Bowman Gray_Post-Regulatory landfill report April 2016

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Copyright:© 2013 National Geographic Society, i-cubed
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NC LIC. NO. C-0828 (ENGINEERING)
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© 2015 Smith Gardner, Inc.
BOWMAN GRAY COMPLEX
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14 N. Boylan Avenue, Raleigh NC 27603
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Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
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redistribution of this document in whole or part without the
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provided by Smith Gardner, Inc., constitutes an acceptance of
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© 2016 Smith Gardner, Inc.
DUNCKLEE AND DUNHAM
ENVIRONMENTAL
GEOLOGISTS AND ENGINEERS
RALEIGH, NORTH CAROLINA

BOWMAN GRAY
STADIUM INVESTIGATION
WINSTON-SALEM UNIVERSITY

FIELD INVESTIGATION LOCATIONS
CROSS SECTIONS

J.A.S.
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WSSU 14-1
AS SHOWN
April, 2016
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Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.
DUNCKLEE AND DUNHAM
ENVIRONMENTAL
GEOLOGISTS AND ENGINEERS
RALEIGH, NORTH CAROLINA

BOWMAN GRAY
STADIUM INVESTIGATION
WINSTON-SALEM UNIVERSITY

FIELD INVESTIGATION LOCATIONS
CROSS SECTIONS

J.A.S.
T.R.S.
WSSU 14-1
AS SHOWN
April, 2016
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Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.
DUNCKLEE AND DUNHAM
ENVIRONMENTAL
GEOLOGISTS AND ENGINEERS
RALEIGH, NORTH CAROLINA

BOWMAN GRAY
STADIUM INVESTIGATION
WINSTON-SALEM UNIVERSITY

FIELD INVESTIGATION LOCATIONS
CROSS SECTIONS

J.A.S.
T.R.S.
WSSU 14-1
AS SHOWN
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SCALE:
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14 N. Boylan Avenue, Raleigh NC 27603
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919.828.0577
Electronic files are instruments of service provided by Smith
Gardner, Inc. for the convenience of the intended recipient(s), and
no warranty is either expressed or implied.  Any reuse or
redistribution of this document in whole or part without the
written authorization of Smith Gardner, Inc., will be at the sole
risk of the recipient.  If there is a discrepancy between the
electronic files and the signed and sealed hard copies, the hard
copies shall govern.  Use of  any electronic files generated or
provided by Smith Gardner, Inc., constitutes an acceptance of
these terms and conditions.
© 2016 Smith Gardner, Inc.
DUNCKLEE AND DUNHAM
ENVIRONMENTAL
GEOLOGISTS AND ENGINEERS
RALEIGH, NORTH CAROLINA

BOWMAN GRAY
STADIUM INVESTIGATION
WINSTON-SALEM UNIVERSITY

SOIL GAS SURVEY LOCATIONS
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WINSTON-SALEM, NC

J.A.S.
T.R.S.
WSSU 14-1
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By: ZS
Date: 11/16/2015
Boring/Test 
Pit Number
Total Depth 
(ft)
Depth to Top of 
Waste (ft)
Depth to bottom 
of waste (ft)Waste Type 
B‐1152 4.5C&D
B‐2102.54.5C&D
B‐3247 13MSW
B‐4 19.5 4 14 MSW
B‐5244 17MSW
B‐634N/AN/ANA
B‐7344 24MSW
B‐8248 14MSW
B‐9 14 N/A N/A N/A
B‐10 24 N/A N/A N/A
B‐12 30 N/A N/A N/A
B‐13 20 3 13 some brick, HDPE type black plastic
B‐14 25 3 22 plastic bags, foam, concrete, sheet metal
B‐15 40 2.5 34 MSW
B‐16 30 2.5 25 C&D
B‐17 21 0.5 13 metal, wood, brick
B‐18 12 1.5 9 woody concrete mix, plastic
B‐19 26 6 21 metal, wood, glass, foam
B‐20 24 6 22 MSW
B‐20 22 2.5 10 paper/foam mixed with soil
B‐22 26 2 2.5 2 pieces of concrete/rebar (only waste found)
B‐23 26 N/A N/A N/A
B‐24 12 N/A N/A N/A
B‐25 11 3.5 11 Metal, wood, glass, concrete
LFG‐1 29 N/A N/A N/A
LFG‐2 31 N/A N/A N/A
LFG‐3 36 N/A N/A N/A
LFG‐4 36 N/A N/A N/A
LFG‐5 36 N/A N/A N/A
LFG‐6 31 N/A N/A N/A
LFG‐7 26 N/A N/A N/A
LFG‐8205 12Tires, glass, metal, paper, fiberglass
LFG‐9 21 3 14 rubber, plastic
TP‐1 8 N/A N/A N/A
TP‐2 7 N/A N/A N/A
TP‐387.8 8MSW
TP‐4 7.5 7.3 7.5 MSW
TP‐564 6C&D
TP‐6 3.5 3 3.5 MSW
TP‐783 7C&D
TP‐883.5 8MSW
TP‐942 3C&D
TP‐10 4.5 2 4 C&D
TP‐11 5 2 5 C&D
TP‐12 6 2 6 C&D
Notes:
NA = No Waste Encountered
MSW = Municipal Solid Waste
C&D = Construction and Demolition Debris Waste
Soil Borings, Test Pits and Landfill Gas Well Information
Table 1
Bowman Gray Stadium Property
Winston‐Salem, North Carolina
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GEOPHYSICAL INVESTIGATION
OF THE
BOWMAN GRAY STADIUM AREA
Winston-Salem State University
Winston-Salem, North Carolina

Prepared for:

Smith+Gardner
14 N. Boylan Ave
Raleigh, NC 27603
March 6, 2016

Prepared by:

THG Geophysics, Ltd.
4280 Old William Penn Highway
Murrysville, Pennsylvania 15668
724-325-3996
www.geo-image.com
THG Project No. 198-5793
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Geophysical Investigation
Bowman Gray Stadium, Winston-Salem, NC
THG Geophysics, Ltd.
March 6, 2015

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TABLE OF CONTENTS

1.0 INTRODUCTION ............................................................................................................... 2
1.1 Background ........................................................................................................... 2
1.2 Work Scope ........................................................................................................... 2

2.0 GEOPHYSICAL TECHNIQUE .......................................................................................... 3
2.1 Introduction ............................................................................................................ 3
2.2 Theory ................................................................................................................... 3
2.3 Quality Assurance and Quality Control.................................................................. 4

3.0 GEOPHYSICAL INTERPRETATION ................................................................................ 5
3.1 Introduction ............................................................................................................ 5
3.2 Section 1 ............................................................................................................... 5
3.3 Section 2 ............................................................................................................... 5
3.4 Section 3 ............................................................................................................... 5
3.5 Section 4 ............................................................................................................... 6

4.0 CONCLUSION .................................................................................................................. 7

5.0 REFERENCES .................................................................................................................. 8

LIST OF FIGURES

1. Site Location Map
2. Terrain Conductivity Map, 7.2-Foot Depth
3. In-Phase Conductivity Map, 7.2-Foot Depth
4. Terrain Conductivity Map, 13.8-Foot Depth
5. In-Phase Conductivity Map, 13.8-Foot Depth
6. Terrain Conductivity Map, 22-Foot Depth
7. In-Phase Conductivity Map, 22-Foot Depth

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Geophysical Investigation
Bowman Gray Stadium, Winston-Salem, NC
THG Geophysics, Ltd.
March 6, 2015

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1.0 INTRODUCTION

1.1 BACKGROUND

Smith+Gardner contracted with THG Geophysics Ltd. (THG) to image 4 sections totaling
approximately 71 acres of the Bowman Gray Stadium (BGS) and its surrounding facilities in
Winston-Salem, North Carolina (Figure 1). The work scope of this geophysical investigation is to
determine the boundaries of buried municipal solid waste.

The Bowman Gray Stadium is located on the Winston-Salem State University Campus and is
surrounded by parking lots and practice fields. The site investigation included approximately 62
acres of accessible area.

1.2 WORK SCOPE

The work scope consisted of imaging the subsurface of the BGS (Figures 2-7) using
electromagnetic terrain conductivity (EM) mapping techniques.

A 3-dipole terrain conductivity meter that imaged to 7.2 ft below grade (ft bg), 13.8 ft bg and 22 ft bg
was deployed for the survey. Thirty-six thousand records over the 62-acre area of investigation
were collected with the terrain conductivity meter on March 3-4, 2015.

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Bowman Gray Stadium, Winston-Salem, NC
THG Geophysics, Ltd.
March 6, 2015

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2.0 ELECTROMAGNETIC TERRAIN CONDUCTIVITY

2.1 INTRODUCTION

Electromagnetic terrain conductivity surveys have been employed for landfill investigations for over
20 years (McNeill 1980). Advantages of an electromagnetic terrain conductivity survey include:

1. Excellent resolution in conductivity;
2. No current injection problems;
3. Simple multi-layered earth calculations;
4. Easy, rapid measurements.

Disadvantages of EM for exploratory investigations are few but include:

1. Limited dynamic range;
2. Setting and maintaining the instrument zero;
3. Limited vertical sounding capability.

EM surveys are principally used for landfill boundary detection (Mack and Maus, 1986; McQuown et
al., 1991; Rumbaugh et al., 1987; Scaife, 1990; Stenson, 1988). McNeill (1990) contends that
"...EM measurements will also undoubtedly be used to assist in locating new sanitary landfills..."
(p.209).

2.2 THEORY

The terrain conductivity meter is used for the measurement of the electrical conductivity of
subsurface soil, rock and ground water. The electrical conductivity (or its inverse, resistivity) is a
function of the porosity, permeability and the fluids in the pore spaces (McNeill, 1980). In the landfill
setting, the pore fluids dominate the measurement and thus the EM is an excellent tool for
delineating buried waste, trench boundaries, drums and other metallic objects. The absolute values
of conductivity obtained in a survey are not necessarily diagnostic but the variations in conductivity
can be used to identify anomalies (Benson et al., 1988).

The EM method is further useful when integrated with a data logger (GF CMD Control Unit) and
Global Positioning Unit (Trimble Geo 7X) that provide for continuous measurement of the field
position and terrain conductivity, thus increasing the survey size and scope while reducing costs
over conventional soundings.

The EM tool consists of a transmitter coil that radiates an electromagnetic field. The
electromagnetic field induces eddy currents in the earth that generate a secondary electromagnetic
field proportional to the magnitude of the current flowing within the coil. Quadrature and in-phase
components of the secondary magnetic field are captured by the receiver in the form of an output
voltage that is linearly related to subsurface conductivity (McQuown et al., 1991). The quadrature
phase component (terrain conductivity) is measured in milliSiemens/meter (mS/m) and provides a
measurement of soil conductivity. The in-phase mode, measured in parts per thousand (ppt), is
responsive to highly conductive, buried metallic objects.

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Bowman Gray Stadium, Winston-Salem, NC
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March 6, 2015

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The terrain conductivity value is an average conductivity of the effective depth of the survey tool.
The effective depth is determined to be about 1.5 times the intercoil spacing (i.e., the distance
between the receiving and the transmitting coils). The CMD Explorer (GF Instrument, Brno, CZ) is
a multiple frequency tool with 3 different intercoil spacings to allow for an effective penetration depth
of 7.2, 13.8, and 22 feet. The tool measures the bulk conductivity of the entire skin depth specified
by the intercoil spacing. Consequently, the tool averages the response determined through the skin
depth. Near-surface material has a very small contribution to the secondary magnetic field and the
orientation of the dipoles in a vertical coplanar fashion is insensitive to near-surface changes in
conductivity.

Conductivity values of clayey-sandy soil typical of those found at the BGS are approximately 20
mS/m (Benson et al. 1988; McNeill 1980; Schutts and Nichols 1991). Fill materials have been
observed to have a terrain conductivity of greater than 40 mS/m (McQuown et al., 1991; Hutchinson
and Barta, 2000; Hutchinson and Barta, 2005, Hutchinson, 2006).

2.3 QUALITY ASSURANCE AND QUALITY CONTROL

The interpretation of geophysically-generated data is not an exact science since the responses to
induced disturbance is affected by many phenomena including buried metals, operator error,
precipitation, and net changes in ground saturation conditions. Some sources of spurious data can
be overcome through a QA/QC program and use of multiple geophysical methods. The quality
control program employed with this study included frequent checks of the equipment and resurveys
of lines and locations. The QA/QC program indicates that all geophysical equipment functioned as
designed during the survey program.

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Geophysical Investigation
Bowman Gray Stadium, Winston-Salem, NC
THG Geophysics, Ltd.
March 6, 2015

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3.0 GEOPHYSICAL INTERPRETATION

3.1 INTRODUCTION

EM data represent a response to the electrical conductivity of the skin depth of the tool. Several
methodologies exist for presenting EM data including surface mapping and section profiling. Field
data acquired for the survey were used to develop a terrain conductivity map for the BGS facility
where background soil terrain conductivity is approximately 20 mS/m (Figures 2 through 7). The
survey area consists of approximately 62 acres and includes practice fields and parking lots that
surround the stadium.

The percolation of rainwater through organic waste and the degradation of organic material
generate soluble and insoluble ions. These ions provide the elevated terrain conductivity to the
leachate and waste (Figure 2, 4, and 6). The in-phase terrain conductivity map is sensitive to
ferrous and non-ferrous metals (Figures 3, 5, and 7).

The work area was divided into 4 sections based upon maps provided by Smith+Gardner. Section
1 includes the Bowman Gray Stadium and its surrounding parking lots; Section 2 includes practice
fields on the west side of the facility and is bordered to the north by a remediated stream channel;
Section 3 includes an open field north of the stadium; and Section 4 includes a set of parking lots
on the east side of Martin Luther King Jr Drive.

3.2 SECTION 1

Section 1 consists of approximately 26 acres of land. This Section demonstrates strong terrain
conductivity in the parking lot on the south west side of the stadium. The topography of this parking
lot has patterns of subsidence indicating that waste trenches are oriented in the east-west direction.
Terrain conductivity was strongest trending in the northwest-southeast direction, indicating the
possibility of two sets of trenches. A small subsided pit, separated from the other trenches, appears
to be located on northeast edge of the lot (Figure 2).

In-phase mode readings are not elevated throughout Section 1, but strong metal signatures outside
of the southwest parking lot were most likely caused by underground utilities, metal fences, and
parked vehicles. High values for conductivity and in-phase components suggest that these
trenches are at least 20 feet deep (Figures 6 and 7).

3.3 SECTION 2

The practice fields south of the remediated stream channel in Section 2 consist of approximately 11
acres. Elevated conductivity readings exist along the southwest corner and northern edges of the
area investigated and are interpreted to be caused by municipal solid waste (Figure 2). Decreased
conductivity values at greater effective depths indicate that the buried waste is likely shallow (Figure
4). Extraneous high conductivity and in-phase values were caused by metallic surface structures
and underground utilities.

3.4 SECTION 3

The area investigated in the open field north of the stadium consists of approximately 9 acres.
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Bowman Gray Stadium, Winston-Salem, NC
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March 6, 2015

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Elevated conductivity readings were present in the southwest half of the field. In addition, a culvert
drain pipe leading from Section 3 is draining into the remediated stream channel and shows signs
of leachate contamination. Diminishing conductivity values at increasing depths suggest the buried
waste is shallow (Figure 4).

3.5 SECTION 4

The parking lot on the eastern side of BGS across Martin Luther King Jr Drive consists of 16 acres
asphalt pavement and grassy fields. The eastern lot contains municipal solid waste, buried in
relatively shallow trenches. The waste appears to have been placed in 4 east-west oriented
trenches to a depth of between 14 and 20 feet below grade (Figure 6).
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Bowman Gray Stadium, Winston-Salem, NC
THG Geophysics, Ltd.
March 6, 2015

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4.0 CONCLUSION

The findings and conclusions in this report are stated with a reasonable degree of scientific
certainty. THG's findings and conclusions are as follows:

 The Bowman Gray Stadium and surrounding fields, located in Winston-Salem, North
Carolina is part of the Winston-Salem State University Campus with an approximately 71-
acre footprint;

 Approximately 62 acres were imaged with EM terrain conductivity methods on March 3-4,
2015;

 The field southeast of the stadium (Section 1) contains municipal solid waste to a depth of
greater than 22 ft bg;

 Section 4, the parking area east of BGS, contains municipal waste in 4 trenches to a depth
of between 14 and 20 ft bg;

 Section 2 contains shallow waste in the west and northern sides of this Section;

 Section 3 appears to have contained waste as the waste is very shallow and appears to be
a remnant of what must have been there at some point in the past; and,

 The remainder of the BGS and surrounding area is free of buried waste.

Geophysical investigations are a non-invasive method of interpreting physical properties of the shallow earth using electrical, electromagnetic, or mechanical energy. This document contains geophysical interpretations of responses to induced or real-world
phenomena. As such, the measured phenomenon may be impacted by variables not readily identified in the field that can result in a
false-positive and/or false negative interpretation. THG makes no representations or warranties as to the accuracy of the interpretations.

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March 6, 2015

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5.0 REFERENCES

Benson, R., R. A. Glaccum and M. R. Noel. (1988). Geophysical Techniques for Sensing Buried Wastes and
Waste Migration. National Water Well Association Dublin, OH, 236 pp.

Hutchinson, P.J. (2006). Geophysical Imaging Techniques as a Screening Tool. In: Proceedings of the
North American Environmental Field Conference and Exposition, January 10-12, 2006, Tampa,
Florida.

Hutchinson, P. J., and L. Barta (2000) Geophysical Applications to Solid Waste Analysis. In Sixteenth
International Conference on Solid Waste Technology and Management, December 11, 2000,
Philadelphia, PA. eds. Zandi, I., Mersky, R.L., Shieh W.K. p. 2.68–2.78. ISSN 1091-8043.

Hutchinson, P.J. and L. Barta (2005). Hi-Tech Blueprints: Electromagnetic Conductivity Mapping Can
Calculate Landfill Volume. Waste Age. v. 36(2) p. 20.

Mack, T. J. and P. E. Maus. (1986). Detection of contaminant plumes in ground water of Long Island, New
York, by electromagnetic terrain-conductivity surveys. USGS. Water-Resources Investigations. 86-
4045. 39 pp.

McNeill, J. D. (1980). Electromagnetic terrain conductivity measurement at low induction numbers. Geonics
Limited. Technical Note. TN-6. 1-15 pp.

McNeill, J. D. (1990). Use of electromagnetic methods for groundwater studies. In, Ward, S. H., ed. Pp. 191-
218. Geotechnical and Environmental Geophysics, Society of Exploration Geophysicists, Tulsa, OK.

McQuown, M. S., S. R. Becker, et al. (1991). Subsurface characterization of a landfill using integrated
geophysical techniques. Proceedings of the Fifth National Outdoor Action Conference on Aquifer
Restoration, Ground Water Monitoring and Geophysical Methods, May 13-16, 1991, Las Vegas, NV,
Water Well Journal Publishing Co.

Rumbaugh, J. O., III, J. A. Caldwell and S. T. Shaw. (1987). A geophysical ground water monitoring program
for a sanitary landfill: Implementation and preliminary analysis. In, First National outdoor Action
Conference on Aquifer Restoration, Ground Water Monitoring and Geophysical Methods. Graves, B.,
J. H. Lehr, K. Butcher, P. Alcorn, L. Ammerman, P. Williams, M. Renz and V. Shelton, ed. Pp. 623-
641. National Water Well Association, Las Vegas, Nevada.

Scaife, J. E. (1990). Using geophysical techniques in environmental site assessments. Municipal & Industrial
Water & Pollution Control. CXXVIII(4): 4-5.

Schutts, L. D. and D. G. Nichols. (1991). Surface geophysical definition of ground water contamination and
buried waste: Case studies of electrical conductivity and magnetic applications. In, Proceedings of
the Fifth National Outdoor Action Conference on Aquifer Restoration, Ground Water Monitoring and
Geophysical Methods, May 13-16, 1991. ed. Pp. 889-903. Water Well Journal Publishing Co., Las
Vegas, NV.

Stenson, R. W. (1988). Electromagnetic data acquisition techniques for landfill investigations. In,Symposium
on the Application of Geophysics to Engineering Problems. ed. Pp. 735-746. The Society of
Engineering & Mineral Exploration Geophysics, Golden, CO.
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PROJECT NO.:DRAWING NO.:SCALE:
SOURCE:
198-5793 DWG5793F1
DRAWN BY: AB
Site Location
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7
8
0
0

1
6
3
8
0
0
0

1
6
3
8
2
0
0

1
6
3
8
4
0
0

1
6
3
8
6
0
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1
6
3
8
8
0
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1
6
3
9
0
0
0

1
6
3
9
2
0
0

1
6
3
9
4
0
0

1
6
3
9
6
0
0

1
6
3
9
8
0
0

1
6
4
0
0
0
0

1
6
4
0
2
0
0
85
0
4
0
0
85
0
5
0
0
85
0
6
0
0
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0
7
0
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0
8
0
0
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0
9
0
0
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1
0
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1
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0
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1
2
0
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1
4
0
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1
5
0
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1
6
0
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1
7
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1
8
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0
85
1
9
0
0
85
2
0
0
0
85
2
1
0
0
85
2
2
0
0
85
2
3
0
0
85
2
4
0
0
85
2
5
0
0
85
2
6
0
0
85
2
7
0
0
85
2
8
0
0
DRAWING NO.:PROJECT:DESDRN CHK REV PROJ. MGR.SOURCE:SCALE:PREPARED FOR:4280 Old Willia m Penn Hwy Murrysville, Pennsylvania 15668 [phone] Fax: [phone] www.geo-image.com DWG5793F7198-57931" = 200'Figure 7 In-Phase Metals Map Effective Depth: 22 FeetPJHPJHPJH3/6/15 AB 3/6/153/6/153/6/15Geophysical survey conducted March 3-4, 2015 using GF Instruments CMD Explorer multi-dipole electromagnetic terrain conductivity meter.Real-time positioning of data using fully integrated Trimble GEO7X global positioning system set to NAD 1983 US State Plane (North Carolina) coordinate system in feet.Locations are approximate.NotesMetalMetalIn-Phase MetalsTrue North Approximate
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1
5
B
8
A
5
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1
-
C
4
E
2
-
4
2
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B
-
A
0
C
C
-
5
3
0
8
0
0
5
5
4
F
3
8
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
0.0
5.0
10.0
15.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-1
HSA
WSSU 14-1
BGS - field
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
15'
SANDY CLAY: dark red brown silty clay
WASTE: dark gray to black, pieces metal, C&D
type waste
CLAY: medium brown gray clay. water at 5'. wet
5'
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
0.0
5.0
10.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-2
HSA
WSSU 14-1
BGS - field
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
10'
SANDY CLAY: dark red brown silty clay
WASTE: dark gray, C&D type waste
CLAY: medium brown gray clay. increasedmoisture with depth
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
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T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-3
HSA
WSSU 14-1
BGS - Southwest Parking Lot
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
24'
GRAVEL: asphalt and gravel
CLAY: medium red orange clay
SANDY CLAY: medium brown clayey silt
SILTY SAND: dark brown silty sand with clay
clumps
WASTE: MSW
CLAY: medium gray clay, wet
CLAY: dark gray brown clay, wet
13'
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
0.0
5.0
10.0
15.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-4
HSA
WSSU 14-1
BGS - Southwest Parking Lot
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
19.5'
GRAVEL: asphalt and gravel
SANDY CLAY: medium brown silty clay
WASTE: MSW
CLAY: medium gray clay
SANDY CLAY: medium red brown silty clay
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-5
HSA
WSSU 14-1
BGS - Southwest Parking Lot
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
24
GRAVEL: asphalt and gravel
SANDY CLAY: medium brown gray silty clay
WASTE: MSW
CLAY: medium gray brown clay, moisture
increases with depth
SANDY CLAY: medium brown silty clay with a
few rock fragments
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-6
HSA
WSSU 14-1
BGS - East Parking Lot
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
34
CLAY AND SILT: medium red brown clayey silt
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-7
HSA
WSSU 14-1
BGS - East Parking Lot
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
34
GRAVEL: asphalt and gravel
SANDY CLAY: gray red clayey silt
WASTE: MSW
CLAY: greenish gray clay, clumpy
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-8
HSA
WSSU 14-1
BGS - East Parking Lot
Geologic Explorations
Nicholas Hayes
M. German
3/18/2015 3/18/2015
24
GRAVEL: asphalt and gravel
SANDY CLAY: medium gray clayey silt
CLAY: light red brown clay
WASTE: MSW
CLAY: medium gray clay, wet
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
0.0
5.0
10.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-9
HSA
WSSU 14-1
BGS - parking spot D56
7/8/15 7/8/15
14
CLAY AND SILT: Red brown clayey silt, dry,
some mottling.
CLAY AND SILT: Tan clayey silt with MN mottling
and slight relict texture, dry.
SANDY CLAY: Tan sandy clayey silt, dry. Relict
rock texture.
3,4,5,6; rec
24"
3,4,4,6; rec
24"
3,4,7,8; rec
24"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-10
HSA
WSSU 14-1
BGS - parking spot F-2
7/8/15 7/8/15
24
CLAY AND SILT: Orange clayey silt, dry with MN
striations, on small 1" layer sandy silt
CLAY AND SILT: brown, micaceous clayey silt,
dry, relict texture
SANDY CLAY: ligt brown micaceous clayeye
sandy silt, dry, relict texture, has a 2" layer of med
to coarse grained sand, dry
CLAY AND SILT: brown, micaceous slightly
sandy clayey silt. one 2" layer of med to coarse
grained sand, dry
CLAY AND SILT: light brown micaceous clayey
silty med-coarse sand to sandy silt, dry, relict
texture.
5,6,7,7
rec24"
4,4,5,6
rec 24"
4,4,5,5
rec 24"
4,5,6,8
rec 16"
5,5,6,8
rec 16"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
0.0
5.0
10.0
15.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-10
HSA
WSSU 14-1
BGS - parking spot C-3
7/8/15 7/8/15
19
CLAY AND SILT: brown, micaceous clayey silt,
dry
CLAY AND SILT: brown to white silty fine sand
with some layers of quartz gravel, dry
SANDY CLAY: ligt brown micaceous clayeye silt,
dry
CLAY AND SILT: gray and brown silty F-M sand
with white and brown mottles, distinct rock like
texture, dry
3,3,4,5
rec24"
3,3,4,5
rec 22"
2,3,4,5
rec 22"
3,6,7,7
rec 18"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-12
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/9/15 7/9/15
30
CLAY AND SILT: No waste. Typical micaceous
clayey silt soils.
CLAY AND SILT: No waste. Typical micaceous
clayey silt soils.
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-13
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/9/15 7/9/15
20
WASTE: waste. Darker soils, odor
WASTE: some brick, HDPE type black plastic.
Soil mix
WASTE: some metal wire and tire pieces in soil
mix
WASTE: chemical/pesticide smell
WASTE: Turned red.
CLAY AND SILT: native soil
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
0.0
5.0
10.0
15.0
20.0
25.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-14
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/9/15 7/9/15
25
WASTE: waste. Darker soils, odor
WASTE: Plastic bags, foam, concrete pieces in
soil mix
WASTE: soil with wood mix. Waste odor.
WASTE: More clayey soils with bits of waste.
Odor still present.
WASTE: sheet metal
CLAY AND SILT: native soil
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-15
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/9/15 7/9/15
40
WASTE: dark soils, some plastic. Bits of
concrrete.
WASTE: brick, concrete chips mixed with soils.
Odor.
WASTE: metal, concrete, glass, cloth. Waste soil
mix
WASTE: more MSW type waste. Paper,
cardboard, glass etc.
WASTE: less soil, more wood waste.
CLAY AND SILT: native soil
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-16
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/9/15 7/9/15
30
WASTE: dark soils, odor. Chips of C&D waste.
WASTE: more woody
CLAY AND SILT: native soil
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-17
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/10/15
21
metal and wood
WASTE: metal, wood, brick, block etc in soil mix.
CLAY: very wet grayish clay
SANDY SILT: SS. no waste
SANDY SILT: SS. very wet micaceous sandy silt.
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
0.0
5.0
10.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-18
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/10/15 7/10/15
12
WASTE: woody concrete soil mix. Plastic.
CLAY: very wet grayish clay
CLAY: no waste
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
0.0
5.0
10.0
15.0
20.0
25.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-19
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/10/15 7/10/15
26
FILL: brownish gray rocky fill
WASTE: metal wood etc in soil mix. Odor.
WASTE: metal, wood, glass, plastic, foam. Moist.
WASTE: more wet, more clay.
CLAY AND SILT: no waste, native soils.
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-20
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/10/15 7/10/15
24
FILL: fill soil/clay
WASTE: Waste. Strong odor. Plastic, paper,
isulation, foam. MSW mix with soil. Metal, paper,
and wood at 10ft.
CLAY AND SILT: native soils. No waste.
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-20
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/10/15 7/10/15
22
FILL
WASTE: fill soil/clay. Very little paper/foam mixed
with soil at 2.5 ft.
CLAY AND SILT: no waste, Relic natural soils
no waste, Relic natural soils
no waste, Relic natural soils
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
0.0
5.0
10.0
15.0
20.0
25.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-22
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/13/15 7/13/15
26
FILL: fill, 2 pieces of concrete and a piece of
rebar. Only waste that was found.
CLAY AND SILT: Orange clayey silt.
CLAY AND SILT: red clay fill
CLAY AND SILT: Relic micaceous clayey silt with
weathered quartz and Mn staining
CLAY AND SILT: Relic micaceous clayey silt with
weathered quartz and Mn staining, some quartz
sand and gravel
6,4,5,4
rec 20"
4,5,6,6
rec 16"
4,6,4,8
rec 14"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
0.0
5.0
10.0
15.0
20.0
25.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-23
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/13/15 7/13/15
26
FILL: red clayey fill, native soil at 17'.
CLAY AND SILT: native soils
CLAY AND SILT: Relic micaceous clayey silt with
weathered quartz and Mn staining
CLAY AND SILT: Relic micaceous clayey silt with
weathered quartz and Mn staining
3,4,4,5
rec 12"
3,4,5,5
rec 14"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
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T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
0.0
5.0
10.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-24
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/13/15 7/13/15
12
CLAY AND SILT: Orange micaceous clayey silt.
SANDY CLAY: wet coarse gray clayey sand to
sandy silty clay
SANDY CLAY: wet gray sandy clay and clayey
sand.
2,2,4,2
rec 14"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
0.0
5.0
10.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
B-25
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/13/15 7/13/15
11
FILL: red clayey fill.
WASTE: waste soil mix. Little odor. Metal, wood,
concrete.
WASTE: Wet wood, little soil at all. Some glas
metal.
WASTE: wet tan clay (wood colored?) doesn’t
look natural color but can go no deeper as water
is pouring from hole.
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
0.0
5.0
10.0
15.0
20.0
25.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-1
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/8/15 7/8/15
29
CLAY AND SILT: Redish orange clayey silt.
Micaceous. Dry.
CLAY AND SILT: Tan, white and orance clayey
silt. Some pink and white quartz sand and Mnstaining
CLAY AND SILT: Redish tan, orange and white
micaceous clayey silt with coarse quartz sand.
Mn staining. Relic.
CLAY AND SILT: Redish tan, orange and white
micaceous clayey silt with coarse quartz sand and
quartz gravel. Mn staining. Relic.
CLAY AND SILT: 18" of same soil; 6" of orange
moist clayey silt with Mn staining.
CLAY AND SILT: Orange clayey silt with Mn
staining. More moist.
2,3,4,6
rec24"
3,3,4,4
rec 20"
3,4,4,4
rec 24"
4,4,5,5
rec 22"
2,4,4,8
rec 24"
3,2,4,4
rec 20"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-2
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/8/15 7/8/15
31
CLAY AND SILT: Dark fill dirt with gravel mix.
CLAY AND SILT: Red orange micaceous clayey
silt.
CLAY AND SILT: Red orange micaceous clayey
silt.
CLAY AND SILT: Orange clayey sily. Mn stainig.
Some weathered quartz. Slightly damp.
CLAY AND SILT: Red, orange, white Telic. Mn
stained. Slightly moist.
CLAY AND SILT: Red, orange, white Telic. Mn
stained. Some quartz gravel. Slightly moist.
6,3,3,3
rec 4"
5,3,5,6
rec 18"
4,4,4,6
rec 16"
3,2,3,4
rec 16"
6,5,3,4
rec 14"
4,5,6,7
rec 15"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-3
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/9/15 7/9/15
36
CLAY AND SILT: Orange clayey silt with littlesand. Dry and micaceous.
CLAY AND SILT: Orange clayey silt with some
quartz sand. Dry and micaceous. Weathered
quartz and Mn staining.
CLAY AND SILT: Orange clayey silt with some
quartz sand. Dry and micaceous. Less
weathered quartz and more Mn staining.
CLAY AND SILT: Same as above. Relic. Some
quartz gravel.
CLAY AND SILT: Same as above but slightly
damp.
CLAY AND SILT: Same as above, more mica with
iron staining and some quartz gravel.
PWR: less quartz gravel. Weathered granite.
2,1,2,3
rec 15"
5,3,3,5
rec 18"
3,4,4,4
rec 16"
3,4,5,6
rec 15"
4,5,6,9
rec 16"
4,5,8,5
rec 8"
7,6,11,11
rec 10"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-4
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/13/15 7/13/15
36
CLAY AND SILT: Orange/tan/white micaceoussandy clayey silt with Mn staining.
CLAY AND SILT: Orange/tan/white micaceous
sandy clayey silt with Mn staining. Weather
quartz and quartz sand.
CLAY AND SILT: Orange/tan/ sandy clayey silt
with Mn staining. Less quartz.
CLAY AND SILT: Orange/tan/gray clayey sandy
silt with Mn staining. Weathered quartz. Relic.
CLAY AND SILT: Same except tighter with more
weathered quartz and quartz gravel.
CLAY AND SILT: No mica. Gray white orange
clayey silty sand. Relic
CLAY AND SILT: Same , but more light gray.
3,3,3,4
rec 8"
5,5,7,8
rec 21"
5,4,4,3
rec 23"
5,6,7,18
rec 6"
9,9,21,50/3
rec 16"
8,12,18,21
rec 6"
14, 50/4
rec 8"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-5
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/13/15 7/13/15
36
CLAY AND SILT: Tanish orange clayey silt.Micaceous with little Mn staining.
CLAY AND SILT: Tanish orange clayey silt.
Micaceous with little Mn staining. Weathered and
graveled quartz.
CLAY AND SILT: Same with 6" of quartz sand
and gravel.
CLAY AND SILT: Tanish orange clayey silt.
Micaceous with little Mn staining. Weathered and graveled quartz. Some quartz sand.
CLAY AND SILT: Tanish orange clayey silt.
Micaceous with little Mn staining. Weathered and
graveled quartz. Some quartz sand.
CLAY AND SILT: Tanish orange clayey silt.
Micaceous with little Mn staining. Weathered and
graveled quartz. Some quartz sand. Moist
CLAY AND SILT: Tanish orange clayey silt.
Micaceous with little Mn staining. Weathered and
graveled quartz. Some quartz sand. Moist
4,5,5,8
rec 24"
6,7,8,7
rec 18"
7,7,11,9
rec 14"
7,7,9,10
rec 14"
6,8,8,9
rec 14"
7,9,9,10
rec 14"
12,15,25,27
rec 12"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
30.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-6
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/14/15 7/14/15
31
CLAY AND SILT: gray/tan/green micaceous
clayey silt. Some sand and quartz gravel.
CLAY AND SILT: gray/tan/green micaceous
clayey silt. Some sand. Less quartz.
CLAY AND SILT: Same with les tan, more green
and weathered quartz.
CLAY AND SILT: More green and more
weathered quartz. Relic. Some coarce quartz
sand.
CLAY AND SILT: gray/tan/orange micaceous
clayey silt. More sand and more weathered
quartz. No green.
CLAY AND SILT: gray/tan/orange micaceous
clayey silt. More sand andbig chincks of quartz.
No green. Relic granite at bottom. Wet.
2,2,2,2
rec 8"
2,2,3,3
rec 13"
2,3,4,3
rec 10"
5,8,10,10
rec 12"
6,4,14,15
rec 19"
6,11,11,12
rec 12"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
25.0
0.0
5.0
10.0
15.0
20.0
25.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-7
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/14/15 7/14/15
26
CLAY AND SILT: Orange sandy silty clay some
mica and Mn staining.
CLAY AND SILT: Orange/tan white clayey silt.
Micaceous with some iron and Mn staining. 2"
layer of coarse quartz sand.
QUARTZ: Quartz rock.
CLAY AND SILT: Orange/tan white clayey silt.
Micaceous with some iron and Mn staining. More
coarse sand throughout. Moist.
CLAY AND SILT: Same, but very moist.
3,5,6,6
rec 20"
3,5,4,4
rec 12"
4,4,5,6
rec 1"
3,3,4,5
rec 23"
3,7,4,4
rec 22"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-8
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/14/15 7/14/15
20
SOIL: Fill soil and clay.
WASTE: Waste/soil mix. Tires, glass, metal,
paper, fiberglass. Strong waste odor.
CLAY AND SILT: Very wet grayish mud. Waste
odor.
CLAY AND SILT: Native micaceos clayey silty
soils.
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
10.0
15.0
20.0
0.0
5.0
10.0
15.0
20.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
LFG-9
HSA
WSSU 14-1
BGS -
Geologic Exploration
Jacob Messick
D. Misenheimer
7/15/15 7/15/15
21
SOIL: Fill soil and clay.
WASTE: Waste/soil/clay mix. Dark smelly. Some
rubber, plastic, etc. No waste visible after 12'damp at 10'.
CLAY AND SILT: Gray/green/white micaceous
clayey silt. Moist. Waste odor. Some quartz.
SAND: Relic. Gray white and green. Quartz
sand.
4,4,4,7
rec 8"
5,8,15,27
rec 16"
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-1
bucket
WSSU 14-1
BGS - Southwest Parking Lot
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
8'
GRAVEL: Top 6in asphalt and gravel
CLAY: red brown competent clay, slightly gray
and sandy with depth
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-2
bucket
WSSU 14-1
BGS - Southwest Parking Lot
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
7'
GRAVEL: Top 6in asphalt and gravel
SANDY CLAY: light orange brown compact clay
SANDY CLAY: light brown sandy clay
PWR: light orange brown, hard
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-3
bucket
WSSU 14-1
BGS - Southwest Parking Lot
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
8'
GRAVEL: Top 6in asphalt and gravel
CLAY: dark orange brown compact clay
WASTE: small waste seam, plastic
SANDY CLAY: dark gray silty clay with few rock
fragments
WASTE: MSW and water
8'
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-4
bucket
WSSU 14-1
BGS - Southwest Parking Lot
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
7.5'
GRAVEL: Top 6in asphalt and gravel
SANDY CLAY: light orange brown silty clay
WASTE: plastic and wood waste
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-5
bucket
WSSU 14-1
BGS - Behind Track
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
6'
SANDY CLAY: dark red brown silty clay
WASTE: C&D, black wood, concrete block
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0 0.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-6
bucket
WSSU 14-1
BGS - East Parking Lot
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
3.5'
GRAVEL: large stone and gravel
CLAY: red brown clay
WASTE: MSW
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-7
bucket
WSSU 14-1
BGS - East Parking Lot
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
8'
GRAVEL: Top 6in asphalt and gravel
CLAY: medium orange brown clay into light
orange brown clay
WASTE: C&D, wood and concrete block
CLAY: dark gray clay
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-8
bucket
WSSU 14-1
BGS - East Parking Lot
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
8'
GRAVEL: asphalt and gravel
CLAY: medium orange brown clay into light
orange brown clay
GRAVEL: second asphalt and gravel layer
SANDY CLAY: light orange brown, hard silty clay
WASTE: MSW
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0 0.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-9
bucket
WSSU 14-1
BGS- Field
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
4'
SANDY CLAY: dark red brown silty clay
WASTE: C&D, metal strips (seam)
CLAY: dark gray clay, water at 4'
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0 0.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-10
bucket
WSSU 14-1
BGS - Field
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
4.5'
SANDY CLAY: dark red brown silty clay
WASTE: C&D, wood, brick, cement
CLAY: dark gray clay, water at 4.5'
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-11
bucket
WSSU 14-1
BGS - Field
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
5'
SANDY CLAY: medium red brown silty clay
WASTE: C&D, wood waste with some concrete,
water at 5'
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
FIELD BOREHOLE LOG
BOREHOLE NUMBER
PROJECT NAME:
LOCATION:
DRILLING CO:
DRILLING METHOD:
FIELD PARTY:
GEOLOGIST:
DATE BEGUN: COMPLETED:
TOTAL DEPTH:
TOP OF CASING ELEV.:
Depth (ft)
Time
Date
STATIC WATER LEVEL (from ground)
DE
P
T
H
BL
O
W

C
O
U
N
T
SA
M
P
L
I
N
G

M
E
T
H
O
D
RE
C
O
V
E
R
Y
DR
I
L
L

M
E
T
H
O
D
DESCRIPTION LI
T
H
O
L
O
G
Y
WE
L
L
IN
S
T
A
L
L
A
T
I
O
N
0.0
5.0
0.0
5.0
DE
P
T
H
Smith Gardner, Inc.
14 North Boylan Avenue, Raleigh NC 27603
[phone] Page 1 of 1
GROUND ELEV.:
NORTHING:EASTING:0 0
Pe
r

6
"
Fe
e
t
In
c
h
e
s
Fe
e
t
TP-12
bucket
WSSU 14-1
BGS - Field
Piedmont Industrial
Todd Scott
M. German
3/16/15 3/16/15
6'
SANDY CLAY: medium red brown silty clay
WASTE: C&D, wood, concrete, brick, some
metal straps, water at 6'
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
1
Date:
3/18/15
Direction Photo Taken:

East
Description:

B-1

Photo No.
2 Date:
3/18/15
Direction Photo Taken:

East
Description:

B-2
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
3
Date:
3/18/15
Direction Photo Taken:

South
Description:

B-3

Photo No.
4 Date:
3/18/15
Direction Photo Taken:

North
Description:

B-4
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium Project No.
WSSU 14-1
Photo No.
5
Date:
3/18/15
Direction Photo Taken:

East
Description:

B-5

Photo No.
6 Date:
3/18/15
Direction Photo Taken:

North
Description:

B-6
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
7
Date:
3/18/15
Direction Photo Taken:

North
Description:

B-7

Photo No.
8 Date:
3/18/15
Direction Photo Taken:

North
Description:

B-8

DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
9
Date:
3-16-15

Direction Photo Taken:

Description:

Test Pit #1 at 8 feet

Photo No.
10 Date:
3-16-15

Direction Photo Taken:

Looking West
Description:

Test Pit #2
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
11
Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 3

Photo No.
12 Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 4
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
13
Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 5

Photo No.
14 Date:
3-16-15
Direction Photo Taken:
Northeast

Description:

Test Pit 6
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
15
Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 7

Photo No.
16 Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 8
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
17
Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 9

Photo No.
18 Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 10
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
PHOTOGRAPHIC LOG
Client Name:
Duncklee and Dunham
Site Location:
Bowman Gray Stadium
Project No.
WSSU 14-1
Photo No.
19
Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 11

Photo No.
20 Date:
3-16-15
Direction Photo Taken:

Description:

Test Pit 12

DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
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6
5
4
32
1
9
8
7
5
6
4
321
SDO 1
SDO 2
SDO 3
DIGGS
WILLIAMSON
FITCH
GHOLSON
Legend
CCTV Points
![SDO
![Sewer
![StormSewer System ManholesSewer System LinesCity Owned Storm Drain PipesArchCircularCity Owned Storm Drain Structures
"Á Buried/Blind Junction
"Ch Combo Inlet/Catch Basin
!!2 Manhole
"¬Pipe In
"¬Pipe Out
"CÂ Slab Inlet/Curb Inlet
0 100 20050 Feet
Bowman Gray Parking Lot CCTV Points
±
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
Bowman Gray CCTV Notes – Hanna 
(numbers correspond to points on attached map) 
Sewer Lines 
Manhole 1 to Manhole 2 
1. ~140ft, small separation, small growth at top of joint 
2. ~156ft, small separation in joint 
3. ~174ft, some joint separation 
Manhole 2 to Manhole 3 
4. 172.5ft, substantial separation at joint 
5. 201.3ft, cracked pipe 
6. ~258ft, pipe failure 
Manhole 3 to Manhole 6 
7. ~40ft, joint separation 
8. ~63ft, joint separation 
Manhole 5 to Manhole 3 
9. ~38ft to 42ft, sag in sewer line. No further CCTV due to sag. 
Manhole 5 to Manhole 4 – limited cctv due to manhole 4 being paved over and no access. 

Storm Drain Lines 
Fitch St storm drain line has debris and the pipe end is blocked. Total line length approximately 10‐15ft 
long. 
SDO1 to SDO2 
1. Joint at 110ft. Wet along top of pipe at joint. Minor cracking along inside of pipe. 
SDO2 to SDO3 
2. 152ft, good sized crack along side wall 
3. 163.5ft, substantial leak and hole in pipe. Leaking into pipe towards top of pipe down sidewall of 
pipe. Black growth and black staining down side of pipe. Active leak. 
4. 219.5ft, saturated wall, water coming into pipe. 
SDO3 to End of Pipe 
5. 106ft to 112ft, wetness along walls. 
6. 160ft, major joint separation, can see soil in separated joint. 
Note: This storm drain line is a galvanized pipe with concrete coating inside. Concrete coating has minor 
cracking along inside through most of the pipe length. 
DocuSign Envelope ID: 15B8A5E1-C4E2-426B-A0CC-530800554F38
Certificate Of Completion
Envelope Id: 15B8A5E1C4E2426BA0CC530800554F38 Status: Completed
Subject: Please DocuSign: FINAL Pre- and Post-Regulatory Landfill Limited Site Investigation April 2016.pdf
Source Envelope:
Document Pages: 190 Signatures: 6 Envelope Originator:
Certificate Pages: 4 Initials: 8 Smith Gardner, Inc.
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-05:00) Eastern Time (US & Canada)
14 N. Boylan Ave
Raleigh, NC 27603
[e-mail]
IP Address: 24.106.183.110
Record Tracking
Status: Original
April 6, 2016 | 14:42
Holder: Smith Gardner, Inc.
[e-mail]
Location: DocuSign
Signer Events Signature Timestamp
Stacey A. Smith
[e-mail]
Commissioner
Security Level: Email, Account Authentication
(None)Using IP Address: 24.106.183.110
Sent: April 6, 2016 | 14:49
Viewed: April 6, 2016 | 16:08
Signed: April 6, 2016 | 16:08
Electronic Record and Signature Disclosure:
Accepted: April 6, 2016 | 16:08
ID: b647f4ef-1458-4680-bf0c-ed59fa73adb4
Joan Smyth
[e-mail]
Security Level: Email, Account Authentication
(None)
Using IP Address: 24.106.183.110
Sent: April 6, 2016 | 16:08
Viewed: April 6, 2016 | 16:17
Signed: April 6, 2016 | 16:18
Electronic Record and Signature Disclosure:
Accepted: May 13, 2015 | 17:43
ID: 100b84f4-f457-48b3-9ed9-6baaaf82b8d5
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
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Carbon Copy Events Status Timestamp
Notary Events Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted April 6, 2016 | 16:08
Certified Delivered Security Checked April 6, 2016 | 16:17
Signing Complete Security Checked April 6, 2016 | 16:18
Completed Security Checked April 6, 2016 | 16:18
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Electronic Record and Signature Disclosure created on: 4/7/2015 7:58:24 PM
Parties agreed to: Stacey A. Smith, Joan Smyth
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