nl;nLru
• IrI•a.I. I.uc •'
Date: j
Loca[iOccL ons: SR#
_'!visior,
Drilling - —
Con tractor: _ - _---- Loth
VION
Distance from Nearest lli:,tance from Source
Pollution /a 0 ���, of -
Total Depth: y
Ft. Y1cIc1:-_ (;I)M ,Static Water Level
Watcr$earing Zones: Dept.11
I : t Ft. •.
Casing: Deli[h: From
' TYPE: Steel ------ --.. .3-�__I. t. liicunctcz•: � - Inches
Cfalv;tljlzcc1 Steel
If Steel, does oWJ1Cr;lpl)1OVt:: �'c.;;
No
g '�_'I711c ss:-_ Z�b.I-Icight Above Ground. -Inches
Drive Shoc: No
"Were Problems EI1C01„11l:1•Cd in Sc:[tint; Il,c Cas�n,,'� Yes
If ..yes" give rcasc„t: --.No
Grout: Yp--: Neat - ----- _ _ - --- —
Annular.Space Widtl, 'Scl/(✓'�:men[_____� --Concrete*
filches
ar
Water in Annul1 ; --- - S rtce: l•(::. No �.
Method:
Dcpt1,: Froaired
Jn_ ��
Materials Used: No- Bags portl:rnd Cclnent
If i-ni,,[wc sznd, grrtvcl, cutlirt;�:: -_.. - , — Weight of.1 ba
ID 1'1:(tc ( .) -Ratio:------- to g--.lbs
s: Yes _� N
x ,'I :;Iab Yes -
-- No
. From _ �'o llcticr .
HEREBY CE1'T.lFY 1'f-IAT `I'1"I1_: A1j0V],;—_.___...._ •r1'• �.
THiS WELL WAS CONS`I'R UC 1'I;I) IN C CORID '1A'I'I ON IS CORRECT AND THE
ANC:E WITH REGU
I"
ORTI I f3 Y T1=1 PERSON CO (J N"1'1' (1 j ; 1'I I-D �A"TZONS `S' 1'
Si natllrc (,(

r I'I;I(rllJl (:�JIIN'I'1' HNV1.1(0NP:::N'I.-A1, 111"AI,'111
I.o(:
Date:_
Owner:
Location - SR#
/�// - -
11-LC zon �: _�� J��
of C017 LI cICLOr"'
- -- -- L.�
�/� /I_ ,COr, _. _ •_n- -
1��1-;I
Di
'StanCe fTonl Nca eSt Pro m-t
Pollution�_o /ems 1 y 1 `S DiSLUICC froth Source of
Total
..-CP h: Ft. Yield: y >
Gym- M Static Water Level �
Water -�-- • B earin � - . - ._.
.g :Cones: Dcp[.h -D l�l.-----. � •Ft. .
Casing: DcpL1i: From p -- — - Ft.,____ -Ft.
to tf 3 l'1.
TYPE: Steel -- -_ -- li_ C 2 Inches
Steel
If Steel, does owner
Wci hL: /
S —; _ � 1llc1;t]CSS:
Drive Shoe: Yes Ile] g}1t Above Ground: Inch
No es
�-
Were Problems Ellcotill tcrcd III ,tieaLint; file C:,sim ? Yes
If -Yes" lave reason: No_,-.
Grout: 1YPe: Neat ,S:Illcl/L�cillcIlt -_` —
Annular. Space Wi�ltll —.Concrete
3 _--
I nches
Water in Azintilar S
lxlc:c: l;c :, No
Method: Pura xx Dcpdi:-
rom tc,
Materials Used: No. 1-ja s
,gr:IVCI,ol :w Cement
tIf m),�t1Weight of.1
to ba
ID I'1:(tcs: Yes
c lbs:'�1
-�✓ No
�(X �� .;lab ..
r
Dept
h _. --
From To
cj
_.-. .... ... ......... Ion llcscrt tton
—-Ap----- --- s4 -----
�_ saw _
rd .r=1 •
.. 1
•
Z HEREBY CERTIFY I'I-IA'I"1'I-IE ABOVE(
THIS WELL WAS CONS"I'RU('l'El) 1N ACCO `1ll�cION 7S CORRECT AND'i'H% �.
FORTH BY•Tl-1 PEIZSON-(.'OU.N"I'Y 1-11 AT,TH DEPAI,L.WITII REGULATIONS
SlI'(l:llUCC (I( C,,ZZ

Location #19 — Goose Creek Road

LEWIS,GEORGIA T 2019 121,792 MKT CARD 001
PID R 0147.00.00.0023.0000 GRAVITTE JEFFREY GATES 121,792 PY Val USE 117,600 LAND 002
708 OAKDALE DRIVE DEF BLDG 000
LISTER 11/23/2015 GP HILLSBOROUGH NC 27278 10.000 ACRES 4,192 XFOB 002
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 11 329 PLAT ADDRESS 0000000 GOOSE CREEK RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 259 104 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF HENRY DANIELS RD
14927 POLE BARN 1/07/2016 2/06/2017
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 WDDECK 62-WOODDECK 20 16 320.000 SF 1 0E 5.000 0000 .70 1.00 1.00 1.00 100.00 1,120
002 POLBRN POLE BARN 24 16 384.000 SF 1 0B 8.000 2016 1.00 1.00 1.00 1.00 100.00 3,072
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 1403AC WTRFRONT N/UTIL
2.000 AC 48,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 48,000.000 96,000
2 440PAC WOOD ON PVT/DIRT RD
8.000 AC 2,700.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,700.000 21,600

Location #20 — 971 Goose Creek Road

BROWN,WILLIAM N & DONNA H 2O19 104,579 MKT CARD 001
PID R 0147.00.00.0008.0000 104,579 PY Val USE 101,179 LAND 003
971 GOOSE CREEK RD DEF BLDG 000
LISTER 11/23/2015 GP PROSPECT HILL NC 27214 10.370 ACRES 3,400 XFOB 004
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT A BLK PL BK/PG 11 443 PLAT ADDRESS 0000971 GOOSE CREEK RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 374 614 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF HENRY DANIELS RD PLAT 11 PG 252
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD U I 8/23/2000 35,000
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 000013 CABIN 1.000 UT 1 0D 3,000.000 0000 1.00 1.00 1.00 1.00 100.00 3,000
002 000051 METAL STORAGE 1.000 UT 1 0D 100.000 0000 1.00 1.00 1.00 1.00 100.00 100
003 000041 SHELTER 1.000 UT 1 0D 100.000 0000 1.00 1.00 1.00 1.00 100.00 100
004 000062 WOOD DECK 1.000 UT 1 0E 200.000 0000 1.00 1.00 1.00 1.00 100.00 200
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 120GFF WTRFRONT W/ UTIL
1.000 AC 280.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 280.000 280
2 440PAC WOOD ON PVT/DIRT RD
7.370 AC 2,700.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,700.000 19,899
3 140IAC WTRFRONT N/UTIL
2.000 AC 40,500.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 40,500.000 81,000

Location #21 — 950 Goose Creek Road

PRUITT,PARKER & RITA HUDGINS
PID R 0147.00.00.0024.0000 (1/2 INT EACH)
603 SEYMOR STREET
LISTER 11/23/2015 GP GRAHAM NC 27253
TWP HIGHTOWER CITY FIRE
LOT B BLK PL BK/PG 11 443
NBHD 00000000 USE 000200 AGRICULTURE DEED 608 1
LEGAL: GOOSE CRK RD OFF HENRY DANIELS DB 262-440;543-1538
SALES
2019 147,761 MKT CARD 001
147,761 PY Val USE 118,381 LAND 003
DEF BLDG 000
13.030 ACRES 29,380 XFOB 006
RESCUE OTHER
PLAT ADDRESS 0000950 GOOSE CREEK RD PROSPECT HILL 27314
AICUZ PRINTED 6/07/2019 BY THOMAS
IN Q RC M V Sale Date Sale Price Number Type Description
WD U OC I 7/16/2018 2,000
WD U OE I 7/14/2016
WD U OE I 11/16/2009 35,000
BUILDING PERMITS
Issued Schd Complt Revisit Act Complt Amount
EXTRA FEATURES
Seq
Bldg Code
Description
Length Width Height #Units UT
Qty Qual
UTPrice Year
Adj1
Adj2 Adj3
Adj4 %Good
Value
001
000050
FRAME STORAGE
1.000 UT
1 OD
500.000 0000
1.00
1.00 1.00
1.00 100.00
500
002
000013
CABIN
1.000 UT
1 OD
2,500.000 0000
1.00
1.00 1.00
1.00 100.00
2,500
003
000041
SHELTER
1.000 UT
1 OD
500.000 0000
1.00
1.00 1.00
1.00 100.00
500
004
SHPF/M
43-SHOP FRAME/M 36 32
1152.000 SF
1 0C
25.000 0000
.85
1.00 1.00
1.00 100.00
24,480
005
000050
FRAME STORAGE
1.000 UT
1 OD
600.000 0000
1.00
1.00 1.00
1.00 100.00
600
006
000050
FRAME STORAGE
1.000 UT
1
800.000 0000
1.00
1.00 1.00
1.00 100.00
800
LAND
Seq
Zone
Code Use
Description
Front Depth Back FT
#Units UT
UTPrice Adj1
Adj2 Adj3
Adj4 Fadj Dadj
Nbad Adj
Eff Rate
Value
1
120IAC
WTRFRONT W/ UTIL
1.000 AC
46,000.000 1.00
1.00 1.00
1.00 1.00 1.00
1.000
46,000.000
46,000
2
440PAC
WOOD ON PVT/DIRT
RD
9.030 AC
2,700.000 1.00
1.00 1.00
1.00 1.00 1.00
1.000
2,700.000
24,381
3
140EAC
WTRFRONT N/UTIL
3.000 AC
16,000.000 1.00
1.00 1.00
1.00 1.00 1.00
1.000
16,000.000
48,000

Location #22 — Tom Bowes Road

07 31 2019 04:32 OWNERSHIP 9580302 PROPERTY DESCRIPTION
TAX DESCRIPTION
MAP NUMBER
CARD#
HOWERTON JOANNE
191 LEWIS WINSTEAD LOOP RD
ROXBORO, NC 27574
DEED: 112 605 11 30 1967 0
HOUSE & LOT
PLATBOOK/PAGE/DATE:
NB: 00000 00000
TOM BOWES RD
BUSHY FORK
A10 22A
RECORD NUMBER: 6972
ROUTE: BF 109 012
LISTER: DTB 3/26/2012
REVIEWER: DTB 4 12 2012
1 / 1
TOPO
STREET
UTILITIES
NOTES
LT
ROLLING
PAVED
WELL
SEPTIC
ELECTRIC
1.0000
U. al
•+'
81
3Z'
_j
#
I LAND CLASS
SIZE
I BASERATE
*
ACF
* ADJ
=
ADJ RATE
* 1 UNITS
I
ILNDVALUE
1 111WBLDGSITI 1 1.0001 14000 1.001 1 1.001 140001 1 1.0001 1 14000
ACREAGE FACTOR: 6 FRONTAGE FACTOR: 0 LAND VALUE 14000
#
OTHER FEATURES
SIZE
BASERATE
COND
ADJ RATE
UNITS
VALUE
1
04 STG.SHED
1 * 1
100.00
0.00
100.00
1
100
FEATURES VALUE: 100
OTHER
FOUNDATION
XTR_FINISH
ROOF TYPE
ROOF MTRL
SIZE/QTY
CONCBLCK
AL/VYN
GABLE
METAL
1.0000 STHT
0 BDRM
WALL FINSIH
FLOORS
HEAT&AIR
HEAT FUEL
BLDING #
UNFINISH
CONCRETE
SOFTWOOD
TILE
CENTRAL
CENT -A/C
GAS
ELECTRIC
1
IMPROVEMENT TYPE:
Dwelling GRADE: I C I AYB: 1 1967 1 EYB: 1 1975 CONDITION: I F I DEPR TABLE: 103 1 SQ FT TABLE:
DIMENSIONS:
01=N32E44S32W44Area:1408;81=E8N32W8S32Area:256;TotalArea:1664
STRUCTURE
SKETCH -SF
* STHT
=
AREA
RATE
* GRDE
+ HEAT
+ EXWL
* WLHT
= ADJRATE
* AREA
=
RPCN
* DEPF
* CNDF
=
STR-VALUE
01 01 SNG FAML
1408
1.00
1408
73.65
C
2.50
1.00
76.15
1408
107219
0.52
55754
1 BATHS
0
0
4000.00
0
4000
0.52
2080
100%UNF-BSMT
0
1408
19.89
19.89
1408
28005
0.52
14563
81 81 ENCPORCH
256
1.00
256,23.98
1.00
23.98
256
6139
0.52
3192
1408 HSF 3072 TSF RPCN- 103.24/HSF 145363 VALU- 53.69/HSF 75589
STRUCTURE VALUE 7558
CARD 1 VALUE 8968
VALUATION THIS CARD + OTHER CARD = VALUE PREV-VAL P-N% OTHER CARDS VALUE
LAND 14000 14000 10000 0.71 TOTAL VALUE 89689
OTHER FEAT 100 100 100 1.00
STRUCTURE 75589 75589 70231 0.93
TOTAL 89689 89689 80331 1.12 NBHD ADJUSTMENT: 1.000 * 89689 = 89689
TAX YEAR: 2020 (745641) Group:0 APPRAISED VALUE 89689
Person Count NC REVAL YEAR: 2013 DEFERRED VALUE 0 TAXABLE VALUE 89689

Location #23 — Tom Bowes Road

08 07 2019 04:01 OWNERSHIP 9580306 PROPERTY DESCRIPTION
TAX DESCRIPTION
MAP NUMBER
CARD#
HOWERTON JOANNE
191 LEWIS WINSTEAD LOOP RD
ROXBORO, NC 27574
DEED: 170 69 11 30 1981 0
DEF/T 74 & 39/100 ACRES
PLATBOOK/PAGE/DATE:
NB: 00000 00000
TOM BOWES RD HURDLE MILLS
BUSHY FORK
PUV DATE: 01/01/2002
BOAT DOCK #: 7000
A10 22
RECORD NUMBER: 6973
ROUTE: BF 109 010
LISTER: DTB 3/26/2012
REVIEWER: DTB 4 12 2012
1 / 1
TOPO
STREET
UTILITIES
NOTES
AC
ROLLING
PAVED
WELL
SEPTIC
ELECTRIC
ORG USE CHARLIE & JOANNE 84
74.3900
#
LAND CLASS
SIZE
I BASERATE
*1
ACF
* ADJ
=
ADJ RATE
* UNITS
=
LNDVALUE
151TWTRVIEWI
1.000
24000
1.00
0.80
19200
1.000
19200
2
21WCLEARED1
23.260
3150
1.10
1.00
3465
23.260
80596
3
31WWOODED 1
50.130
1575
1.10
1.00
17331
1 50.130
86875
ACREAGE FACTOR: 2 FRONTAGE FACTOR: 0 LAND VALUE 186671
#
OTHER FEATURES
SIZE
BASERATE
COND
ADJ RATE
UNITS
VALUE
1
17 BULKBARN
1 *3
300.00
0.00
300.00
3
300
2
24 TENANTHS
16 * 20
1500.00
0.00
1500.00
320
1500
3
24 TENANTHS
1* 1
0.00
0.00
1
0
4
21 BARN
18 * 40
0.00
0.00
720
0
5
33 OFB DECK
8* 8
0.00
0.00
64
0
6
33 OFB/DECK
8* 8
0.00
0.00
64
0
7
29 OFB OFP
8 * 47
200.00
0.00
200.00
376
200
8
25 D MH HKUP
1 * 2
2050.00
0.80
1640.00
2
3280
9
29 OFB OFP
12 * 54
500.00
0.00
500.00
648
500
10
36 OFB/FRAD
12 * 19
500.00
0.00
500.00
228
500
11
33 OFB DECK 12 * 14 0.00 0.001 1681 0
FEATURES VALUE: 6280
OTHER
FOUNDATION
XTR_FINISH
ROOF TYPE
ROOF MT RL
SIZE/QTY
STHT
BDRM
WALL FINSIH
FLOORS
HEAT&AIR
HEAT FUEL
BLDING #
IMPROVEMENT TYPE:
GRADE: I AYB: I I EYB: I I CONDITION:1 I DEPR TABLE: SQ FT TABLE:
DIMENSIONS:
STRUCTURE
SKETCH -SF
* STHT
=
AREA
RATE
* GRDE
+ HEAT
+ EXWL
* WLHT
= ADJRATE
* AREA
=
RPCN
* DEPF
* CNDF
=
STR-VALU
0
HSF TSF RPCN-/HSF VALU-/HSF
STRUCTURE VALUE
CARD VALUE 192951
VALUATION THIS CARD + OTHER CARD = VALUE PREV-VAL P-N% OTHER CARDS VALUE
LAND 186671 186671 173051 0.93 TOTAL VALUE 192951
OTHER FEAT 6280 6280 6280 1.99
STRUCTURE 0 0 0 0.00
TOTAL 192951 192951 185531 1.04 NBHD ADJUSTMENT: 1.000 * 192951 = 192951
TAX YEAR: 2020 (756864) Group:0 APPRAISED VALUE 192951
Person County, NC REVAL YEAR: 2013 DEFERRED VALUE 144981 TAXABLE VALUE 47970

08/07/2019 04:01 OWNERSHIP 9580306
PROPERTY DESCRIPTION
TAX DESCRIPTION
MAP NUMBER
CARD #
HOWERTON JOANNE
DEF/T 74 & 39/100 ACRES
BUSHY FORK
A10 22
RECORD NUMBER: 6973
1 / 1
191 LEWIS WINSTEAD LOOP RD
P LATBOO K/PAG E/ DATE:
ROUTE: BF 109 010
ROXBORO, NC 27574
NB: 00000 00000
LISTER: DTB 3/26/2012
DEED: 170 69 11/30/1981 $0
ITOM BOWES RD HURDLE MILLS
REVIEWER: DTB 4/12/2012
#
LAND CLASS
SIZE
BASERATE
*
I ACF
*
I ADJ
I=
ADJRATE
*
UNITS
=
LNDVALUE
USE -CLASS
ACREAGE
*
RATE
=
USE -VALUE
1
51TWTRVIEWI
1.00OACI
240001
1 1.001
10.80119200
1.000
19200
INELIGIBLE
19200
2
21WCLEARED1
23.260ACI
31501
1 1.101
11.0013465
23.2601
1 80596
TL03
23.260
385.00
8955
3
31WWOODED 1
50.130ACI
15751
1 1.101
11.0011733
50.1301
1 86875
WD02
50.130
270.00
13535
TOTALS
186671
41690
LAND VALUE:
186671
LAND USE VALUE:
41690
DEFERRED VALUE:
144981

Location #24 — Tom Bowes Road

08 07 2019 04:04 OWNERSHIP 390301
PROPERTY DESCRIPTION
TAX DESCRIPTION
MAP NUMBER
CARD#
WARREN RALPH B
7324 GORDONTON RD
HURDLE MILLS, NC 27541-9218
DEED:
DEF/T216&46AC/PARC A/HSE
PLATBOOK/PAGE/DATE: 16 665
NB: 00000 00000
GORDONTON RD 7324
BUSHY FORK
PUV DATE: 01/01/2015
A10 36
RECORD NUMBER: 7390
ROUTE: BF 109 023
LISTER: PLC 12/4/2014
REVIEWER: PLC 2 6 2015
1 / 1
7'
79 '
13
"
01
z.
"
16
20 "
S
r ny
2I'
TOPO
STREET
UTILITIES
NOTES
AC
ROLLING
PAVED
WELL
SEPTIC
ELECTRIC
PUV/EXPANSION UNIT F15 FRM4672/LND/OFB1
6938 F15
216.4600
#
LAND CLASS
SIZE
BASERATE
*
ACF
* ADJ
=
ADJ RATE *
UNITS
=
LNDVALUE
1
12ABLDGSIT2
1.000
16000
1.00
1.00
16000
1.000
16000
2
22ACLEARED2
29.200
3600
0.88
1.00
3168
29.200
92506
3
32AWOODED 2
183.260
1800
0.88
1.00
1584
183.260
290284
4
92APOND 2
3.000
3600
0.88
1.00
3168
3.000
9504
ACREAGE FACTOR: 0 FRONTAGE FACTOR: 0
LAND
VALUE 408294
#
OTHER FEATURES
SIZE
BASERATE
COND
ADJ RATE
UNITS
VALUE
1
18 TOB.BARN
1 * 4
0.00
0.00
0.00
4
0
2
24 TENANTHS
1 * 1
300.00
0.00
300.00
1
300
3
04 STG.SHED
1 * 1
350.00
0.00
350.00
1
350
4
24 TENANTHS
1 * 1
1500.00
0.00
1500.00
1
1500
OTHER FEATURES VALUE: 2150
FOUNDATION
XTR_FINISH
ROOF TYPE
ROOF MTRL
SIZE/QTY
BRICK
BRICK
GABLE
ASPHSHNG
1.0000 STHT
0 BDRM
WALL FINSIH
FLOORS
HEAT&AIR
HEAT FUEL
BLDING #
DRY WALL
PANEL
UNFINISH
CONCRETE
TILE
CARPET
HT PUMP
ELECTRIC
WOOD
1
IMPROVEMENT TYPE:
Dwelling GRADE: C+10 AYB:j 1977 1 EYB: 1 1977 1 CONDITION: I A I DEPR TABLE: 100 1 SQ FT TABLE:
DIMENSIONS•
01=N16W22N14E56N6E26S41W19N7W6S2W35Area:2347;89=E6S7W6N7Area:42;77=W22S20E22N20Area:440;79=N13W24S13E24Area:312;88=Area:312;8
8=N6E9N7E7S13W 16Area:145;TotalArea:3598
STRUCTURE
SKETCH -SF
* STHT
=
AREA
RATE
* GRDE
+ HEAT
+ EXWL
* WLHT
= ADJRATE
* AREA
=
RPCN
* DEPF
* CNDF
=
STR-VALU
01 01 SNG FAML
2347
1.00
2347
66.84
C 1.10
2.50
2.75
1.00
78.77
2347
184873
0.64
118319
2 FIREPLACE
0
0
4000.00
0
8000
0.64
5120
3 BATHS
0
0
4000.00
0
12000
0.64
7680
75%UNF-BSMT
0
1760
18.05
1.101
19.8
1760
3495
0.64
22371
88 88 DECK
312
1.00
312
11.57
1.101
1.00
12.73
312
3972
0.64
2542
88 88 DECK
145
1.00
145
12.48
1.10
1.00
13.73
145
1991
0.64
1274
89 89 OM -PORCH
42
1.00
42
29.11
1.10
1.00
32.02
42
1345
0.64
861
79 79 PATIO
312
1.00
312
3.25
1.10
1.00
3.58
312
1117
0.64
715
77 77 ATGARAGE
440
1.00
440
17.74
1.00
19.51
440
8584
0.64
5494
2347 HSF 5358 TSF RPCN- 109.43/HSF 256836 VALU- 70.04/HSF 164376
STRUCTURE VALUE 16437
CARD 1 VALUE 57482
VALUATION THIS CARD + OTHER CARD = VALUE PREV-VAL P-N% OTHER CARDS VALUE
LAND 408294 408294 271794 0.67 TOTAL VALUE 574820
OTHER FEAT 2150 2150 2150 0.30
STRUCTURE 164376 164376 146470 0.89
TOTAL 574820 574820 418914 1.37 NBHD ADJUSTMENT: 1.000 * 574820 = 574820
TAX YEAR: 2020 (745547) Group:0 APPRAISED VALUE 574820
Person County, NC REVAL YEAR: 2013 DEFERRED VALUE 330417 TAXABLE VALUE 244403

08/07/2019 04:04 OWNERSHIP 390301
PROPERTY DESCRIPTION
TAX DESCRIPTION
MAP NUMBER
CARD #
WARREN RALPH B
DEF/T216&46AC/PARC A/HSE
BUSHY FORK
A10 36
RECORD NUMBER: 7390
1 / 1
7324 GORDONTON RD
P LATBOO K/PAG E/ DATE: 16 665
ROUTE: BF 109 023
HURDLE MILLS, NC 27541-9218
NB: 00000 00000
LISTER: PLC 12/4/2014
DEED:
IGORDONTON RD 7324
REVIEWER: PLC 2/6/2015
#
LAND CLASS
SIZE
BASERATE
*
ACF
*
AD]
=
ADIRATE
*
UNITS
=
LNDVALUE
USE -CLASS
ACREAGE
*
RATE
=
USE -VALUE
1
12ABLDGSIT2
1.000AC
16000
1.00
1.00
16000
1.000
16000
INELIGIBLE
16000
2
22ACLEARED2
29.200AC
3600
0.88
1.00
3168
29.200
92506
TL03
29.200
385.00
11242
3
32AWOODED 2
183.260AC
1800
0.88
1.00
1584
183.26
290284
WD02
183.260
270.00
49480
0
4
92APOND 2
3.000AC
3600
0.88
1.00
3168
3.000
9504
TL03
3.000
385.00
1155
TOTALS
408294
77877
LAND VALUE:
408294
LAND USE VALUE:
77877
DEFERRED VALUE:
330417

Location #25 — 2101 Wrenn Road

TALLEY,NATHANIEL C & JESSE
D
2019
271,094 MKT
CARD 001
PID R 0148.00.00.0031.0000
271,094 PY Val
USE
20,208 LAND 002
2101 WRENN RD
DEF
250,886 BLDG 001
LISTER 11/21/2015
GP
PROSPECT HILL NC 27314
4.720
ACRES
XFOB 000
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
1 BLK
PL BK/PG 16 167
PLAT
ADDRESS
0002101
WRENN RD PROSPECT HILL 27314
NBHD
00000000 USE 000100 RESIDENTIAL
DEED 532
1333
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: WRENN ROAD
X X
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code Description
Code
Description
Code
Description
Code Description
MODL
01 SNG FAMILY
BVAL 0001CG
SNG FAMILY ARCH 18 MODULAR
QUAL
C2 GRADE C+5
STYS
SIZE OC GRADE C
FNDN
06 STONE
FRME 01
WOOD FRAME WNDO N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
02 HEAT PUMP
A/C
N/A RSTR 01 GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A INT2%
FLR1
20 MIXED
FLR2
N/A
FLR2%
KTCH
N/A
DPRT 02
BATH
BDRM
3
ROOM
5
SPCD N/A
UD-1
N/A
FRPL
N/A CHMN N/A
HBTH
N/A
BATH C2
2 BATHS
FUEL 03 GAS
FXTR
N/A
UD-8
N/A RMYR N/A
RMYR
N/A
UD-9%
AYB
2008 EYB 2008
Subarea Actual
1.50 ST 1904
PATIO 336
ONE STO 196
CONC SL 540
CARPORT 567
STG ROO 216
DECK 16
ONE STO 196
ONE STO 343
PORCH 35
**MORE**
TOTAL 4349
TOTAL
AREA CALCULATION
Adj Heated Prime Rate
2666 2856 1904
17
196 196 196
27
142
54
3
196 196 196
343 343 343
10
Value %Good
95.00
95.00
95.00
95.00
95.00
95.00
95.00
95.00
95.00
95.00
3591 73.54 95.00
3654 2639 264091
TRAVERSE
RCNLD 0502008=N28 PT02008=E21N16W21 S16$ ONE2008=W14 CON2009=N2
0 W27S2OE27$ CPT2009=W27 S21 STG2009=S8E27N8W27$ E27
N21$ S14 DCK2008=W4N4E4 S4$ E14N14$E68 ONE2009= E14 S14
W14 N14$ S28 W6 ONE2010=S14W21N7 PCH2O08=W7S5E7N5$
W7 N7 E28$ W62$.
250,886

TALLEY,NATHANIEL C & JESSE D 2019 271,094 MKT CARD 002
PID R 0148.00.00.0031.0000 271,094 PY Val USE 20,208 LAND 002
2101 WRENN RD DEF 250,886 BLDG 001
LISTER 11/21/2015 GP PROSPECT HILL NC 27314 4.720 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT 1 BLK PL BK/PG 16 167 PLAT ADDRESS 0002101 WRENN RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 532 1333 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: WRENN ROAD X X
BUILDING CHARACTERISTICS for B1dgSeq# 001 (Item# 001 )
Code Description Code Description Code Description Code Description Code Description Code Description
MODL 01 SNG FAMILY BVAL 0001CG SNG FAMILY ARCH 18 MODULAR QUAL C2 GRADE C+5 STYS SIZE OC GRADE C
FNDN 06 STONE FRME 01 WOOD FRAME WNDO N/A EXW1 03 VINYL EXW2 N/A EXW2%
HEAT 02 HEAT PUMP A/C N/A RSTR 01 GABLE RCV1 01 ASPSHINGLE RCV2 N/A RCV2%
INT1 01 SHEETROCK INT2 N/A INT2% FLR1 20 MIXED FLR2 N/A FLR2%
KTCH N/A DPRT 02 BATH BDRM 3 ROOM 5 SPCD N/A
UD-1 N/A FRPL N/A CHMN N/A HBTH N/A BATH C2 2 BATHS FUEL 03 GAS
FXTR N/A UD-8 N/A RMYR N/A RMYR N/A UD-9% AYB 2008 EYB 2008
AREA CALCULATION TRAVERSE
Subarea Actual Adj Heated Prime Rate Value %Good RCNLD ***SEE PAGE ONE FOR SKETCH***
LUMP 264091 95.00 250,886
TOTAL 4349 3591 73.54 95.00
TOTAL 3654 2639 264091 250,886

TALLEY,NATHANIEL C & JESSE D 2019 271,094 MKT CARD 003
PID R 0148.00.00.0031.0000 271,094 PY Val USE 20,208 LAND 002
2101 WRENN RD DEF 250,886 BLDG 001
LISTER 11/21/2015 GP PROSPECT HILL NC 27314 4.720 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT 1 BLK PL BK/PG 16 167 PLAT ADDRESS 0002101 WRENN RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 532 1333 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: WRENN ROAD X X
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD U OE V 7/29/2008 13578 MODU MODULAR 10/13/2008 3/08/2010 238,622
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020LAC HS W/UTIL
1.000 AC 15,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 15,000.000 15,000
2 400KAC WOOD ON PAVED RD
3.720 AC 1,400.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,400.000 5,208

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a10NAT0[R7I' OffMU�-C - DATE
PRIM ION rONBTPkWCIINGT WELL
iWwR !Ra Wt1O"tl Uw aWI80n of WOW Qwtlh a4►dR 70 ". Am: 1'L a moon MOI.. fe,o OW -'I
tltt WR NOMLO CYMr-RMMIA, taC E7III-/Itt P llo. (rSy Tt7td cat IOI. Ib.ypT

Location #26 — 2592 Wrenn Road

WOERDEMAN,CHRISTOPHER & JULIE
2019
272,185 MKT
CARD 001
PID R 0148.00.00.0006.0000
272,185 PY Val
USE
56,770 LAND 004
2592 WRENN RD
DEF
211,559 BLDG 001
LISTER 11/21/2015
GP
PROSPECT HILL NC 27314
16.550
ACRES
3,856 XFOB 002
TWP HIGHTOWER
CITY
FIRE
RESCUE
OTHER
LOT
BLK
PL BK/PG 10 517
PLAT
ADDRESS
0002592
WRENN RD PROSPECT HILL 27314
NBHD
00000000 USE 000200 AGRICULTURE DEED 592
1037
AICUZ
PRINTED
6/07/2019
BY THOMAS
LEGAL: WRENN RD X
X X
BUILDING CHARACTERISTICS
for B1dgSeq# 001 (Item# 001
)
Code
Description
Code
Description Code Description
Code
Description
Code
Description
Code Description
MODL
01 SNG FAMILY
BVAL 0001BG
SNG FAMILY ARCH N/A
QUAL
B2 GRADE B+5
STYS
SIZE OB GRADE B
FNDN
01 BRICK
FRME 01
WOOD FRAME WNDO N/A
EXW1
03 VINYL
EXW2
N/A
EXW2%
HEAT
02 HEAT PUMP
A/C
N/A RSTR 01 GABLE
RCV1
01 ASPSHINGLE
RCV2
N/A
RCV2%
INT1
01 SHEETROCK
INT2
N/A INT2%
FLR1
20 MIXED
FLR2
N/A
FLR2%
KTCH
N/A
DPRT 02
BATH
BDRM
ROOM
SPCD N/A
UD-1
N/A
FRPL
N/A CHMN N/A
HBTH
N/A
BATH B2
2 BATHS
FUEL 04 ELECTRIC
FXTR
N/A
UD-8
N/A RMYR N/A
RMYR
N/A
UD-9%
AYB
1995 EYB 2002
Subarea Actual
ONE STO 2070
DECK 336
SCREEN 144
FIN GAR 528
PORCH 18
LUMP
TOTAL 3096
TOTAL
AREA CALCULATION
Adj Heated Prime
2070 2070 2070
67
43
248
5
Rate
2070 113.55
2433 2070
Value %Good
90.00
90.00
90.00
90.00
90.00
235066 90.00
90.00
235066
TRAVERSE
RCNLD ONE1995=2070$ DCK1995=336$
PCH1995=18$.
211,559
211,559
SCP1995=144$ FGR1995=528$
20

WOERDEMAN,CHRISTOPHER & JULIE 2019 272,185 MKT CARD 002
PID R 0148.00.00.0006.0000 272,185 PY Val USE 56,770 LAND 004
2592 WRENN RD DEF 211,559 BLDG 001
LISTER 11/21/2015 GP PROSPECT HILL NC 27314 16.550 ACRES 3,856 XFOB 002
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 10 517 PLAT ADDRESS 0002592 WRENN RD PROSPECT HILL 27314
NBHD 00000000 USE 000200 AGRICULTURE DEED 592 1037 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: WRENN RD X X X
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD Q I 5/31/2016 265,000
EXTRA FEATURES
Seq Bldg Code Description Length Width Height #Units UT Qty Qual UTPrice Year Adj1 Adj2 Adj3 Adj4 %Good Value
001 000041 SHELTER 1.000 UT 1 0E 400.000 0000 1.00 1.00 1.00 1.00 100.00 400
002 STABLE 10-STABLES 24 24 576.000 SF 1 0E 7.500 2003 .80 1.00 1.00 1.00 100.00 3,456
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020KAC HS W/UTIL
1.000 AC 14,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 14,000.000 14,000
2 280AAC OPEN ON PAVED ROAD
3.000 AC 1,800.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,800.000 5,400
3 400KAC WOOD ON PAVED RD
9.550 AC 1,400.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 1,400.000 13,370
4 260LAC ROAD FRONTAGE OPEN
3.000 AC 8,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 8,000.000 24,000

w mac.
CASWELL COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH DIVISION
�j r " 10 1 MO
(This permit expires five
WELL PERMIT years from date of issue.)
New Well
Replacement Well
NAME <-Armiqs -p. cnd e 6 ADDRESS 9W7 i� d�6&&' �,/. /�roT uC
Directions to Site S cZltc.G'
�— L -
Well to Serve: _�_ Residence Mobile Home Park Other
Sketch of Well Site I Sketch of Installation
C== L�'A/OJs• r
WELL CONSTRUCTION
Distance from nearest property line
1. S
Water. bearing Zones: Depth -21.• FL Ft
Distance from source of pollutlion
Casing: Depth: From - to t
Total depth of well �i ft.GPM
Diameter Y
SL! tic Water Level Ft
Casing Type: Steel
Galvanized Steel ,y. ! Thickness
If steel, does owner approve:
Yes No
Drive Shoe ✓ Yes
No Height of casing above ground _A. inches
Problems in setting casing
Yes No, Explain
Grout Type: Neat ---Sand/Cement Concrete Annular space width 3 In.
Water in Annular space Yes
LrNo. Method of Grout Pump Pressure poured
No. Bags of Portland Cement I_ Depth: From 0 to ,11D Ft
Weight of 1 bag 47 q lbs.
Proper Slab Constructed L-e* ID Plate
nRILLRI n Lnn
Depth
From
To
Formation Description
o.
;,
I hereby certify that the above information is correct
and that this well was constructed in accordance with'
the Caswell County Well Ordin�I,yc
Signarure of Contractor Date
Permit Issued 6y�-
Inspection Completed By Date IV 57S

Location #27 —1275 Carver Road

CARVER,JOHN W & PAMELA H 2O19 171,734 MKT CARD 001
PID R 0148.00.00.0007.0000 171,734 PY Val USE 19,900 LAND 002
1275 CARVER RD DEF 151,834 BLDG 001
LISTER 11/21/2015 GP PROSPECT HILL NC 27314 5.000 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 15 56 PLAT ADDRESS 0001151 CARVER RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 411 103 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: CARVER RD (OFF)
BUILDING CHARACTERISTICS for BldgSeq# 001 (Item# 001 )
Code Description Code Description Code Description Code Description Code Description Code Description
MODL 01 SNG FAMILY BVAL 0001CG SNG FAMILY ARCH 18 MODULAR QUAL C1 GRADE C+10 STYS 1.0 SIZE OC GRADE C
FNDN 01 BRICK FRME 01 WOOD FRAME WNDO N/A EXW1 03 VINYL EXW2 N/A EXW2%
HEAT 02 HEAT PUMP A/C N/A RSTR 01 GABLE RCV1 01 ASPSHINGLE RCV2 N/A RCV2%
INT1 01 SHEETROCK INT2 N/A INT2% FLR1 20 MIXED FLR2 N/A FLR2%
KTCH N/A DPRT 02 BATH BDRM 3 ROOM SPCD N/A
UD-1 N/A FRPL N/A CHMN N/A HBTH N/A BATH C2 2 BATHS FUEL 04 ELECTRIC
FXTR N/A UD-8 N/A RMYR N/A RMYR N/A UD-9% AYB 2002 EYB 2002
AREA CALCULATION TRAVERSE
Subarea Actual Adj Heated Prime Rate Value %Good RCNLD OUB2002=N3000N2002=W2OS3OE20 N30$E15PCH2O02=N8E24S8W24$E
ONE/UNF 1620 1895 1620 90.00 24 E15S3OW15DCS2002=S12W2ON6WllN6E31$W31W8$.
CONC SL 600 30 90.00
PORCH 192 54 90.00
DK/CONS 306 77 90.00
24
LUMP 168705 90.00 151,834
TOTAL 2718 1620 104.13 90.00
TOTAL 2056 168705 151,834

CARVER,JOHN W & PAMELA H 2O19 171,734 MKT CARD 002
PID R 0148.00.00.0007.0000 171,734 PY Val USE 19,900 LAND 002
1275 CARVER RD DEF 151,834 BLDG 001
LISTER 11/21/2015 GP PROSPECT HILL NC 27314 5.000 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 15 56 PLAT ADDRESS 0001151 CARVER RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 411 103 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: CARVER RD (OFF)
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adj1 Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020HAC HS W/UTIL
1.000 AC 11,500.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 11,500.000 11,500
2 080IAC 2-4 ACRE
4.000 AC 2,100.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,100.000 8,400

8-02-2002 10:29AM FRO4 CASWELL CO HOME HEAL- 9106947450
Ai!
ao w? t 2 *small County ntne�i Health
M DOWNN &0c�b, NC 2?9i9
Wall Camp on itman
_ I
Addcsss: trve/'Ka
Le ion: X4.6
om; i� too rrof
�, fv Um k.
Di tame from Nurim satins of Ptean a
It al Dapth of V111att . Frt. GM �
P. t
.Aft+
W %f 6eertng Lonw Depth Ft. Ft.
Casing DepVe From to FL
4 in.
Iw
SLtic Water L" ao_ Ft.
Casing Types Steel �rtised Steel ! 7hcGitnP�B_,r_ to
!! Sseei. Ocas owner ADpr+�r+e. _;_r__ i A�
DAw Shoe No Height of Ddng Abo m Ground
Problems in Setfmo Casing....
yu l;xpl$!n
Grout type; .,.r Naot �
--• ..,.. CVCeawnt Ccnov* Annular space Width,,,,
Water in Annular Opw yes No iethad of Grout �— Pump . PneUM Pt
No. 8qs of Pool and Camam _ _ Depth From %� . to Ft.
Weight of i Sant �Lb& Pmm slab Conl1trucud it} Piste
...# 0
0[t8"4 Lou ' ! hmby mreiir tat the abom lrh
mmftn is COMM and
Da th t!u!t this wsq wet Qpg&VUOMd yt 8comdanc a withthe CaftW
Fain 'f Panmtien Desawon i County V401 or&
c. alias of CaaddEoor
c"4"900n CAN% IOWd ey
td Wrtts:e0 aM M •6r4i
Z9tS 98��
Ewe
'QN ktlj SHI M I N O 113n N01"SM : WmW

Location #28 —1209 Carver Road

ANDREWS,CHRISTOPHER M & CARRIE
2019
583659 MKT
CARD 001
PID R 0134.00.00.0104.0000
58,659 PY Val
USE
18,374 LAND 002
1273 CARVER RD
DEF
40,285 BLDG 001
LISTER 11/21/2015
MW
PROSPECT HILL NC 27314
2.620 ACRES
XFOB 000
TWP HIGHTOWER
CITY FIRE
RESCUE
OTHER
LOT BLK
PL BK/PG 15 248
PLAT
ADDRESS
0001209 CARVER RD PROSPECT
HILL 27314
NBHD 00000000
USE 000102
RESIDENTIAL VAC DEED 439
462
AICUZ
PRINTED 6/07/2019
BY THOMAS
LEGAL: OFF CARVER
RD —9999
ESMT 596-1119
BUILDING CHARACTERISTICS for BldgSeq# 001 (Item# 001 )
Code Description
Code
Description Code Description
Code
Description
Code Description
Code Description
MODL 05 MFG HOUSE
BVAL
0005C6 MFG HSE/DW ARCH 01 D/W
QUAL
C4 GRADE C-5
STYS
SIZE N/A
FNDN 01 BRICK
FRME
02 STEELFRAME WNDO N/A
EXW1
03 VINYL
EXW2 N/A
EXW2%
HEAT 02 HEAT PUMP
A/C
01 CENTRALA/C RSTR 01 GABLE
RCV1
01 ASPSHINGLE
RCV2 N/A
RCV2%
INT1 01 SHEETROCK
INT2
N/A INT2%
FLR1
08 CARPT/VYNL
FLR2 N/A
FLR2%
KTCH N/A
DPRT
06 BATH
BDRM
3
ROOM 5
SPCD N/A
UD-1 N/A
FRPL
N/A CHMN N/A
HBTH
N/A
BATH C2 2 BATHS
FUEL 04 ELECTRIC
FXTR N/A
UD-8
N/A RMYR N/A
RMYR
N/A
UD-9% AYB
2003 EYB 2003
AREA CALCULATION
TRAVERSE
Subarea Actual
Adj
Heated Prime Rate Value %Good
RCNLD MFG2003=N27E30 STP2003=E4N4W4
S4$ E14527W44$.
D/W M/H 1188
1188
1188 1188 74.00
STOOP 16
3
74.00
LUMP
54440 74.00
40,285
30
S
+
TOTAL 1204
1188 45.82 74.00
TOTAL
1191
1188 54440
40,285
n
N

ANDREWS,CHRISTOPHER M & CARRIE 2019 583659 MKT CARD 002
PID R 0134.00.00.0104.0000 58,659 PY Val USE 18,374 LAND 002
1273 CARVER RD DEF 40,285 BLDG 001
LISTER 11/21/2015 MW PROSPECT HILL NC 27314 2.620 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 15 248 PLAT ADDRESS 0001209 CARVER RD PROSPECT HILL 27314
NBHD 00000000 USE 000102 RESIDENTIAL VAC DEED 439 462 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF CARVER RD —9999 ESMT 596-1119
SALES BUILDING PERMITS
IN Q RC M V Sale Date Sale Price Number Type Description Issued Schd Complt Revisit Act Complt Amount
WD U 0E V 9/11/2003
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adjl Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020KAC HS W/UTIL
1.000 AC 14,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 14,000.000 14,000
2 080KAC 2-4 ACRE
1.620 AC 2,700.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,700.000 4,374

AVI
(WH
V�
Caste Iu nt
�. � � Y Hft1th Department
e mit
Date• /'- �'- ojT 6 't oid After ears
Owner.
Location/Direcd ns: ` I L r
Subdivision I�i =' ` V J ' #'�,.._
Drilling Contra
,
WELL CONSTdy ON
Distance from er r Property dine Ar ja J 1 h. Distance from Source of
Pollution d Y
Total Depth: /'� Ft,�,Yield: �x��� GPM tic Water �� ."vel ' Ft. �
Water Bearing des•{��Yb th q - FC -
�_ Ft. Ft: Ft
'ameter,
Casing: Depih::;;,ro_ to Inches
TYPE: Steel - "� alv creel t
If Steel ..nFes
i ��
Weight: 7u s.- f"; eight Above tOround: Inches
Drive Sh Yes ;�` `
Were Pro ems Encouftered in Setting the Casing? Yes No �--
If "yes" give reason: ► ''d
..,
Grout: Type: Neat t--' Sand/Cem Concrete
Annular Spajke Width ,Inches
Water in Annular Space: Yes �i � r No
Method: Pumped essural Poured
Depth. From ;`'
Materials Used: No. Bags Portland Cement
_(791 lbs.
If mixture (sand, gravel, cuttings) - Ratio: to
ID Plates: Yes Co" No
4 x 4 slab--- Yes No
Weight of 1 bag
I HEREBY CERTIFY THAT THE ABOVE INFORMATION IS CORRECT AND THAT
THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH REGULATIONS SET
FORTH BY THE CASWELL COUNTY HEALTH DEPARTMENT.
Signature of Contractor Date
� Cf - 7 a
Sanitaiian's Signature Date Issued
T a
Sanitarian's Signat<ue Date Completed
f '-itch well location on reverse side.
t

Location #29 — 989 Carver Road

CARVER,JOHN T & PATRICIA JR
PID R 0134.00.00.0077.0000
981 CARVER RD
LISTER 11/21/2015 MW PROSPECT HILL NC 27314
TWP HIGHTOWER CITY FIRE
LOT 2 BLK PL BK/PG 16 558
NBHD 00000000 USE 000200 AGRICULTURE DEED 564
LEGAL: 1043 CARVER RD DEEDS:265-521 ESMT 596-1117
BUILDING CHARACTERISTICS
Code Description Code Description Code Description
MODL 05 MFG HOUSE BVAL 0005C7 MFG HSE/SW ARCH 02 S/W
FNDN 04 PIER FRME 02 STEELFRAME WNDO N/A
HEAT 08 CENT H&AC A/C N/A RSTR 01 GABLE
INT1 01 SHEETROCK INT2 N/A INT2%
KTCH N/A DPRT 07 BATH
UD-1 N/A FRPL N/A CHMN N/A
FXTR N/A UD-8 N/A RMYR N/A
Subarea Actual
S/W M/H 924
LUMP
TOTAL 924
TOTAL
2019 98,274 MKT CARD 001
98,274 PY Val 73,898 USE 84,126 LAND 011
24,376 DEF 13,548 BLDG 001
30.870 ACRES 600 XFOB 001
RESCUE OTHER
PLAT ADDRESS 0000989 CARVER RD PROSPECT HILL 27314
632 AICUZ PRINTED 6/07/2019 BY THOMAS
X 8/3/12-32.87AC TO TM 134-113
for B1dgSeq# 001 (Item# 001 )
Code Description Code Description Code Description
QUAL D3 GRADE D STYS SIZE N/A
EXW1 03 VINYL EXW2 N/A EXW2%
RCV1 01 ASPSHINGLE RCV2 N/A RCV2%
FLR1 05 CARPET FLR2 N/A FLR2%
BDRM 3 ROOM 4 SPCD N/A
HBTH N/A BATH C2 2 BATHS FUEL 04 ELECTRIC
RMYR N/A UD-9% AYB 1993 EYB 1993
AREA CALCULATION TRAVERSE
Adj Heated Prime Rate Value %Good RCNLD SWH1993=Nl4E66Sl4W66$.
924 924 924 30.00
45162 30.00 13,548
924 48.87 30.00
924 924 45162 13,548
66
SWHI993
66

CARVER,JOHN T
& PATRICIA JR
2019
98,274 MKT
CARD
002
PID
R 0134.00.00.0077.0000
98,274 PY Val
73,898 USE
84,126 LAND
011
981 CARVER RD
24,376 DEF
13,548 BLDG
001
LISTER
11/21/2015 MW
PROSPECT HILL
NC 27314
30.870 ACRES
600 XFOB
001
TWP
HIGHTOWER CITY
FIRE
RESCUE
OTHER
LOT
2 BLK
PL BK/PG
16 558
PLAT ADDRESS
0000989 CARVER RD PROSPECT
HILL 27314
NBHD
00000000 USE 000200
AGRICULTURE
DEED 564 632 AICUZ
PRINTED 6/07/2019 BY
THOMAS
LEGAL:
1043 CARVER RD DEEDS:265-521
ESMT 596-1117
X 8/3/12-32.87AC TO TM 134-113
SALES
BUILDING PERMITS
IN Q
RC M V Sale Date Sale
Price Number
Type Description Issued Schd Complt Revisit Act
Complt Amount
WD U
OE I 8/14/2012
14983
COMM COMMBUILD 4/28/2016
WD U
OE V 8/03/2012
EXTRA
FEATURES
Seq
Bldg Code Description
Length Width Height
#Units UT Qty Qual UTPrice
Year Adj1 Adj2 Adj3
Adj4 %Good Value
001
000006 CARPORT/INEXPEN
21 18
1.000 UT 1 600.000 0000 1.00 1.00 1.00
1.00 100.00
600
LAND
Seq
Zone Code Use
Description
Front
Depth Back FT
#Units UT
UTPrice Adj1
Adj2 Adj3 Adj4 Fadj
Dadj Nbad Adj
Eff Rate
Value
1
020KAC N
HS W/UTIL
2.000 AC
14,000.000 1.00
1.00 1.00 1.00 1.00
1.00 1.000
14,000.000
28,000
2
280BAC
OPEN ON PAVED ROAD
18.300 AC
1,600.000 1.00
1.00 1.00 1.00 1.00
1.00 1.000
1,600.000
29,280
3
660AUV U
USE VALUE OPEN
18.300 AC
590.000 1.00
1.00 1.00 1.00 1.00
1.00 1.000
590.000
10,797
4
420KAC N
WOOD ON DIRT ROAD
4.700 AC
1,400.000 1.00
1.00 1.00 1.00 1.00
1.00 1.000
1,400.000
6,580
8
280AAC
OPEN ON PAVED ROAD
4.870 AC
1,800.000 1.00
1.00 1.00 1.00 1.00
1.00 1.000
1,800.000
8,766
9
660AUV U
USE VALUE OPEN
4.870 AC
590.000 1.00
1.00 1.00 1.00 1.00
1.00 1.000
590.000
2,873
10
520KAC N
COMMERCIAL LAND
1.000 AC
11,500.000 1.00
1.00 1.00 1.00 1.00
1.00 1.000
11,500.000
11,500

Location #30 — 981 Carver Road

CARVER,JONATHON B 2019 101,993 MKT CARD 001
PID R 0134.00.00.0114.0000 101,993 PY Val USE 16,700 LAND 002
981 CARVER ROAD DEF 853293 BLDG 001
LISTER 11/21/2015 MW PROSPECT HILL NC 27314 2.000 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 16 689 PLAT ADDRESS 0001095 CARVER RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 567 1544 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF CARVER ROAD X X 1/18/13 DB 567-1544 PB 16-689
BUILDING CHARACTERISTICS for BldgSeq# 001 (Item# 001 )
Code Description Code Description Code Description Code Description Code Description Code Description
MODL 05 MFG HOUSE BVAL 0005C6 MFG HSE/DW ARCH 01 D/W QUAL C2 GRADE C+5 STYS SIZE N/A
FNDN 01 BRICK FRME 01 WOOD FRAME WNDO N/A EXW1 03 VINYL EXW2 N/A EXW2%
HEAT 02 HEAT PUMP A/C N/A RSTR 01 GABLE RCV1 01 ASPSHINGLE RCV2 N/A RCV2%
INT1 01 SHEETROCK INT2 N/A INT2% FLR1 N/A FLR2 N/A FLR2%
KTCH N/A DPRT 06 BATH BDRM ROOM SPCD N/A
UD-1 N/A FRPL N/A CHMN N/A HBTH N/A BATH C2 2 BATHS FUEL 04 ELECTRIC
FXTR N/A UD-8 N/A RMYR N/A RMYR N/A UD-9% AYB 2013 EYB 2013
AREA CALCULATION TRAVERSE
Subarea Actual Adj Heated Prime Rate Value %Good RCNLD MFG2013=W68N3OE68S9 DCK2013=E6S6W6N6$ S21$.
D/W M/H 2O40 2040 2040 2040 94.00
DECK 36 9 94.00
LUMP 90738 94.00 85,293
TOTAL 2076 2040 44.47 94.00
TOTAL 2049 2040 90738 85,293
0
68

CARVER,JONATHON B 2019 101,993 MKT CARD 002
PID R 0134.00.00.0114.0000 101,993 PY Val USE 16,700 LAND 002
981 CARVER ROAD DEF 853293 BLDG 001
LISTER 11/21/2015 MW PROSPECT HILL NC 27314 2.000 ACRES XFOB 000
TWP HIGHTOWER CITY FIRE RESCUE OTHER
LOT BLK PL BK/PG 16 689 PLAT ADDRESS 0001095 CARVER RD PROSPECT HILL 27314
NBHD 00000000 USE 000100 RESIDENTIAL DEED 567 1544 AICUZ PRINTED 6/07/2019 BY THOMAS
LEGAL: OFF CARVER ROAD X X 1/18/13 DB 567-1544 PB 16-689
14383 DOUB DOUBLEWIDE 1/16/2013 2/18/2013 82,583
LAND
Seq Zone Code Use Description
Front Depth Back FT #Units UT UTPrice Adjl Adj2 Adj3 Adj4 Fadj Dadj Nbad Adj Eff Rate Value
1 020KAC HS W/UTIL
1.000 AC 14,000.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 14,000.000 14,000
2 080KAC 2-4 ACRE
1.000 AC 2,700.000 1.00 1.00 1.00 1.00 1.00 1.00 1.000 2,700.000 2,700

r .u. a.Vi\p11�V{..11V3\ 1W�l,V1Wy
This lum can be used fd single d snWtiple wdb
L Well Contractor lnformadoo:
Dennis Cummings
Well ContractorNwe
2537A
NC Well Conuactor Ccrtifi ation Numbcr
Cummings Developments, Inc.
Company Nano 13
2. Well Comtr'uctlonpermit N:
Liso allrgpb'mbie welipeindk 0.e. Cw ly, 3'tmr, Fariancr, Iniectfon. ercl
3. Well Use (check well use):
OAgricultural
❑Geothermal (Heatiug(Cooling Supply)
❑Indushial/Cammercial
OAquifer Recharge
OAgtrifer Storage and Recovery
OAquifer Ten
OEBperimentel Technology
❑Gcothetmel (Closed Loop)
OMtmicipaUPublic
tdential Water Supply (stogie)
OResidential Water Supply (shared)
OCirmu dwater Remediation
OSalinity, Barrier
ostmmu to Drainage
❑Subsidence Cauvol
OTmccr
4. Date Well(s) Completed: �- 6 Well
Sa. Well [.outian:
bla1AA i!Ayre ✓
Foritity/Ownn, Name Facility IOW(ifepplicable)
q2+ CLyyev- CI abc;,Ow- rJ&( A 131�1
Physical Address, City, and Zip
0 Ct C u4
CoamY Parcel Idcnciluaion No. (PIN)
For Imcrml Use ONLY:
MEN •Rr
IFll'�flr�©
L2`_�,?=.
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,�l_'.�'�'fl::iltl
M:�1 :'..:if=_l
i!`viN`•.�x•�.Hu1n1
OWN
A�:.`5aL4s:hliu_l�'4�.���"xriTl�
IGS�(D�t11"+[w•{—'FI•i.l'S.R}!1lflT��flTn,
n,�t- it`��Q3'
Sb. Latitude and Longitude in degreeshninutes/sreands or decimal degrees:
(ifwe80c1d, oaa ladlana�u-a7ut2Uci�n) / 22 Cernneanon:
ZN
Alinasone ofCcNnd Well C� onuact Dele
6.1E (arc) thewell(s): ermanent or OTemporary B 1 l b! I her,6 Av 0u
7. Is this a repair to an existing well: OYea or o
If this 1, a repair•fin our burn „Nl romuvcaon iryfornalfon explain die narme.f1he
repair undrr 021 renarkr r#cVm or on the back vfohk form
8. Number of wells constructed: One
For eviaple 4d ion anon-waternpply Welk ONLYwith the came rvruaurrran. year can
submit o"Jbn i ��
9. Total Will depth Wow' Wed stu4n¢ei (R.)
For MWWt well, Art all dep*t I/dilicrent (ermnpte- 3@200''aaW 2@100)
10. Statiewater level below top of casing: /C.✓ (ft.)
if water level Is above mrhig� me "+"
11. Borehole diameter. 6 (In.)
IbWFUFaR4hnFti4pmF,bad; Rotary
(i.e. aus=, roomy, cable. direct Push, etc.)
y r gn ng Air Jornh y comfy —10/ — rwerc/ corubocld In acromionor
wick 13ANCAC 02C.O100 a 13A NCAC 02C.0200 Well Cowironon &err dardr and thal a
copy a/dir record hta beenprorldd to the „en owner.
23. Site diagram or additional Well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifneeeassty.
SUBMITTAL INMCTIONS
24a. For All Well i Submit this torn within 30 days of, oomplotion of wall
eonshuction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699.1617
24R For Ini«Hon WeW ONLY: In addition to wading the form to the eddnsv in
24a above, also submit a copy of this form within 30 days of completion of wall
9Q1emy.p.n to Ik9 falloWln&.
Dtvislon of Water Remprcµ Undetgrtmnd IoJectlon Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. YIeW (gpm) Method of ter,: Air Rotary 24L For Water Supply 8lnleetlon Wells:
Also submit one copy of this form within 30 days ofcompletim of
13b.131einfeedon type: HTH Amopat: AOp OZ• well construction in the county, health depamnent of the cotmry where
eonatrueted.
Fotat(3W.1 North Carolina Dc{vruncn[oCPsrvimlmem and NeMd Raolacu—Divuton ofWaw Rnoloco Revised August 2013