16008_Southside East_Ph III and IV Additional Assessment Work Plan_Signed_20230329

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MICHAEL SCOTT
Director
NORTH CAROLINA
Environmental Quality
ATTACHMENT I
DEQ Brownfields Redevelopment Section
Assessment Work Plan Approval Signature Page
To be completed by Development Team and returned to DEQ Brownfields,for review & signature.
Brownfields Project Name: Southside East Brownfields Property
Brownfields Project Number: 16008-12-032
Work Plan Title: Additional Brownfields Assessment Work Plan — Southside Revitalization Phases III and
IV
Date: January 24, 2023/Revised March 17, 2023
Revision Number: R1
Be advised that this approval from DEQ Brownfields does not waive any applicable requirement to
obtain any necessary permits, licenses, or certifications for the above listed activities nor does it waive
any requirement to comply with applicable law for such activities.
Prospective Developer (PD): McCormack Baron Salazar Development, Inc:
Contact Person: Darryl Vandever
Phone Numbers: Office: 314-335-2916 Mobile: [phone]
Email: [e-mail]
Property Owner (if different from above): City of Durham
Contact Person: Richard Valzonis
Phone Numbers: Office: 919-560-4570, ext 2226 Mobile: NA
Email: [e-mail]
Environmental Consultant: Hart & Hickman, PC
Contact Person: Matt Ingalls — Sr. PM
Phone Numbers: Office: 704-887-4617 Mobile: [phone]
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Printed Name/Title/Company: John Reuscher, PG and RSM
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Brownfields Project Manager: Tyler Pearson
Phone Numbers: Office: 336-776-9741 Mobile: [phone]
Email: [e-mail]
Sig„ natin—e:
Brownfields Project Manager: Tyler Pearson
Date 3/29/2023
North Carolina Department of Environmental Quality I Division of Waste Management
D. E rf 217 West Jones Street 1 1646 Mall Service Center I Ralelgh, North Carolina 27699-1646
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Additional Brownfields Assessment
Work Plan
Southside Revitalization
Phases III and IV
Brownfields Project ID: 16008-12-032
E. Piedmont Ave. and S. Roxboro St.
Durham, North Carolina
January 24, 2023
(Revised March 17, 2023)
H&H Job No. MBS-003
hart � hickman
SMARTER ENVIRONMENTAL SOLUTIONS
#C-1269 Engineering
#C-245 Geology
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Additional Brownfields Assessment Work Plan
Southside Revitalization — Phases III and IV
E. Piedmont Avenue and S. Roxboro Street
Durham, North Carolina
H&H Job No. MBS-003
Table of Contents
Section Pate No.
1.0 Introduction............................................................................................................................ 1
2.0 Background Information....................................................................................................... 4
3.0 Additional Brownfields Assessment Scope of Work........................................................... 6
3.1 Utility Clearance................................................................................................................... 6
3.2 Soil Sampling Activities....................................................................................................... 6
3.3 Groundwater Sampling Activities........................................................................................ 8
3.4 Soil and Methane/Landfill Gas Sampling Activities..........................................................
11
3.5 Quality Assurance/Quality Control....................................................................................
15
3.6 Boring Abandonment and Investigation Derived Waste ....................................................
16
4.0 Reporting..............................................................................................................................17
Table
Table 1 Proposed Sample Summary
List of Figures
Figure 1 Site Location Map
Figure 2 Proposed Sample Location Map
Appendices
Appendix A Previous Data Tables and Figures
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Contact Information
Developer
Darryl Vandever, Vice President Planning and Design, McCormack Baron Salazar Development,
Inc. (MBSDI), p 314-335-2916, [e-mail]
Consultant
Matt Ingalls, Sr. Project Manager, Hart & Hickman, PC, p 704-887-4617,
min ag lls(&harthickman.com
Project Manager
Tyler Pearson, Brownfields Project Manager,
North Carolina Department of Environmental Quality (DEQ),
Office: (336)-776-9741 1 Cell: (336)-528-0027
[e-mail]
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Additional Brownfields Assessment Work Plan
Southside Revitalization — Phases III and IV
E. Piedmont Avenue and S. Roxboro Street
Durham, North Carolina
H&H Job No. MBS-003
1.0 Introduction
On behalf of McCormack Baron Salazar Development, Inc. (MBSDI) and the City of Durham
(Prospective Developer or PD), Hart & Hickman, PC (H&H) has prepared this Additional
Brownfields Assessment Work Plan (Work Plan) to conduct additional Brownfields assessment
activities on property located west of the intersection of E. Piedmont Avenue and S. Roxboro
Street in Durham, Durham County, North Carolina (Site or subject Site).
The Site consists of two parcels of land (Parcel Identification Numbers 220486 and 220487)
divided by Memphis Street that total approximately 5.0 acres. The Site was previously
developed with residential structures dating back to at least the early 1910s and is part of the
larger 19.325-acre Southside East Brownfields Property (Brownfields Project Number 16008-12-
032). The Site portion of the Southside East Brownfields Property is currently vacant land that
was graded for future redevelopment activities as Southside Revitalization - Phases III and IV
between 2016/2017. The Site was included as part of an Environmental Management Plan
(EMP) approved by DEQ in April 2016 that also includes the remainder and off -Site portion of
the Southside East Brownfields Property was redeveloped for residential use between 2016 and
2018 under Phase I and II redevelopment activities. A Site location map is included as Figure 1.
The Site was historically used for primarily residential purposes from at least the early 1910s
until all residential structures were removed from the Site in the 1970s. Additional residential
structures appear to have been constructed in the northern portion of the Site in the 1980s/1990s
that were removed from the Site in the 2000s. In the 2010s, the Site appears to have been used to
stockpile soil during construction of the residential structures north of the Site as part of the
Southside East Brownfields Property Phase I and II redevelopment activities. The Site has
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remained vacant land until the present. A Site map with proposed building footprints is included
as Figure 2.
The Site obtained a Notice of Brownfields Property and entered into a Brownfields Agreement
with the North Carolina Department of Environmental Quality (DEQ) Brownfields Program on
December 1, 2016 (Brownfields Project No. 16008-12-032) at which time Phases I and II located
in the northern and central portions of the Southside East Brownfields Property were developed.
Phases III and IV of the Brownfields property were left vacant. We understand that the PD
plans to develop twelve (12) multi -family residential structures on the Phase III and IV portions
of the Southside East Brownfields Property in 2023/2024 (see Figure 2). The residential
structures will be "for lease" and will not be owned by individual residents, and include the
following two and three-story structures:
• Southside Revitalization — Phase III — will consist of construction of six (6) residential
buildings (65,213 square ft total) comprised of 56 residential units. The
• Southside Revitalization — Phase IV — will consist of construction of six (6) residential
buildings (49,880 square ft total) comprised of 44 residential units.
On January 5, 2023, DEQ Brownfields project manager Ms. Sarah Hardison Young, responded
via email requesting additional sampling at the Site in the planned development area (Phases III
and IV). The purpose of the additional Brownfields assessment is to supplement previous data
relative to the proposed development plans (see Figure 2).
Data Gaps and Assessment Data Use
Based on our review of data provided in previous reports prepared for the Southside East
Brownfields Property and proposed development plans, DEQ has requested conducting the
following:
1) collecting additional soil and groundwater sampling to supplement the previous data
collected during initial Brownfields activities for characterization purposes, and
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2) collecting soil gas and methane samples to assess the potential for soil vapor migration
into the future residential buildings.
The assessment data is for use by the DEQ Brownfields Program and is not intended for use by
other DEQ Programs (i.e., UST Section or other DEQ sections of the Inactive Hazardous Sites
Branch [IHSB]).
The proposed scope of work for these additional Brownfields assessment activities is presented
in Section 3.0.
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2.0 Background Information
H&H recently completed Phase I Environmental Site Assessment (ESA) activities at the Site .
H&H also evaluated environmental data collected during previous assessment of the entire
Southside East Brownfields Property by AECOM in 2011/2012. A summary of recognized
environmental conditions (RECs) on the subject Site portion of the Southside East Brownfields
Property is provided below.
Undocumented Fill and Impacted Soil
Approximately 15,260 cubic yards (CYs) of impacted soil are buried on the northeastern portion
of the Southside East Brownfields Property with burial occurring between the 1950s and 1970s
(AECOM 2012). Impacted soil reportedly consists of polynuclear aromatic hydrocarbons
(PAHs), and Resource Conservation and Recovery Act (RCRA) metals. Asbestos was also
detected in trace amounts in a soil sample collected from a test pit (TP-33) advanced in the
northeastern portion of the Site.
An Environmental Management Plan (EMP) was prepared for Southside East Brownfields
Property that included the subject Site (AECOM 2012). The EMP was approved by the North
Carolina Department of Environmental Quality (DEQ) in April 2016 with the understanding that
an updated EMP would be generated prior to development of Phases III and IV. Exhibit 2 of the
EMP depicts the location of buried "geotechnical fill" material (generated during excavation of
contaminated soil and debris in the ravine in approximately 2014) that was used as geotechnical
backfill along the eastern and southeastern Site boundaries to a depth of 8 ft below the ground
surface. Soil sample data depicted on the survey plat identifies PAH and lead impacts at
concentrations above current DEQ residential Preliminary Soil Remediation Goals (PSRGs), and
arsenic detections at concentrations above residential PSRGs but at concentrations consistent
with published naturally occurring background levels. Barium, chromium, and lead analyzed by
Toxicity Characteristic Leaching Procedure (TCLP) were below the maximum concentration of
contaminants for toxicity characteristic regulatory levels.
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The EMP and the land use restrictions (LURs) included in the Brownfields Agreement include
specific requirements for management and/or future disturbance of backfill soils present in the
eastern and southeastern portions of the Site. Therefore, H&H considers the detection of PAH
and lead in geotechnical backfill soil placed in the eastern and southeastern portions of the Site at
concentrations above current residential PSRGs to be a Controlled REC (CREC) in the Phase I
ESA report and will conduct further assessment to evaluate the backfill area during this
additional Brownfields assessment.
Groundwater Impacts
Benzene was detected at a concentration of 1.3 micrograms per liter (µg/L) (above the 2L
Standard of 1.0 µg/L) in a groundwater sample collected on December 1, 2011, from temporary
monitoring well TW-3 advanced in the northeastern portion of the Site (Phase III). The
groundwater flow direction was determined to be in a west, northwest, and northerly direction at
the Site.
The Southside East Development (including the subject Site Phases III and IV) entered into a
Brownfields Agreement with the DEQ Brownfields Program in 2016. The Brownfields
Agreement includes a restriction of groundwater use at the Site. Therefore, H&H considers the
detection of benzene at a concentration above the 2L Standard in a groundwater sample collected
from temporary monitoring well TW-3 advanced in the northeastern portion of the Site (Phase
III) to be a CREC in the Phase I ESA report. Although a LUR restriction exists for the Site,
H&H proposes to conduct additional sampling to further assess groundwater at the Site.
Environmental reports with analytical data tables and figures from previous assessment activities
are included in Appendix A. The scope of work to conduct additional Brownfields assessment
activities at the Site is provided below in Section 3.0.
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3.0 Additional Brownfields Assessment Scope of Work
The proposed additional Brownfields assessment activities include soil sampling, groundwater
sampling, soil gas sampling, and reporting activities associated with Phases III and IV of the
Southside East Development. The additional Brownfields assessment activities will be
performed in accordance with DEQ's IHSB Guidelines for Assessment and Cleanup (Guidelines)
dated July 2021 and the most recent version of the U.S. Environmental Protection Agency (EPA)
Region IV Laboratory Services and Applied Science Divisions (LSASD) Field Branches Quality
System and Technical Procedures guidance. Our proposed scope of work is presented in the
following sections.
3.1 Utility Clearance
Prior to conducting additional assessment activities, H&H will contact North Carolina One -Call,
the public utility locator to mark subsurface utilities located on the Site. H&H will also hire a
private utility locator to screen proposed boring locations for subgrade utilities that may not be
marked by the public locator. In addition, prior to boring advancement, a hand auger will be
advanced to a depth of approximately five feet below the ground surface (ft bgs) at each
proposed boring location to clear the boring of potential subsurface utilities (unless conditions
indicate that further advancement with a hand auger is warranted). Due to potential buried
debris, if a minimum 5-ft depth cannot be reached via hand auger, soft -digging or other methods
may be explored to screen for potential utilities prior to drilling.
3.2 Soil Sampling Activities
The objective of the proposed soil sampling is to evaluate for potential impacts and to assist in
soil management during planned redevelopment in accordance with typical Brownfields Program
expectations. H&H proposes to advance up to fifteen (15) soil borings to assess the potential for
impacts associated with historical Site operations. Specifically, soil borings will be sampled at
the following locations for risk characterization purposes:
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• Soil boing SB-1 will be advanced in the northeastern portion of the Site at a location
adjacent to a former debris area.
• Soil borings SB-2 to SB-6 will be advanced in the eastern portion of the Site within the
area where geotechnical fill soil generated during redevelopment of the Southside East
Development Phases I and II was placed with DEQ approval.
• Soil boing SB-7 will be advanced in the southeastern portion of the Site near the former
Test Pit -I I location.
• Soil borings SB-8 and SB-9 will be advanced in the eastern portion of the Site from a
non -fill area.
• SB-10 and SB-11 will be advanced in the central portion of the Site from anon -fill area.
• SB-12 and SB-13 will be advanced in the western portion Site near former Test Pits 14
and 10, respectively.
• SB-14 and SB-15 will be advanced in the central portion of the Site from a non -fill area.
• Three soil borings, ASB-1 to ASB-3, will be advanced around Test Pit-33 located in the
northeastern portion of the Site where asbestos was detected at trace concentrations (<
0.5%).
Please see Figure 2 and Table 1 for additional information regarding proposed soil
boring/samples and their locations.
The North Carolina -licensed drilling contractor will utilize a decontaminated stainless steel hand
auger to clear the boring of subsurface utilities prior to transitioning to a direct -push technology
(DPT) rig for advancement of soil borings to a depth of approximately 10 ft bgs unless results of
field screening indicate a deeper boring is needed to further evaluate soil conditions (i.e., if
significant contamination/free product/waste material encountered at the deepest depth interval).
During boring advancement, continuous soil samples will be collected from the soil borings and
will be screened in the field for the presence of odors, staining, and volatile organic vapors using
a calibrated photoionization detector (PID). At each sample interval, two discreet soil samples
will be collected, one for field screening and the other for lab analysis provided that sample
interval is selected to submit to the lab. Based on the results of field screening and visual
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observations, H&H will collect one soil sample at each soil boring from the depth interval
exhibiting the highest likelihood for potential impacts (except as noted below). If obvious
evidence of impact is not identified during field screening activities, H&H will collect the soil
samples from borings at depths depicted on Table 1 to evaluate soils in their respective areas.
Soil samples in the area of the geotechnical fill (SB-4 through SB-6), in the southeastern portion
of the Site (SB-7) and in the central portion of the Site (SB-14 and SB-15) will be collected from
a shallow interval 1-3 ft bgs and from a deeper depth interval 4-6 ft bgs for characterization
purposes.
Soil samples selected for laboratory analysis will be collected directly into laboratory -supplied
glassware, labeled with the sample identification, date, and requested analyses, and placed in a
laboratory -supplied cooler with ice. The samples will be submitted to a North Carolina certified
laboratory under standard chain -of -custody protocols for analysis of volatile organic compounds
(VOCs) by EPA Method 8260, semi-VOCs (SVOCs) by EPA Method 8270, Resource
Conservation and Recovery Act (RCRA) metals by EPA Methods 6020/7471, and hexavalent
chromium by EPA Method 7199 (see Table 1).
Upon completion of sampling activities, the borings will be abandoned to the ground surface
using hydrated bentonite and the surfaces will be repaired similar to pre -drilling conditions.
Sample locations will be estimated using a hand-held global positioning system (GPS) unit.
3.3 Groundwater Sampling Activities
H&H proposes the installation of four (4) permanent groundwater monitoring wells (MW-1 to
MW-4) at the Site as noted in Table 1. Permanent monitoring wells will be installed to assess
groundwater in Phases III and IV of the Southside East Development. Specifically, monitoring
wells will be installed and sampled at the following locations:
• Monitoring well MW-1 will be installed in the northeastern portion of the Site at a
location near the former ravine debris area.
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• Monitoring well MW-2 will be installed in the southeastern portion of the Site at a
location near the former imported fil soil area.
• Monitoring well MW-3 will be installed in central portion of the Site in an area of non -
fill.
• Monitoring well MW-4 will be installed in the western portion of the Site in the vicinity
of former Test Pits 10 and 14/shallow debris areas.
Please see Figure 2 and Table 1 for additional information regarding the proposed monitoring
well locations.
Due to presence of buried concrete debris at the Site, the wells will be installed by a DPT rig
capable of air -rotary drilling methods. During boring advancement, H&H will record soil
lithology and field screen for the presence of petroleum odors, staining, and/or organic vapors
using a calibrated PID. If obvious evidence of impact (i.e., odors, staining, and volatile organic
vapors using a calibrated PID) or evidence of significant contamination/free product/waste
material is observed while field screening of soil during advancement of the groundwater
monitoring borings, a soil sample from that boring will be collected and submitted for laboratory
analysis as described above in Section 3.2.
Based on historical groundwater data for the Site, groundwater in the northeast flows onto the
northeastern portion of the Site from Phases I and 11 of the Southside East Development, and
then flows off -site in a northeasterly direction. Groundwater in the southeastern and western
portions of the Site flows in a southeasterly and a westerly direction, respectively.
H&H estimates groundwater in the monitoring wells will be encountered at depths between
approximately 18 ft and 20 ft bgs. Therefore, the monitoring wells will be advanced to a depth
of approximately 25 ft bgs (Table 1). The monitoring wells will be constructed using a 2-inch
diameter PVC riser with a 10-ft section of pre -packed PVC screen set to bracket the water table.
A filter sand pack will then be installed to a depth approximately two ft above the well screen,
and a bentonite seal will be installed above the filter sand pack. The monitoring wells will be
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capped with a lockable pressurized well cap (and lock) and installed within a flush -mounted steel
protective well cover (secured with bolts) with a well tag completed by the NC -licensed well
driller. The protective well cover will be encased in a 2 ft x 2ft concrete well pad. Once the
monitoring wells are installed, the wells will be allowed to equilibrate to static conditions, and a
decontaminated electronic water level indicator will be used to measure the depth to the water
table relative to the ground surface and tops of well casings in each well.
Once constructed, H&H will develop and then sample the monitoring well after allowing the
monitoring well to equilibrate for 24 hours. The monitoring wells will be developed by
removing a minimum of three well volumes using a peristaltic pump or a bailer. Once three well
volumes have been removed, the wells will be purged utilizing low flow/low stress purging
techniques using a peristaltic pump or bladder pump and dedicated polyethylene tubing. The
intake point of the pump tubing will be placed in the approximate mid -portion of the screened
interval of the well, and groundwater will be removed at a rate no greater than 200 milliliters per
minute. H&H will utilize a calibrated water quality meter to collect measurements of pH,
temperature, dissolved oxygen, oxidation reduction potential, turbidity, and specific conductivity
at three to five-minute intervals during the purging process. Purging will be considered complete
when the field parameters of temperature, pH (± 0.1 Standard Units [SU]), specific conductivity
(varies no more than 5%), and oxidation reduction potential (ORP) stabilize, and turbidity is less
than 10 nephelometric turbidity units (NTU), if practical.
After development, groundwater samples will be collected using low -flow sampling techniques
and "soda straw" sampling method for VOCs. Following sample collection, samples will be
submitted to a North Carolina certified laboratory under standard chain -of -custody protocols for
analysis of VOCs by EPA Method 8260, SVOCs by EPA Method 8270, and RCRA metals by
EPA Methods 6020/7470 (See Table 1). The RCRA metals include arsenic, barium, cadmium,
chromium, lead, mercury, selenium, and silver. The monitoring well locations will be estimated
(horizontal and vertical elevations) using a sub -meter GPS unit. In addition, the top of casing
elevations of the wells will be determined using survey methods to the nearest 0.01 ft.
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According to DEQ regulations, permits are required to construct any monitoring well or
monitoring well system to assess hydrogeologic conditions on property not owned by the well
owner. Because the property is owned by the PD, a permit will not be required prior to
installation of the proposed monitoring wells.
3.4 Soil and Methane/Landfill Gas Sampling Activities
Soil Gas
To evaluate the potential for vapor intrusion associated with future Site buildings, H&H proposes
to install and sample twelve (12) soil gas monitoring points (SGV-1 through SGV-12).
Specifically, the soil gas monitoring points will be installed within the footprint of each of the
twelve proposed residential buildings at the following locations:
• Soil gas vapor monitoring points SGV-1 and SGV-2 will be installed in the northeastern
portion of the Site near former ravine debris area.
• Soil gas vapor monitoring points SGV-3 and SGV-4 will be installed in the eastern
portion of the Site.
• Soil gas vapor monitoring point SGV-5 will be installed in southeastern portion of the
Site near a former shallow debris area.
• Soil gas vapor monitoring points SGV-6, SGV-7, and SGV-8 will be installed in the
south-central portion of the Site.
• Soil gas vapor monitoring points SGV-9 and SGV-10 will be installed in the western
portion of the Site near former shallow debris areas.
• Soil gas monitoring points SGV-11 and SGV-12 will be installed in the north -central
portion of the Site.
Please see Figure 2 and Table 1 for additional information regarding the proposed soil gas
monitoring point locations.
The soil gas monitoring points will be installed to estimated depths of approximately 5.5 ft bgs
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and above the water table and/or no shallower than five ft bgs. Based on the installation of
previous vapor monitoring points at the Site in 2019, H&H anticipates encountering brick or
concrete near the surface to a depth of approximately two ft bgs. Therefore, the soil gas
monitoring point borings will be advanced at each proposed location initially using a
decontaminated stainless -steel hand auger until auger refusal to attempt to clear the boring of
potential subsurface utilities, and then by air rotary drilling methods to penetrate the concrete
layer. After advancement through the concrete layer, the borings will be further advanced by
DPT, auger rig, or hand auger to the final depth of soil gas point (5.5 ft bgs). If the concrete
extends to a depth of 5.5 ft bgs (or greater), H&H will attempt to reinstall the soil gas monitoring
point at another nearby location.
An approximate six-inch stainless steel vapor implant screen attached to Teflon® sample tubing
will then be placed at the base of the borehole. Annular space around the vapor implant screen
will be filled with filter sand to approximately six -inches above the vapor implant screened
interval. Following installation of the sand, hydrated bentonite will be installed in the boring
from the top of the sand to near the ground surface. Soil gas monitoring points will be allowed
to equilibrate for a minimum of 24 hrs after installation and prior to soil gas sample collection.
The soil gas samples will be collected utilizing a laboratory supplied batch certified stainless -
steel Summa® canister (1-liter or 3-liter canisters depending on laboratory availability)
connected to an air -flow regulator calibrated by the laboratory to collect the soil gas sample at a
rate of approximately 100 milliliters per minute. Prior to sample collection, a "shut-in" test will
be conducted on the sampling train and helium leak checks will be conducted at each sampling
point. The purpose of the shut-in test and helium leak check is to ensure short circuiting with
ambient air does not occur during sampling. A description of the shut-in test and helium leak
testing procedures is provided below.
The shut-in test will be conducted by connecting the flow regulator with the vacuum gauge to the
Summa® canister and sealing the flow regulator with the laboratory provided brass cap. Once
the sampling train is "closed," the sample valve on the Summa® canister will be opened and the
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reading on the vacuum gauge will be recorded. The Summa® canister sample valve will then be
closed, and the vacuum gauge will be observed to ensure no vacuum loss occurs. If the vacuum
reading remains the same, the shut-in test will be considered successful. If vacuum loss occurs,
the flow regulator and/or brass cap will be repeated, and the shut-in test will be repeated until the
vacuum reading remains stable.
Following the shut-in test, the Summa® canister will be connected to the sample point via
Teflon® sample tubing using a brass nut and ferrule assembly to create an airtight seal and the
leak check will be performed. The leak check will be performed by constructing a shroud over
the entire sampling train (including the Suma cannister) and flooding the shroud with helium gas.
A calibrated helium gas detector will be utilized to measure helium concentrations within the
shroud. Once helium concentrations stabilize within the shroud, the sample tubing will be
purged outside of the shroud using a syringe and a three-way valve to collect purged soil gas into
a Tedlar® bag. At least three volumes will be purged prior to final screening of the purged air
for helium. The purged soil gas will then be analyzed using the helium gas detector to ensure
that helium concentrations in the soil gas point are less than 10% of the helium concentrations
measured within the shroud.
Following a successful leak check, the intake valve on the Summa® canister will be fully opened
to begin collection of the soil gas sample. Vacuum readings on the Summa® canister will be
recorded prior to and following the sampling period to ensure adequate sample volume was
collected. A vacuum of approximately five inches of mercury or more will be maintained within
the canisters at the conclusion of the sampling event in accordance with DEQ guidance. Please
note that if canisters have lost greater than 10% of the vacuum that they left the lab with, they
will not be used, and a replacement canister will be obtained from the lab.
Upon completion of sample collection, the air flow regulator will be removed from the Summa
canister and the samples will be submitted to the laboratory under standard chain of custody
protocols for analysis of full list VOCs by EPA Method TO-15 (See Table 1). Upon receipt of
the samples, the laboratory will record the final received vacuum pressure for each Summa
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canister. After sampling is complete, the sample locations will be estimated using a hand-held
GPS unit or by measuring from known benchmarks within the buildings (e.g., doors, windows,
exterior walls, etc.), and the sample locations will be abandoned with surfaces repaired similar to
pre -drilling conditions.
Methane/Landfill Gas
In addition to the soil gas sampling activities described above, methane measurements will be
collected in all soil gas sampling points. Methane and landfill gas measurements will be
collected in general accordance with the Los Angeles Department of Building Safety (LADBS)
Site Testing Standards for Methane dated January 2014, and the DEQ Brownfields Program
Methane Assessment Protocols dated December 2020.
The sample tubing for each soil gas sampling point will be capped using an airtight petcock
valve immediately following installation to allow subsurface conditions to equilibrate for 24
hours. After allowing for subsurface equilibration, H&H will collect both static and differential
pressure readings from each monitoring point. The pressure readings will be collected using a
Landtec Gem 50009 and will be collected prior to performing helium leak checks. In addition to
the soil gas sampling activities described above, methane measurements will be collected from
the each of the soil gas sampling point.
Following collection of the pressure readings, leaks checks (as described above) will be
completed at each of the sampling points. Following subsurface equilibration and successful
leak checks, a Landtec Gem 5000v or equivalent device will be connected to the sample tubing
and field measurements of oxygen, carbon dioxide, carbon monoxide, hydrogen sulfide, and
methane (percent by volume and percent lower explosive limit) will be collected and recorded by
sampling personnel. After completion of the first round of measurements, soil gas samples will
be collected for laboratory analysis using the methods described above. Following collection of
the soil gas samples, H&H will cap the points with an airtight valve for a minimum of 24-hours
prior to collection of a second round of subsurface landfill gas measurements.
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Following a minimum of 24-hours, H&H will collect one additional oxygen, carbon dioxide,
carbon monoxide, hydrogen sulfide, and methane, and pressure measurement from each of the
seven sample points. The pressure measurements will be taken before the methane
concentrations are collected. To the extent possible, H&H will collect the second round of
measurements at a varying time of the day from the time at which the first sample was collected
(i.e., day one measurements will be collected in the morning and day two measurements will be
collected in the afternoon). A total of two pressure and gas measurements will be collected from
each of the seven sample points.
3.5 Quality Assurance/Quality Control
Non -dedicated equipment and tools will be decontaminated prior to use at each boring or
sampling location or following exposure to soil or groundwater. The following samples will be
collected for quality assurance/quality control (QA/QC) purposes:
• One duplicate soil and groundwater sample will be collected and analyzed for the same
parameters as the parent samples;
• One trip blank (TB-1) will accompany soil and groundwater samples during the field
activities as well as during sample shipment. The trip blank will be analyzed for VOCs
by EPA Method 8260; and
• One duplicate soil gas sample will be collected using a laboratory supplied T-fitting
which allows for collection of two samples from one sampling point simultaneously. The
duplicate soil gas sample will be submitted for analysis of VOCs by EPA Method TO-15.
Laboratory QA/QC procedures will be employed to ensure appropriate sample handling and
analysis and to aid in the review and validation of the analytical data. QA/QC procedures will be
conducted in accordance with the method protocols and will include regular equipment
maintenance, equipment calibration, and adherence to specific sample custody and data
management procedures. Samples will be analyzed in conjunction with appropriate blanks,
laboratory duplicates, continuing calibration standards, surrogate standards, and matrix spiking
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standards in accordance with approved methodologies to monitor both instrument and analyst
performance. Laboratory reporting limits for each analyte will be at or below appropriate
screening criteria, where possible. Additionally, H&H will request that the laboratory include
estimated concentrations for compounds that are detected at levels above the laboratory method
detection limit, but below the laboratory reporting limit (J flags). H&H will ensure that
sufficient sample volume is collected for laboratory Matrix Spike/Matrix Spike Duplicate
(MS/MSD) analyses.
The laboratory analytical data report and QA package for each group of samples submitted to
and analyzed by the subcontracted laboratory will be provided in an appendix to the final report.
Laboratory QA data consistent with Level II documentation will be provided for this project. A
copy of the completed chain of custody record and shipping receipt will be appended to the
corresponding laboratory analytical report included with the final report.
3.6 Boring Abandonment and Investigation Derived Waste
The soil gas monitoring points will be left in place in the event that additional sampling is
required but will be properly abandoned prior to Site grading and building construction. Prior to
redevelopment, H&H will direct the drilling contractor to abandon the permanent monitoring
wells with bentonite and/or grout in accordance with DEQ requirements. Investigation derived
waste (IDW) generated during the proposed assessment activities will be managed in general
accordance with DEQ IHSB Guidelines and MBS waste disposal requirements. IDW soil and
groundwater generated during the assessment activities will be containerized in labeled 55-gallon
drums and staged on -Site pending analytical results of a composite IDW sample (including
analysis of asbestos). Based on laboratory analytical results of IDW samples, the drums will be
transported off -Site for disposal.
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4.0 Reporting
Upon completion of the field activities and receipt of the analytical data, H&H will prepare a
report which describes the methods and results of the additional Brownfields assessment
activities. The report (once finalized) will be submitted to DEQ Brownfields for review and
approval. Data collected during the Brownfields assessment activities will also be incorporated
into a revised EMP. The report will include a description of the sampling activities, a figure
depicting sample locations, soil boring logs including well and soil gas point construction
diagrams, groundwater sampling logs, a groundwater potentiometric surface map, well
construction and abandonment records, laboratory analytical data tables, field notes, a discussion
of the data in comparison to regulatory screening levels, and conclusions and recommendations
concerning our activities. For the soil gas sampling results, H&H will use the most recent
version of the DEQ risk calculator to further evaluate potential risks based on the data, if needed.
14
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Table

Table 1
Proposed Sample Summary
Southside East Brownfields Site - Phases III and IV
E. Piedmont Avenue and S. Roxboro Street
Durham, North Carolina
BF #16008-12-032
H&H Job No. MBS-003
VOCs by EPA
Method TO-15 and
VOCs by EPA
Methane
SVOCs by EPA
RCRA Metals by EPA
Hexavalent Chromium
Sample Media
Sample ID
Sample Objective
Area of Concern and Location
Number of Samples
Proposed Sample Depths (ft)
Method 8260
Screening
Method 8270
Methods 6020/7470
by EPA Method 7199
Asbestos in Soil
Duplicate Sample ('I
MW-1
Northeastern Portion of the Site - Near Former Debris
2
Screen Interval
X
X
X
X
Area
15-25 ft bgs
MW-2
Southeastern Portion of the Site
1
Screen Interval
X
X
X
Groundwater
Groundwater Characterization
15-25 ft bgs
for Worker Protection
MW-3
Central Portion of the Site
1
Screen Interval
X
X
X
15-25 ft bgs
MW-4
Western Portion of the Site
1
Screen Interval
X
X
X
15-25 ft bgs
SB-1
Northeastern Portion of the Site - Near Former Test
2
1-3 ft bgs, or highest field screening
X
X
X
X
X
X
Pit-33 Location/Debris Area
SB-2 to SB-6
Eastern Portion of the Site - Fill Soi
10
1-3 ft bgs and 4-6 ft bgs
X
X
X
X
X (1-3 ft bgs only)
SB-7
Southeastern Portion of the Site - Near Former Test
2
1-3 ft bgs and 4-6 ft bgs, or highest
X
X
X
X
Pit-11 Location/Debris Area
field screening
SB-8 and SB-9
Eastern Portion of the Site - Non -Fill Soil
2
2-4 ft bgs, or highest field screening
X
X
X
X
Soil Characterization for Worker
Protection
Soil
SB-10 and SB-11
Central Portion of the Site - Non -Fill Soil
2
0-2 ft bgs, or highest field screening
X
X
X
X
SB-12 and SB-13
Western Portion of the Site - Near Former Test
2
0-2 ft bgs, or highest field screening
X
X
X
X
Pits/Debris Areas
SB-14 and SB-15
Central Portion of the Site - Non -Fill Soil
4
1-3 ft bgs and 4-6 ft bgs, or highest
X
X
X
X
field screening
Soil Characterization (for
Northeastern Portion of the Site - In Area of Former
ASB-1 to ASB-3
Asbestos) for Worker Protection
Test Pit 33/Debris Area Where Trace Asbestos was
3
0-2 ft bgs
X
detected in Soil
SGV-1 and SGV-2
Below Building Pads in the Northeastern Portion of
3
X
X
the Site -Near Former Debris Area"
SGV-3 and SGV-4
Below Building Pads in the Eastern Portion of the
2
X
Site*
SGV-5
Below Building Pad in the Southeastern Portion of the
1
X
Evaluation of Vapor for Worker
Site - Near Former Debris Area*
Soil Gas for VOCs and
Protection and VIMS for Future
Screen Depth
Methane Screening
SGV- 6 to SGV-8
Occupants
Below Building Pads in the Central Portion of the Site
3
6 ft bgs
X
SGV-9 and SGV-10
Below Building Pads in the Western Portion of the
2
X
Site - Near Former Debris Area*
SGV-11 and SGV-12
Below Building Pads in the Central Portion of the Site
2
X
Laboratory -Supplied Water
TB-1
QA/QC
Trip Blank
1
X
Notes:
1) The duplicate samples will be analyzed for the same compounds as the parent sample.
* = Sample Point to Include Methane Screening
VOCs = Volatile Organic Compounds; SVOCs = Semi-VOCs; QA/QC = quality assurance/quality control
RCRA = Resource Conservation and Recovery Act; EPA = U.S. Environmental Protection Agency
SB = soil boring; MW = monitoring well; SGV = soil gas vapor; TB = trip blank ft bgs = feet below the ground surface
Table 1 (Page 1 of 1)
ht4,s:I/harihick.sharepdnt.c.nd.!t s/Maste Files-l/Shared DacumenWAAA-Master ProjecislMcDcrmack Baran Salazar (MBSyMSS-003 Soudiside East III and IV/Task-002 BFs AssessmentNVa PIa 7&le/Wa Plan Sample Table Hart &Hickman, PC
3/16/2023

Figures

� ZY 1.:'
OF
APPROXIMATE
N 0 2000 4000
SCALE IN FEET
U.S.G.S. QUADRANGLE MAP
SOUTHWEST DURHAM, NORTH CAROLINA (2002)
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)

TP-2 \ P-32 OTP-5 LEGEND
1L TEMPORARY WELL (AECOM 2012)
- Cz, I
\ TW-4 TP-18 0 TEST PIT (AECOM 2012)
I — LOCATION OF FORMER RAVINE
DEBRIS AREA (AECOM 2015)
PROPOSED SOIL SAMPLE LOCATION
� 'REVIOUSLY (SB-1 TO SB-15)
TP-3 ONSTRUCTED PROPOSED GROUNDWATER SAMPLE
I PHASE 1 LOCATION (MW-1 TO MW-4)
�\ \ ® PROPOSED SOIL GAS SAMPLE
La LOCATION (SGV-1 TO SGV-12)
O ASB-1 \ \ TP-33 / Q PROPOSED ASBESTOS SOIL SAMPLE '' ��
LOCATION (ASB-1 TO ASB-3)
ASB-2
d_ �Q ASB 3 SHALLOW DEBRIS AREA
® SGV-1 �. (BRICK/CONCRETE) AECOM 2012
\TP--19'-i
TP-1
SGV-2® / SB-2 !f MW NOTES: �
TP-19 � -1 i `'
1. BASE MAP OBTAINED FROM LAQUATRA BONCI ASSOCIATES.
�TP-20
SB-9 2. SAMPLE LOCATIONS OBTAINED FROM AECOM NORTH
i
i CAROLINA, INC.
�I (� TW-3
-SB 3I
TP-38 I i�
TP-18 o TP-17 �TP-21 I COMPOSITE SOIL SAMPLE LOCATIONS
FOR CHARACTERIZATION OF FILL SOIL
I IMPORTED FROM SOUTHSIDE EAST BF
DEVELOPMENT PHASES I AND II
SB-4 1
TP 34—®SGV-3
—
�T=
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r
TP�10
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II
3 I =� I -------__ ILOCATION OF FILL SOIL IMPORTED I
—_ u _ FROM SOUTHSIDE EAST BF SGV 4
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SB-14 — SB-15 DEVELOPMENT PHASES I AND II f APPROXIMATE
�' �I S13-5 I 0 80 160
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- 4CI 5TW-2 SMARTER ENVIRONMENTAL SOLUTIONS License # G-1269 #G-245 Geolog
y=�-- --- ITP-11�d
SB-
_ DATE 1 25 23 REVISION NO. 0
JOB NO. MBS-003 FIGURE NO. 2

Appendix A
Previous Data Tables and Figures

Table 2-1
Monitoring Well Construction and Groundwater Elevation Data
Southside East Redevelopment, Durham, NC
December 2011
Date
Total Depth
Screened
Top of Casing
Date Water
Depth to
Groundwater
Well ID
Date Installed
Interval
Elevation
Level
Water
Elevation
Abandoned
(ft bls)
ft bls
ft msl
Measured
ft bls
ft msl
TW-1
11/29/11
12/09/11
14
4-14
397.38
12/01/11
12.45
384.93
TW-2
11/28/11
12/09/11
25
15-25
419.97
12/02/11
22.45
397.52
TW-3
11/29/11
12/09/11
18
8-18
412.52
12/01/11
18.81
393.71
TW-4
11/29/11
12/09/11
19.5
9.5-19.5
387.99
12/01/11
18.38
369.61
TW-5
11/30/11
12/09/11
27
17-27
347.77
12/02/11
22.56
325.21
TW-6
11/28/11
12/09/11
21
11-21
399.46
12/01/11
18.60
380.86
Notes:
Survey performed by Stantec Consulting Services, Inc. on November 29, 2011 through December 9,2011.
Temporary wells were installed by Parratt Wolff (North Carolina Contractors License number 2973-A).
ft msl - feet above mean sea level.
ft Ibis - feet below land surface.
Page 1 of 7

Table 3-1
Soil Analytical Results
Southside East Redevelopment, Durham, NC
December 2011
Sample ID:
Sample Type:
Depth (ft bIs):
Sample Date
SS-10
TP-1
TP-1
TP-2
TP-2
TP-3
TP-3
TP-4
TP-4 DUP-6
TP-5
TP-6
TP-7
TP-8
TP-9
TP-10
TP-11
TP-12
TP-14
TP-14
TP-14
TP-14
TP-15
TP-15
TP-15
GRAB
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
GRAB
GRAB
COMP
COMP
GRAB
7-8
0-8
8-16
0-8
8-16
0-8
8-17
0-8
8-17
0-6
0-9
0-9
0-8
0-8
0-8
0-8
111131111
0-8
0-4
4-8
0-2
2-4
0-4
4-9
6-8
11/29/11
12/1/11
12/1/11
11/30/11
11/30/11
12/1/11
12/1/11
11/30/11
11/30/11 11/30/11
12/2/11
11/30/11
11/30/11
11/30/11
12/1/11
12/1/11
11/30/11
12/1/11
12/1/11
12/1/11
12/1/11
12/1/11
12/1/11
12/1/11
Method
Analyte Detection
Limit
Regional SL
NC IHSB
Residential SRG
NC IHSB PSRG
Volatile Organic Compounds by 8260 (jig/kg)
1,2,4-Trimeth (benzene
0.87
62,000
12,000
6,700
24J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<8.8
<9.1
NA
NA
<9.5
1,3,5-Trimeth (benzene
0.21
780,000
160,000
6,700
33 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<8.8
<9.1
NA
NA
<9.5
4-Iso ro (toluene
0.28
---
---
680
4.2 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<13
<14
NA
NA
<14
Acetone
2.3
61,000,000
12,000,000
24,000
Ili
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
24
26
NA
NA
6.8 J
Eth (benzene
0.28
5,400
5,400
8,100
3.2J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<4.4
<4.6
NA
NA
<4.7
Isoprop (benzene Cumene
0.22
2,100,000
270,000
1,300
14J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<8.8
<9.1
NA
NA
<9.5
m,p-X lenes
0.57
590,000
120,000
5,800 (total)
2.3 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<8.8
<9.1
NA
NA
<9.5
Methyl Ethyl Ketone 2-Butanone
1.6
28,000,000
5,600,000
16,000
<18
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<18
<18
NA
NA
<19
Naphthalene
0.32
3,600
3,600
210
100 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<4.4
<4.6
NA
NA
<4.7
n-But (benzene
0.19
3,900,000
110,000
2,400
16 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<13
<14
NA
NA
<14
n-Prop (benzene
0.25
3,400,000
260,000
1,500
22 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<8.8
<9.1
NA
NA
<9.5
sec -But (benzene
0.18
---
---
2,200
33 J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<13
<14
NA
NA
<14
tert-Butylbenzene
0.23
---
---
1,700
7.7J
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<18
<18
NA
NA
<19
Semi -Volatile Organic Compounds by 8270
(jig/kg)
2-Methylnaphthalene
150
310,000
62,000
1,600
920
<390
<390
<390
<3,900
<390
<400
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Acenaphthene
120
3,400,000
680,000
8,400
<360
<390
<390
<390
<3,900
320J
560
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Anthracene
78
17,000,000
3,400,000
660,000
<360
<390
210 J,IH
<390
<3,900
590
8501H
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Benzo(a)anthracene
81
150
150
180
<360
<390
<390
<390
4,900
2,400
2,2001H
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Benzo(a)pyrene
74
15
15
59
<360
<390
<390
<390
6,200
2,600
2,300
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Benzo(b)fluoranthene
54
150
150
600
<360
<390
<390
<390
5,400
2,300
2,100
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Benzo(g,h,Qlperylene
130
---
--
7,800,000
<360
<390
<390
<390
7,700
2,200
1,800
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
1 <360
NA
Benzo(k)fluoranthene
120
1,500
1,500
5,900
<360
<390
<390
<390
4,100
1,700
1,300
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Bis(2-Ethylhexyl)phthalate
78
35,000
35,000
7,200
<360
<390
<390
<390
<3,900
250 J
120 J
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Chrysene
88
15,000
15,000
18,000
<360
<390
<390
<390
5,000
2,500
2,1001H
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Dibenzo(a,h)anthracene
130
15
15
190
<360
<390
<390
<390
<3,900
610
<400
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Dibenzofuran
110
78,000
16,000
5,200
<360
<390
<390
<390
<3,900
<390
240J
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Di-n-butyl phthalate
95
6,100,000
1,200,000
19,000
<360
<390
<390
<390
<3,900
<390
100J
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Fluoranthene
84
2,300,000
460,000
330,000
<360
<390
9801H
1,000lH
9,300
4,600
3,6001H
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Fluorene
93
2.300,000
460,000
56,000
<360
<390
<390
<390
<3,900
<390
310 J
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Indeno(1,2,3-cd)pyrene
100
150
150
2,000
<360
<390
<390
<390
7,800
2,400
2,000
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Naphthalene
150
3.600
3,600
210
<360
<390
<390
<390
<3,900
<390
400
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Phenanthrene
71
---
---
68,000
<360
<390
890111
<390
6,700
2,000
3,100IH
<410
<420
<420
<390
<380
<440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Pyrene
110
1.700,000
340,000
220,000
<360
<390
950111
9601H
5,800
3,300
3,4001H
<410
<420
<420
<390
<380
1440
<420
<380
<390
<390
<380
<390
<370
NA
NA
<420
<360
NA
Total Metals by 6010 (mglkg)
Mercury
0.0028
10
2
1
NA
<0.040
0.27
0.15
0.22
0.86 J
0.95
0.079
0.10
NA
0.045
<0.022
<0.026
<0.0031
<0.023
<0.023
0.026
0.024
0.029
<0.023
NA
NA
<0.027
<0.023
NA
Arsenic
0.065
0.39
0.39
5.8
NA
2.9 J
3.8
2.4
4.6
2.6
4.1
2.4
1.9
NA
<0.60
2.4
1.6
2.3
1.4
1.9
1.5
2.1
2.7
2.1
NA
NA
1.6
1.2
NA
Barium
0.17
15,000
3,000
580
NA
180
100
110
210
380
360
94
150
NA
<0.60
150
120
230
180
67
110
100
130
190
NA
NA
120
82
NA
Cadmium
0.031
70
14
3
NA
<0.29 UJ
<0.30
<0.30
1.3
1.3
0.81
<0.31
<0.31
NA
<0.30
<0.29
<0.34
<0.32
<0.29
<0.29
<0.30
<0.29
<0.29
<0.29
NA
NA
<0.31
<0.27
NA
Chromium total
0.040
---
24,000
36,000
NA
25 J
22
30
21
12
15
16
16
NA
<0.30
32
22
40
23
18
22
19
24
34
NA
NA
10
8.0
NA
Lead
0.071
400
400
270
NA
37J
64
79
130
980
480
35
21
NA
17
25
12
16
12
9.3
23
19
21
15
NA
NA
7.3
4.1
NA
Selenium
0.12
390
78
2.1
NA
<0.58 UJ
<0.61
<0.59
<0.59
<5.9
<6.2
<0.63
<0.63
NA
<0.60
1.3
0.90
1.6
<0.57
<0.58
0.77
0.67
<0.58
<0.58
NA
NA
<0.63
<0.54
NA
Silver
0.030
390
78
3.4
NA
<0.29 UJ
<0.30
<0.30
<0.29
<0.29
<0.31
<0.31
<0.31
NA
<0.30
<0.29
<0.34
<0.32
<0.29
<0.29
<0.30
<0.29
<0.29
<0.29
NA
NA
1 <0.31
1 <0.27
NA
Polychlorinated Biphen Is by 8082 m lk
Aroclor 1254
1 0.012
0.22
1 (total)
0.14 (total)
<0.049 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1 <0.050 <0.050 1 NA NA 1 <0.050 1 <0.050 NA
Organochlorine Pesticides by 8081 (µglkg)
No constituents
detected
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
No
constituents
detected
No
constituents
detected
NA
NA
No
constituents
detected
No
constituents
detected
NA
Notes:
Only detected compounds listed in table.
Bold indicates a concentration detected above laboratory reporting limits.
Bold -shaded indicates a concentration detected above applicable
pg/kg - micrograms per kilogram
mg/kg - milligrams per kilogram
NA - Not Applicable
Refer to Figures 3-1, 3-2, and 3-3 for Sample Locations.
Regional SL - Regional Screening Levels for Chemical Contaminants of Residential Soil at Superfund Sites (June 2011)
NC IHSB PSRG - North Carolina Inactive Hazardous Sites Branch Protection of Groundwater Soil Remediation Goal, August 2011
NC IHSB Residential SRG - North Carolina Inactive Hazardous Sites Branch Preliminary Residential Health -Based Soil Remediation Goal, August 2011
J - Estimated concentration detected between the Method Detection Limit and the Reporting Limit.
IH - Internal standard area below the QC limit. Compound reported with possible high bias.
UJ - The analyte was not detected; however, the reported quantitation limit is approximated and may be inaccurate or imprecise.
It bls - feet below land surface
<- constituent was detected below the laboratory reporting limits
Page 2 of 7

Table 3-1
Soil Analytical Results
Southside East Redevelopment, Durham, NC
December 2011
Sample ID:
Sample Type:
Depth (it bls):
Sample Date
TP-15 DUP-2
TP-16
TP-16
TP-16
TP-16
TP-17
TP-17
TP-17
TP-17 I DUP-3
TP-18
TP-18
TP-18
TP-18
TP-19
TP-19
TP-19
TP-19
TP-20 DUP-5
TP-20
TP-20
TP-20
TP-21
TP-21
GRAB
COMP
COMP
GRAB
GRAB
COMP
COMP
GRAB
GRAB
COMP
COMP
GRAB
GRAB
COMP
COMP
GRAB
GRAB
COMP
COMP
GRAB
GRAB
COMP
COMP
8-9
0-4
4-9
2-4
4-6
0-6
6-9
4-6
2-4
0-4
4-6
0-2
2-4
0-4
4-8
2-4
4-6
0-4
4-6
0-2
2-4
0-4
4-8
1211/11 12/1111
12/1/11
1211/11
1211111
1211111
1212/11
1212/11
12/2/11
1212/11 12/2/11
12/2111
12/2111
12/2/11
12/2111
12/2111
12/2/11
12/2111
1212/11
1212/11 1212/11
12/2/11
1212/11
1212/11
1212111
12/2/11
Analyte
Method
Detection
Limit
Regional SL
IHSB
Residential
SRG
IHSB
Protection of
GW
Volatile Organic Compounds by 8260 (pglkg)
1,2,4-Trimeth (benzene
0.87
62,000
12,000
6,700
<7.9
<9.7
NA
NA
<7.8
<8.5
NA
NA
<9.7
<7.1
<8.7
NA
NA
<7.2
<9.7
NA
NA
<7.1
<9.1
NA
NA
NA
<6.7
<8.0
NA
NA
1,3,5-Trimeth (benzene
0.21
780,000
160,000
6,700
<7.9
<9.7
NA
NA
<7.8
<8.5
NA
NA
<9.7
<7.1
<8.7
NA
NA
<7.2
<9.7
NA
NA
<7.1
<9.1
NA
NA
NA
<6.7
<8.0
NA
NA
4-Isopropyltoluene
0.28
NS
---
680
<12
<15
NA
NA
<12
<13
NA
NA
<15
<11
<13
NA
NA
<11
<15
NA
NA
<11
<14
NA
NA
NA
<10
<12
NA
NA
Acetone
2.3
61,000,000
12,000,000
24,000
<16
<19
NA
NA
6.5 J
55
NA
NA
5.6 J
12 J
18
NA
NA
13 J
35
NA
NA
16
85
NA
NA
NA
49
40
NA
NA
Eth (benzene
0.28
5,400
5,400
8,100
<3.9
<4.8
NA
NA
<3.9
<4.2
NA
NA
<4.9
<3.5
<4.4
NA
NA
<3.6
<4.8
NA
NA
<3.6
<4.5
NA
NA
NA
<3.3
<4.0
NA
NA
Isoprop (benzene Cumene
0.22
2,100,000
270,000
1,300
<7.9
<9.7
NA
NA
<7.8
<8.5
NA
NA
<9.7
<7.1
<8.7
NA
NA
<7.2
<9.7
NA
NA
<7.1
<9.1
NA
NA
NA
<6.7
<8.0
NA
NA
m,p-X Ienes
0.57
590,000
120,000
5,800 (total)
<7.9
<9.7
NA
NA
<7.8
<8.5
NA
NA
<9.7
<7.1
<8.7
NA
NA
<7.2
<8.8
NA
NA
<7.1
<9.1
NA
NA
NA
<6.7
<8.0
NA
NA
Methyl Ethyl Ketone (2-Butanone)
1.6
28,000,000
5,600,000
16,000
<16
<19
NA
NA
<16
8.7 J
NA
NA
<19
<14
<17
NA
NA
<14
<19
NA
NA
<14
8.2 J
NA
NA
NA
1.8 J
2.1 J
NA
NA
Naphthalene
0.32
3,600
3,600
210
<3.9
<4.8
NA
NA
<3.9
<4.2
NA
NA
<4.9
<3.5
<4.4
NA
NA
<3.6
14.8
NA
NA
<3.6
<4.5
NA
NA
NA
<3.3
<4.0
NA
NA
n-Butylbenzene
0.19
3,900,000
110,000
2,400
<12
<15
NA
NA
<12
<13
NA
NA
<15
<11
<13
NA
NA
<11
<15
NA
NA
<11
<14
NA
NA
NA
<10
<12
NA
NA
n-Prop (benzene
0.25
NS
260,000
1,500
<7.9
<9.7
NA
NA
<7.8
<8.5
NA
NA
<9.7
<7.1
<8.7
NA
NA
<7.2
<9.7
NA
NA
<7.1
<9.1
NA
NA
NA
<6.7
<8.0
NA
NA
sec-Butylbenzene
0.18
NS
---
2,200
<12
<15
NA
NA
<12
<13
NA
NA
<15
<11
<13
NA
NA
<11
<15
NA
NA
<11
<14
NA
NA
NA
<10
<12
NA
NA
tert-Butlbenzene
0.23
NS
---
1,700
<16
<19
NA
NA
<16
<17
NA
NA
<19
<14
<17
NA
NA
<14
<19
NA
NA
<14
<18
NA
NA
NA
<13
<16
NA
NA
Semi -Volatile Organic Compounds by 8270
(µglkg)
2-Methylnaphthalene
150
310,000
62,000
1,600
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Acenaphthene
120
3,400,000
680,000
8,400
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Anthracene
78
17,000,000
3,400,000
660,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Benzo(a)anthracene
81
150
150
180
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Benzo(a)pyrene
74
15
15
59
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Benzo(b)fluoranthene
54
150
150
600
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Benzo(g,h,l,)perylene
130
NS
---
7,800,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Benzo(k)fluoranthene
120
1,500
1,500
5,900
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Bis(2-Ethylhexyl)phthalate
78
35,000
35,000
7,200
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Chrysene
88
15,000
15,000
18,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Dibenzo(a,h)anthracene
130
15
15
190
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Dibenzofuran
110
78,000
16,000
5,200
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Di-n-butyl phthalate
95
6,100,000
1,200,000
19,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Fluoranthene
84
2,300,000
460,000
330,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Fluorene
93
2,300,000
460,000
56,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Indeno(1,2,3-cd)pyrene
100
150
150
2,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Naphthalene
150
3,600
3,600
210
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Phenanthrene
71
NS
---
68,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Pyrene
110
1,700,000
340,000
220,000
NA
NA
<400
<390
NA
NA
<400
<390
NA
NA
NA
<380
<360
NA
NA
<360
<380
NA
NA
<370
<370
<370
NA
NA
<390
<360
Total Metals by 6010 (mg/kg)
Mercury
0.0028
10
2
1
NA
NA
<0.025
0.031
NA
NA
<0.023
<0.026
NA
NA
NA
<0.025
<0.021
NA
NA
<0.021
0.12
NA
NA
0.027
<0.024
<0.024
NA
NA
0.024
<0.022
Arsenic
0.065
0.39
0.39
5.8
NA
NA
3.2
1.9
NA
NA
1.9
3.2
NA
NA
NA
1.1
<0.54
NA
NA
1.6
2.2
NA
NA
3.4
2.9
2.1
NA
NA
2.5
1.8
Barium
0.17
15,000
3,000
580
NA
NA
200
88
NA
NA
63
190
NA
NA
NA
33
<0.54
NA
NA
51
130
NA
NA
92
91
73
NA
NA
75
38
Cadmium
0.031
70
14
3
NA
NA
<0.31
<0.29
NA
NA
<0.30
<0.30
NA
NA
NA
<0.29
<0.27
NA
NA
<0.27
<0.28
NA
NA
<0.28
<0.28
<0.27
NA
NA
<0.29
<0.28
Chromium total
0.040
NS
24,000
36,000
NA
NA
27
17
NA
NA
15
35
NA
NA
NA
4.6
<0.27
NA
NA
7.4
8.5
NA
NA
9.0
12
6.8
NA
NA
15
7.3
Lead
0.071
400
400
270
NA
NA
18
21
NA
NA
7.3
13
NA
NA
NA
13
6.8
NA
NA
6.1
9.5
NA
NA
15
14
4.7
NA
NA
14
6.3
Selenium
0.12
390
78
2.1
NA
NA
<0.62
<0.59
NA
NA
<0.61
<0.60
NA
NA
NA
<0.58
<0.54
NA
NA
<0.54
1.4
NA
NA
1.3 J
2.2 J
1.1
NA
NA
2.6
1.8
Silver
0.030
390
78
3.4
NA
NA
<0.31
<0.29
NA
NA
<0.30
<0.30
NA
NA
NA
<0.29
<0.27
NA
NA
<0.27
<0.28
NA
NA
<0.28
<0.28
<0.27
NA
NA
<0.29
<0.28
Polychlorinated Biphen Is by 8082 (mg/kg)
Aroclor 1254
1 0.012
0.22
1 (total)
0.14 (total)
NA NA <0.050 <0.050 NA NA <0.049 <0.049 NA NA NA <0.049 <0.050 NA NA <0.049 <0.050 NA NA 0.038 J 0.013 J <0.050 NA NA <0.050 <0.050
Organochlorine Pesticides by 8081 (µg/kg)
NA
NA
No
constituents
detected
No
constituents
detected
NA
NA
No
constituents
detected
No
constituents
detected
NA
NA
NA
No
constituents
detected
No
constituents
detected
NA
NA
No
constituents
detected
No
constituents
detected
NA
NA
No
constituents
detected
No
constituents
detected
No
constituents
detected
NT
NT
No
constituents
detected
No
constituents
detected
Notes:
Only detected compounds listed in table.
Bold indicates a concentration detected above laboratory reporting limits.
Bold -shaded indicates a concentration detected above applicable
pg/kg - micrograms per kilogram
mg/kg - milligrams per kilogram
NA - Not Applicable
Refer to Figures 3-1, 3-2, and 3-3 for Sample Locations.
Regional SL -Regional Screening Levels for Chemical Contaminants of Residential Soil at Superfund Sites (June 2011)
NC IHSB PSRG -North Carolina Inactive Hazardous Sites Branch Protection of Groundwater Soil Remediation Goal, August 2011
NC IHSB Residential SRG - North Carolina Inactive Hazardous Sites Branch Preliminary Residential Health -Based Soil Remediation Goal, August 2011
J - Estimated concentration detected between the Method Detection Limit and the Reporting Limit.
IH - Internal standard area below the QC limit. Compound reported with possible high bias.
UJ - The analyte was not detected; however, the reported quantitalion limit is approximated and may be inaccurate or imprecise.
It bls - feet below land surface
<- constituent was detected below the laboratory reporting limits
Page 3 of 7

Table 3-1
Soil Analytical Results
Southside East Redevelopment, Durham, NC
December 2011
Sample ID:
Sample Type:
Depth (ft bls):
Sample Date:
TP-21
TP-21
TP-22
TP-23
TP-24
TP-24
TP-25
TP-26
TP-27
TP-28
TP-29
TP-29
TP-30
TP-30
TP-31
TP-31 DUP-4
TP-32
TP-33
TP-34
TP-34
TP-34
TP-34
TP-35
TP-36
TP-37
TP-38
TP-39
GRAB
GRAB
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
COMP
GRAB
GRAB
COMP
COMP
COMP
COMP
COMP
0-2
2-4
0-8
0-8
0-4
4-8
0-8
0-8
0-8
0-8
0-4
4-8
2-4
4-6
0-4
4-8
0-8
0-8
0-4
4-8
4-6
6-8
0-8
0-6
0-8
0-6
0-6
1212/11
1212/11
12/1111
1212/11
12/2/11
1212/11
1212/11
1212/11
1212/11
1212111
12/2111
1212111
12/2/11
1212111
1212111
1212111 12/2/11
12/2/11
12/2/11
12/9/11
12/9/11
12/9/11
12/9/11
12/9/11
12/9/11
12/9/11
12/9/11
1219111
Analyte
Method
Detection
Limit
Regional SL
IHSB
Residential
SRG
IHS
Protection of
GW
Volatile Organic Compounds by 8260 (jig/kg)
1,2,4-Tdmeth (benzene
0.87
62,000
12,000
6,700
<8.6
<6.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<11
<10
NA
NA
NA
NA
NA
1,3,5-Tdmeth (benzene
0.21
780,000
160,000
6,700
<8.6
<6.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<11
<10
NA
NA
NA
NA
NA
4-Isopropyltoluene
0.28
NS
---
680
<13
<9.3
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<17
<16
NA
NA
NA
NA
NA
Acetone
2.3
61,000,000
12,000,000
24,000
48
14
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<22
15 J
NA
NA
NA
NA
NA
Eth (benzene
0.28
5,400
5,400
8,100
<4.3
<3.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<5.6
<5.2
NA
NA
NA
NA
NA
Isoprop (benzene Cumene
0.22
2,100,000
270,000
1,300
<8.6
<6.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<11
<10
NA
NA
NA
NA
NA
m,p-X lenes
0.57
590,000
120,000
5,800 (total)
<8.6
<6.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<11
<10
NA
NA
NA
NA
NA
Methyl Ethyl Ketone 2-Butanone
1.6
28,000,000
5,600,000
16,000
<17
<12
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<22
<21
NA
NA
NA
NA
NA
Naphthalene
0.32
3,600
3,600
210
<4.3
<3.1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<5.6
<5.2
NA
NA
NA
NA
NA
n-But (benzene
0.19
3,900,000
110,000
2,400
<13
<9.3
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<17
<16
NA
NA
NA
NA
NA
n-Prop (benzene
0.25
NS
260,000
1,500
<8.6
<6.2
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<11
<10
NA
NA
NA
NA
NA
sec -But (benzene
0.18
NS
---
2,200
<13
<9.3
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<17
<16
NA
NA
NA
NA
NA
tert-Butylbenzene
0.23
NS
---
1,700
<17
<12
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<22
<21
NA
NA
NA
NA
NA
Semi -Volatile Organic Compounds by 8270
(jig/kg)
2-Methylnaphthalene
150
310,000
62,000
1,600
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
<400
<370
<370
NA
NA
<380
<370
<380
<380
<380
Acenaphthene
120
3,400,000
680,000
8,400
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
1,200
<370
<370
NA
NA
<380
<370
<380
<380
<380
Anthracene
78
17,000,000
3,400,000
660,000
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
2,600
<370
<370
NA
NA
<380
<370
<380
<380
<380
Benzo(a)anthracene
81
150
150
180
NA
NA
200 J
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
4,800
<370
<370
NA
NA
<380
<370
<380
<380
<380
Benzo(a)pyrene
74
15
15
59
NA
NA
220 J
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
4,200
<370
<370
NA
NA
<380
<370
<380
<380
<380
Benzo(b)fluoranthene
54
150
150
600
NA
NA
190 J
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
2,500
<370
<370
NA
NA
<380
<370
<380
<380
<380
Benzo ,h,l,pe Iene
130
NS
---
7,800,000
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
1 <380
<380
<400
<370
<370
NA
NA
<380
<370
1 <380
<380
<380
Benzo(k)fluoranthene
120
1,500
1,500
5,900
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
6,900
<370
<370
NA
NA
<380
<370
<380
<380
<380
Bis(2-Ethylhexyl)phthalate
78
35,000
35,000
7,200
NA
NA
1,200
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
<400
<370
<370
NA
NA
<380
<370
<380
<380
<380
Chrysene
88
15,000
15,000
18,000
NA
NA
220 J
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
4,000
<370
<370
NA
NA
<380
<370
<380
<380
<380
Dibenzo(a,h)anthracene
130
15
15
190
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
1,100
<370
<370
NA
NA
<380
<370
<380
<380
<380
Dibenzofuran
110
78,000
16,000
5,200
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
720
<370
<370
NA
NA
<380
<370
<380
<380
<380
Di-n-butyl phthalate
95
6,100,000
1,200,000
19,000
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
<400
<370
<370
NA
NA
<380
<370
<380
<380
<380
Fluoranthene
84
2,300,000
460,000
330,000
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
8,400
<370
<370
NA
NA
<380
<370
<380
<380
<380
Fluorene
93
2,300,000
460,000
56,000
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
1,000
<370
<370
NA
NA
<380
<370
<380
<380
<380
Indeno(1,2,3-cd)pyrene
100
150
150
2,000
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
2,900
<370
<370
NA
NA
<380
<370
<380
<380
<380
Naphthalene
150
3,600
3,600
210
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
730
<370
<370
NA
NA
<380
<370
<380
<380
<380
Phenanthrene
71
NS
---
68,000
NA
NA
<390
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
8,700
<370
<370
NA
NA
<380
<370
<380
<380
<380
Pyrene
110
1,700,000
340,000
220,000
NA
NA
330 J
<390
<390
<380
<380
<390
<370
<380
<390
<380
<400
<370
<390
<380
<380
<380
7,300
<370
<370
NA
NA
<380
<370
<380
<380
<380
Total Metals by 6010 (mglkg)
Mercury
0.0028
10
2
1
NA
NA
0.026
0.10
0.13
0.093
0.033
0.25
0.081
<0.024
0.040
<0.025
<0.025
<0.025
0.061
<0.023
<0.025
4
<0.024
0.036
NA
NA
<0.024
<0.022
<0.021
<0.024
<0.025
Arsenic
0.065
0.39
0.39
5.8
NA
NA
3.9
3.4
4.5
3.4
2.8
3.2
3.1
6.3
2.8
2.3
4.0
4.7
4.1
3.0
3.5
<5.6
<5.6
NA
NA
<5.8
<5.4
<5.8
<5.8
<5.8
Barium
0.17
15,000
3,000
580
NA
NA
95
130
210
110
100
97
120
390
120
92
190
130
120
110
120
72
160
NA
NA
160
76
270
120
59
Cadmium
0.031
70
14
3
NA
NA
<0.29
<0.30
<0.29
<0.29
<0.28
<0.30
<0.28
<0.29
<0.30
<0.29
<0.30
<0.28
<0.30
<0.28
<0.28
UJ
<2.8
<2.8
NA
NA
<2.9
<2.7
<2.9
<2.9
<2.9
Chromium total
0.040
NS
24,000
36,000
NA
NA
15
19
49
20
19
17
17
37
16
13
34
20
17
13
15
M7.452
8.4
19
NA
NA
24
5.5
37
14
8.6
Lead
0.071
400
400
270
NA
NA
25
50
79
43
23
24
47
13
17
16
15
11
19
11
11
J
14
19
NA
NA
14
6.5
15
12
13
Selenium
0.12
390
78
2.1
NA
NA
2.4
2.4
3.5
2.6
2.6
2.3
2.3
4.2
2.9
2.6
4.7
3.2
2.6
2.5
2.7
<5.6
<5.6
NA
NA
<5.8
<5.4
<5.8
<5.8
<5.8
Silver
0.030
390
78
3.4
NA
NA
<0.29
<0.30
<0.29
<0.29
<0.28
<0.30
<0.28
<0.29
<0.30
<0.29
<0.30
<0.28
<0.30
<0.28
<0.28
0
<2.8
<2.8
NA
NA
<2.9
<2.7
<2.9
1 <2.9
1 <2.9
Polychlorinated Biphenyls by 8082 m lk
Aroclor 1254
1 0.012
0.22
1 (total)
1 0.14 (total)
NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA <0.050 <0.050 NA NA NA NA NA NA NA
Organochlorine Pesticides by 8081 (Kg/kg)
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
No
constituents
detected
No
constituents
detected
NA
NA
NA
NA
NA
NA
EA
Notes:
Only detected compounds listed in table.
Bold indicates a concentration detected above laboratory reporting limits.
Bold -shaded indicates a concentration detected above applicable
pg/kg - micrograms per kilogram
mg/kg - milligrams per kilogram
NA - Not Applicable
Refer to Figures 3-1, 3-2, and 3-3 for Sample Locations.
Regional SL - Regional Screening Levels for Chemical Contaminants of Residential Soil at Superfund Sites (June 2011)
NC IHSB PSRG - North Carolina Inactive Hazardous Sites Branch Protection of Groundwater Soil Remediation Goal, August 2011
NC IHSB Residential SRG - North Carolina Inactive Hazardous Sites Branch Preliminary Residential Health -Based Soil Remediation Goal, August 2011
J - Estimated concentration detected between the Method Detection Limit and the Reporting Limit.
IH - Internal standard area below the QC limit. Compound reported with possible high bias.
UJ - The analyte was not detected; however, the reported quantitation limit is approximated and may be inaccurate or imprecise.
fl his -feet below land surface
<- constituent was detected below the laboratory reporting limits
Page 4 of 7

Table 3-2
Asbestos -In -Soil Analytical Results
Southside East Redevelopment, Durham, NC
December 2011
Sample Number/Depth
ft bls
Sample Date
Material Description
Lab Results (% Asbestos)
TP-1 (0-8')
12/1/11
Brown Soil
ND
TP-1 (8-16')
12/1/11
Brown/Gray Soil
ND
TP-2 (0-8')
11/30/11
Brown/Gray Soil
ND
TP-2 (8-16')
11/30/11
Brown Soil
PC 0.5
TP-3 (0-8')
12/1/11
Brown Soil
PC 0.5
TP-3 (8-17')
12/1/11
Gray/Brown Soil
PC 0.5
TP-4 (0-8')
11/30/11
Brown Soil
ND
TP-4 (8-17')
11/30/11
Brown Soil
ND
DUP 6 (TP-4 [8-17'])
11/30/11
Brown Soil
ND
TP-5 (0-6')
12/2/11
Tan Soil
ND
TP-6 (0-9')
11/30/11
Gray/Brown Soil
ND
TP-7 (0-9')
11/30/11
Gray/Brown Soil
ND
TP-8 (0-8')
11/30/11
Gray/Brown Soil
ND
TP-9 (0-8')
12/1/11
Tan Soil
ND
TP-10 (0-8')
12/1/11
Tan Soil
ND
TP-11 (0-8')
11/30/11
Brown/Gray Soil
ND
TP-12 (0-8')
11/30/11
Brown Soil
ND
TP-14 (0-4')
12/1/11
Gray/Brown Soil
ND
TP-14 (4-8')
12/1/11
Gray/Brown Soil
ND
TP-15 (0-4')
12/1/11
Lt. Gray/Tan Soil
ND
TP-15 (4-9')
12/1/11
Lt. Gray/Tan Soil
ND
TP-16 (0-4')
12/1/11
Gray/Brown Soil
ND
TP-16 (4-9')
12/1/11
Gray/Brown Soil
ND
TP-17 (0-6')
12/2/11
Brown/Red/Gray Soil
ND
TP-17 (6-9')
12/2/11
Brown/Gray Soil
ND
TP-18 (0-4')
12/2/11
Off -White Soil
ND
TP-18 (4-6')
12/2/11
Brown/Gray Soil
ND
TP-19 (0-4')
12/2/11
Tan/Red Soil
ND
TP-19 (4-8')
12/2/11
Gray Soil
ND
TP-20 (0-4')
12/2/11
Tan Soil
ND
DUP 5 (TP-20 [0-4'])
12/2/11
Tan Soil
ND
TP-20 (4-6')
12/2/11
Tan Soil
ND
TP-21 (0-4')
12/2/11
Gray/Tan/Brown Soil
ND
TP-21 (4-8')
12/2/11
Gray/Tan/Brown Soil
ND
TP-22 (0-8')
12/1/11
Gray/Brown Soil
ND
TP-23 (0-8')
12/2/11
Brown Soil
ND
TP-24 (0-4')
12/2/11
Brown Soil
PC 0.5
TP-24 (4-8')
12/2/11
Brown Soil
ND
TP-25 (0-8')
12/2/11
Brown Soil
ND
TP-26 (0-8')
12/2/11
Brown Soil
ND
TP-27 (0-8')
12/2/11
Gray/Brown Soil
ND
TP-28 (0-8')
12/2/11
Gray/Brown Soil
ND
TP-29 (0-4')
12/2/11
Brown Soil
ND
TP-29 (4-8')
12/2/11
Tan Soil
ND
TP-30 (0-4')
12/2/11
Gray/Brown Soil
ND
TP-30 (4-6')
12/2/11
Gray/Brown Soil
ND
TP-31 (0-4')
12/2/11
Brown Soil
ND
TP-31 (4-8')
12/2/11
Gray/Brown Soil
ND
DUP 4 (TP-31 [4-8'])
12/2/11
Brown Soil
ND
TP-32 (0-8')
12/2/11
Tan Soil
ND
TP-33 (0-8')
12/2/11
Brown Soil
PC Trace
TP-34 (0-4')
12/9/11
Tan Soil
ND
TP-34 (4-8')
12/9/11
Tan Soil
ND
TP-35 (0-8')
12/9/11
Tan Soil
ND
TP-36 (0-6')
12/9/11
Tan Soil
ND
TP-37 (0-8')
12/9/11
Brown Soil
ND
TP-38 (0-6')
12/9/11
Gray Soil
ND
TP-39 (0-6')
12/9/11
Lt. Gray/Lt. Tan Soil
ND
ND - No Asbestos Detected
PC - Point Count
ft bls - feet below land surface
Page 5 of 7

Table 4-1
Groundwater Analytical Results
Southside East Redevelopment, Durham, NC
December 2011
Sample ID:
Sample Type:
Sample Date:
TW_1
Grab
12/1/2011
Duplicate
(TW-1)
Grab
12/1/2011
TW-2
Grab
12/2/2011
TW-3
Grab
12/1/2011
TW-4
Grab
12/1/2011
TW-5
Grab
12/2/2011
TW-6
Grab
12/1/2011
Analyte
NC 2L Standard
IMAC
VOCs by 8260 (µg/L)
1,2,4-Trimethylbenzene
400
INS
6.0
5.0
<0.50
<0.50
<0.50
<0.50
<0.50
1,3,5-Trimethylbenzene
400
INS
5.1
4.1
<0.50
<0.50
<0.50
<0.50
<0.50
4-Isopropyltoluene
INS
25
1.5
1.1
<0.50
0.81
<0.50
<0.50
<0.50
Acetone
6,000
INS
27
26
8.1
140
60
0.62 J
43
Benzene
1
INS
<0.50
<0.50
<0.50
1.3
<0.50
<0.50
0.95
Chloroform
70
INS
<0.50
<0.50
<0.50
<0.50
2.9
<0.50
0.57
Eth (benzene
600
INS
0.62
0.57
<0.50
<0.50
<0.50
<0.50
<0.50
m,p-Xylenes
500
INS
0.72 J
0.73 J
<1.0
<1.0
<1.0
<1.0
<1.0
Methyl Butyl Ketone 2-Hexanone
INS
40
0.72 J
0.67 J
<5.0
1.6 J
<5.0
<5.0
1.11
Methyl Ethyl Ketone (2-Butanone)
4,000
INS
2.6 J
2.7 J
1.0 J
13
2.3 J
<5.0
4.5 J
Naphthalene
6
INS
9.8
11
<1.0
<1.0
<1.0
<1.0
<1.0
n-Butylbenzene
70
INS
2.2
1.5
<1.0
<1.0
<1.0
<1.0
<1.0
n-Propylbenzene
70
NS
0.71
0.60
<0.50
<0.50
<0.50
<0.50
<0.50
sec-Butylbenzene
70
INS
1.7 J
1.11
<0.50
<0.50
<0.50
<0.50
<0.50
tert-but (benzene
70
NS
1.3
1.1
<0.50
<0.50
<0.50
<0.50
<0.50
Toluene
600
INS
<0.50
<0.50
<0.50
1.2
<0.50
<0.50
0.89
SVOCs by 8270 (µg/L)
2-Methyl naphthalene
30
INS
1101
7.6 J
<11
<11
<10
<11
<12
Benzyl alcohol
NS
700
<11
<11
6.5 J
<11
<10
<11
<12
Di-n-butyl phthalate
700
INS
<11
<11
<11
<11
<10
5.9 J
<12
Naphthalene
6
NS
6.5 J
<11
<11
<11
<10
<11
<12
Phenol
30
INS
<11
<11
<11
9.2 J
<10
<11
<12
Dissolved Metals by 6010 (mg/L)
Barium
0.70
INS
0.20 0.20 0.096 0.012 0.25 0.21 0.073
Total Metals by 6010 (mg/L)
Barium
0.70
INS
0.23 0.22 0.083 0.054 0.23 0.22 0.078
Notes:
NS
Only detected compounds listed in table.
VOCs
Bold indicates a concentration detected above laboratory reporting limits.
SVOCs
Bold -shaded indicates a concentration detected above applicable standard.
pg/L
NC 2L Standard - Title 15A North Carolina Groundwater Standards (January 1, 2010)
mg/L
IMAC - NC Interim Maximum Allowable Concentrations
J
Refer to Figure 4-2 for Sample Locations.
No Standard
volatile organic compounds
semi -volatile organic compounds
micrograms per liter
milligrams per liter
The analyte was positively identified. The associated numerical value is the approximate
concentration of the analyte in the sample.
Page 6 of 7

Table 5-1
Asbestos Analytical Results - Bulk Materials
Southside East Redevelopment, Durham, NC
December 2011
Sample Number
Sample
Date
Material Description
Lab Results (%
Asbestos)
Condition (Hazard
Rating)
Approximate
Quantity
A
12/5/11
White/Red Ceramic Tile
ND
NA
NA
A-2
12/5/11
Gray Mortar
ND
NA
NA
B
12/5/11
Off -White Vinyl Sheet Flooring
ND
NA
NA
B-2
12/5/11
Tan Mastic
ND
NA
NA
C
12/5/11
Brown/White Insulation
ND
NA
NA
D
12/5/11
Off-White/Tan Vinyl Sheet
Flooring
ND
NA
NA
D-2
12/5/11
Off -White Mastic
ND
NA
NA
E
12/5/11
Off-White/Blue Vinyl Sheet
Flooring
ND
NA
NA
E-2
12/5/11
Off -White Mastic
ND
NA
NA
F
12/5/11
Brown/White Fibrous Wallboard
ND
NA
NA
G
12/5/11
Off-White/Green Vinyl Sheet
Flooring
ND
NA
NA
G-2
12/5/11
Clear Mastic
ND
NA
NA
H
12/5/11
Lt Gray Floor Tile
ND
NA
NA
H-2
12/5/11
Tan Mastic
ND
NA
NA
1
12/5/11
Dk Gray Floor Tile
ND
NA
NA
1-2
12/5/11
Tan Mastic
ND
NA
NA
J
12/5/11
Black/Gray Shingle
ND
NA
NA
TP-3-1
12/1/11
Orange/Brown Insulation
ND
NA
NA
TP-3-2
12/1/11
Brown Insulation
ND
NA
NA
TP-3-3
12/1/11
White Plaster
ND
NA
NA
TP-3-4
12/1/11
Gray Cementicious Material
ND
NA
NA
TP-3-5
12/1/11
White Ceramic Tile (circular
pattern)
ND
NA
NA
TP-3-5-2
12/1/11
Tan Cementicious
ND
NA
NA
TP-3-6
12/1/11
Off -White Floor Tile
ND
NA
NA
TP-3-7
12/1/11
White Ceramic Tile
ND
NA
NA
TP-2-1
11/30/11
Black Insulation Material
20
medium
unknown
TP-2-2
11/30/11
Black Wallboard
ND
NA
NA
TP-2-3
11/30/11
Tan Floor Tile
PC 4.6
low
unknown
TP-2-3-1
11/30/11
Black Mastic
PC 5.7
low
unknown
TP-2-4
11/30/11
Off -White Sheetrock
ND
NA
NA
TP-2-5
11/30/11
Off -White Vinyl Sheet Flooring
20
low
unknown
TP-2-6
11/30/11
Black Roof Material
ND
NA
NA
TP-2-7
11/30/11
Black Pipe Insulation
ND
NA
NA
TP-24-1
12/2/11
Gray Floor Tile
PC 8.0
low
unknown
TP-24-1-2
12/2/11
Black Mastic
PC 6.9
low
unknown
ND - No Asbestos Detected
PC - Point Count
NA - Not Applicable; material tested negative for asbestos content
Page 7 of 7

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Notes
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with the exception of TP-34, TP-35, TP-36, TP-37, TP-38, and TP-39,
which were collected on December 8, 2011.
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2,400
Benzo(a)pyrene
2,600
Benzo(b)fluoranthene
2,300
Benzo(k)fluoranthene
1,700
Dibenzo(a,h)anthracene
610
Indeno(1,2,3-od)pyrene
2,400
TP-3 (8-17 ft bls )
SVOCs by 8270 (ug/kg )
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2,2001H
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2,300
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2,100
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1,300
Indeno(1,2,3-od)pyrene
2,000
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400
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SVOCs by 8270 ( ug/kg )
Benzo(a)anthracene
4,800
Benzo(a)pyrene
4,200
Benzo(b)fluoranthene
2,500
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6,900
Dibenzo(a,h)anthracene
1,100
Indeno(1,2,3-cd)pyrene
2,900
Naphthalene
730
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SVOCs by 8270 ( ug/kg )
Benzo(a)anthracene
4,900
Benzo(a)pyrene
6,200
Benzo(b)fluoranthene
5,400
Benzo(k)fluoranthene
49100
Indeno(1,2,3-cd)pyrene
7,800
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SVOCs by 8270 (ug/kg )
Benzo(a)anthracene
200 J
Benzo(a)pyrene
220 J
Benzo(b)fluoranthene
190 J
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Primary Area of Debris
(40-55% Debris)
Minor Area of Debris
(<5% Debris)
1-3 feet of Surficial Debris
Abbreviations
ft bls feet below land surface
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1. All soil samples collected November 29, 2011 through December 2, 2011
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_ _______--- Arsenic 1.6 Arsenic
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I
I \
I y1 �- Buried p
I I I
cn Ii I I I I �
i
TP-14
TP-10 i ----- TP-8 \\ \ TP-7 I \\\\
----- \ TP-15 TP-27 (0-8 ft bls) 1 '�
F-1TP-34 I - - - \ - - � I
I \ Metals by 6010 (mg/kg) I I
Arsenic 3.1 I I }
" II I I I I - Selenium
" I I
I \ ------ --- -- \ TW-5 t9 / / �w z � � mw
" UCZ7 � � Y O
II " I I -- ---I I \ / / / fA f2 W W
II I I I I I W 2 d
I ; ; -- - --- -- - - - TP-12 (0-8 ft bls) \ \ / / �/ \\ o U Q
Metals by 6010 (mg/kg) \ i
11 ;I I i i i I Arsenic 2.1
U y 1 I \ TP-28 (0 8 ft bls)
I 1 II I I TP-16 \ Metals by 6010 (mglkg)
Arsenic 6.3 /
I SS-1 Q _ Selenium 4.2
---------------
TW-1
------ ' - - - - - - - - - - - - - - DTP-12,
---- -- -- ; I TP-9 (08 ft bls)
----------- - ----- ----- I TP-39 p Metals by 6010 (mg/kg) ` \ , / TP-27
t - - - - - - - I I I TP-38 Arsenic 1.4
-- ��� - - I ' TP-29 c� o0
TP-28 TP-6 (0-) ft bls) i ,� LU
_ / Metals by 6010 ( mglkg) /
--
--- -------------
Arsenic 2.4
\ TP-30 (2-4 ft bls) / / (n
TP-35 p Metals by 6010 (mg/kg) TP-29 (0-8 ft bls) �� > \ ; v LU
' rf - -- -- I I-------- -- I \ Arsenic 4.0 _ cfl
/TP-9 \ Metals by 6010 (mg/kg) / \ , _
dd r, I i I --- - ----- - I I \ / ` Selenium 4.7 rr Arsenic 2.8 N OU
I ♦ / TP-30 (4-6 ft bls) Selenium 2.9 \
Metals by 6010 ( mg/kg ) TP-29 (0-8 ft bls) TP-6, / ' °cam° W J O
Arsenic 4.7 / O O
Metals by 6010 mg/kg , aQ- L z� o W
m i t �\ Selenium 3.2 Arsenic 2.3 i °° O U Q Q
Selenium 2.6 /i �° = CD
W U c�
= N 08
0 ti
ao 1
TP30 O z O rn
CD
TP-11 (0-8 ft bls) ' TP-18 (0 4 ft bls) TP-19 (0-4 ft bls) TP-31 (0-4 ft bls) , TP-26 (0 8 ft bls) • TP-25 (0-8 ft bls) i _ H
Metals by 6010 (mglkg) i i I I Metals by 6010 (mglkg) Metals by 6010 ( m.... Metals by 6010 (mg/kg) / Metals by 6010 (mg/kg) Metals by 6010 (mglkg) / / 0 o W z � o0
I I Arsenic 1.5 I Arsenic 1.1 Arsenic 1.6 Arsenic 4.1 Arsenic 3.2 Arsenic 2.8 ; - -j O X W
TP-19 4-8 ft bls Selenium 2.6 , Selenium 2.3 Selenium 2.6 TP-22 W oo Q = Q
Metals by 6010 (( mg/kg ) TP-31 (4-8 ft bls) ♦ �' ♦ / i / a W
---_L-L__-L---�-�--- Arsenic 2.2 Metals by6010(mg/kg
)
k u I I I - Arsenic 3.5
TP-36 - - - - - - - Selenium 2.7
Ii TP-22 (0-8 ft bls) /
I I i TP-37 p TP-18 ' TP-31 / Metals by 6010 (mg/kg )
I I I
t I � - Arsenic 3.9 �
lI �, _ i _ , .. / Selenium 2.4 '
_ - -
I u ii I \-------- TP-17 (0-6 ft bls) `\ TP-26 ���` ; m o
-- -- -- --1 I I Metals by 6010 (mg/kg) ---------- TP-19 / 0 / ♦ , g c?
1i it I \ I ; I Arsenic 1.9 \ \ ,� ♦ , r / % z
TP-11 / TP-17 (6-9 ft bls) \ `
11 T I i i I Metals by 6010 ( mg/kg) \ TP-25 TP-23
11 Arsenic 3.2 TP-17 \ \ �! ' \ TP-23 (0-8 ft bls) / a o
♦ / � I Metals by 6010 (mg/kg)
11 Ir I i I , TP-3 \ TP-1 / D
I q Ii\ I I I I TP-20 �\ \ /r/ Arsenic 3.4
/ \ \ Selenium 2.4 7� �
/ C6
Uj
CO
TP-21 (0 4 ft bls TP-21 co
TP-4 \ \ TP-33 \ \ TP-24 � , r ; r -j O ILL] U
a - - TW-2 ) \ CC
- _ I r---_---------_ Metals by 6010 (mg/kg) \ / ' Q G C6 O
,r - I 1 --- Arsenic 2.5--------- �� �' / TP-1 (08 ft bls) f , m i
r ; Metals by 6010 (mg/kg) v (n z c�
`\ Selenium 2.6 ' U U
i \ TW-3 <� \ / Arsenic 2.9 J
\ TP-21 (4-8 ft bls) \ \ r r
Metals by 6010 (mg/kg) \ \ \ \ \�.� �- ♦ 00 _ _ r / / J J t'O0 f o 0
Arsenic 1.8 \ � � \ � � � � �
O �
TP-1 (8-16 ft bls) Z () �
� ; , Metals by 6010 (mg/kg) Uj
Arsenic 3.8
I
I � '
�\ I I I \ Legend O
& TW-3 Temporary Well 0
= TP-7 Test Pit
SS-10 Soil Boringw o
TP-20 (0 4 ft bls) TP-4 (0 8 ft bls) TP-33 (0 8 ft bls) TP-3 (0 8 ft bls) TP-2 (0 8 ft bls) / TP-32 (0 8 ft bls) TP-24 (0 4 ft bls) • 6i co
I Metals by 6010 ( mg/kg ) Metals by 6010 (mg/kg) Metals by 6010 (mglkg) Metals by 6010 ( mg/kg ) Metals by 6010 (mg/kg) Metals by 6010 ( mg/kg ) Metals by 6010 ( mg/kg ) (_ Primary Area of Debris 0 I
Arsenic 3.4 Arsenic 2.4 Arsenic 3.5 Arsenic 2.6 Arsenic 2.4 TP-5 Arsenic 1.7 Arsenic 4.5 (40-55% Debris) U
Selenium 2.2 J TP-4 (8-17 ft bls) Selenium 3.1 Lead 980 _ _ TP-2 (8-16 ft bls) O , Selenium 3.5 Minor Area of Debris
I TP-20 (4-6 ft bls) Metals by 6010 (mg/kg) TP-3 (8-17 ft bls) Metals by 6010 ( mg/kg ) ' TP-24 (4-8 ft bls) `(<5% Debris)
I Metals by 6010 ( mg/kg) Arsenic 1.9 Metals by 6010 (mg/kg) Arsenic 4.6 _ / % Metals by 6010 ( mg/kg )
i I TW-4 , (_ 1-3 feet of Surficial Debris
Arsenic 2.1 Arsenic 4.1 \ , Arsenic 3.4
I Lead 480 ' Selenium 2.6
Abbreviations
' I
A",
FIGURE NUMBER:
mg/kg fmlligrrams per kilogram
u II
3-3
II I
�I I
NI /
I II II
60 0 60
NI /
/
/
' " u SCALE IN FEET DRAWING NUMBER:
1" = 60' C120224D
i

i
I � —
I '1
I,
r
I \CD
I I i E r
f I I U)
I
I i C I
I.
------------
1
i rrl
m I I I
I
I I -o TW-6
1 �
(380.86)
T m I
� I
I,
f - r 386 _
/ r------- -- --
n
t --- -
� I
CD
1 I 1392
\ — u
-TI C c
� II
I
I II
J I ❑ ;I
o I I ! I
�/ I TW-2 — — —
(397.52) �
I
I,
OFIf1
it
II
I
I
I
I
II
II
II
II
II
1
TW-3 `Q \
(393.71 )
\ i �
.I k--\5
1
S. Roxboro Street
\ , Buried Pine —7 II
• TW-4
�M ( 369.61
S TW-5 i
9 TW-3 Temporary Well
(384.93) Groundwater Elevation
at Monitoring Well
Groundwater Contour
390 �-., (ft msl) ( dashed
where inferred )
Groundwater Flow
Direction
120 0 120
SCALE IN FEET
1 " = 120'
'm
w
a
❑
Z
O
w
z
0
a
K
U
O
m�mm
4 Y
U
O
w
a
w
o
=
a
O
U
Q
M
W
rn �
CAN g
O
C2,Z U
W J O
L Z < p W
t� W U orn�
Y < ,--2
Z ZO z rn ! a
Q 80 W 0,
ti p 0
�Ox
Q W irdIL3r
w
U
M
z'r
U M
Ui
w N
N
O p
a
c
O
N 0
CO CO 0
Z
LU
c11'U
0
I—
G
3N°
O
m
Y Z
U Y
CO O E
o
O
Q
W
o
o
o
0
� N
OU
I I
�
N
0
4-1
SHEET NUMBER:
B120225B

i
Notes #
1. All groundwater samples collected December 1 and 2, 2011. ` i
i -
2. Only compounds detected above applicable standards shown. I ;
3. For groundwater analytical results, see Table 4-2. I CD
m t
LLLI
--------------
I 0 rl
II I
CD I
\ 1
S. Roxboro Street
_ _ _ _ - _ - - _ - _ _ --
I
I \
I \
TW-1
VOCs by 8260 ( ug/L )
I r-----, Naphthalene 11
SVOCs by 8270 (ug/L )
Naphthalene
\ Buried Pip
TW-5 /
\ / i
I
l
L
/
TW-3
I � I VOCs by 8260 (ug/L) `
Benzene 1.3 \
I �
II
TW-4�
IC=J'
I '
I it O r
i C=1 O
{ I /
❑ j /
/
/
/
/
/
Legend
t9 TW-3
Temporary Well
f _
Primary Area of Debris
(40-55% Debris)
Minor Area of Debris
(<5% Debris)
1-3 feet of Surficial Debris
Abbreviations
J
Estimated concentration
detected between the
method detection limit
and the reporting limit.
SVOCs
semi -volatile organic
compounds
ug/L
micrograms per liter
VOCS
volatile organic compounds
120 0 120
SCALE IN FEET
1" = 120'
m
w
a
❑
Z
0
m
'w
z
0
a
K
U
0
Z
m
>
m
m
z
Z
w
4 Y
U
O
w
a
W
0
=
h
O
U
Q
0
H
5
dw�
CAN �
O
CWW1z Z '0'J <
W WO
0w0`fO°rn§
ra�n2�2
% ZO Z rn oo a
Q (0 (7 W ;3;
W too z-
ZOx
Q W d LL 3r
U)
m M
LU
N
U M
N
LL
w N
O �
J
a
U
N 0
m
o o
iA 11
co
J oU
Q
m r
Q
m�z
U
o E
COCa
a
LLJ
Q
N
�
U I I
N
�
4-2
SHEET NUMBER:
C120226B

r
Notes I I UO
W r
1. All asbestos samples collected November 29, 2011 through ] I t 0 ) I
December 5, 2011 and December 8, 2011.
2. For asbestos analytical results, see Tables 3-2 and 5-1. I j `=
IL
' --- S. Roxboro Street--
--------------- ------- --- `` /
—--—
-------
-----� C--
I \ \
TP-15 O \
I \ \
-P-3 I I I I \ \
I \
---- \ TP-16
I S13-10 I I \ 0 \I
I 1 I
I ® I
�__---
TP-39 ® TP-38
3 (0-8 ft bls) , TP-29 /
stos-in-Soil — _ _ _ Q /
ial Description Lab Results ( %Asbestos) TP-35
Soil PC 0.5)�P�_9
3 (8-17 ft bls)
stos-inSoil \
ial Description Lab Results (% Asbestos) ` TP-30
/ Brown Soil PC 0.5
33 (0-8 ft bls) /
stos-in-Soil / r
/
ial Description Lab Results ( % Asbestos)
Soil — PC Trace / / / i
TP-26
TP-18 0 \ ` i / TP-3 TP-25
TP-19 / TP-1
n
TP-
Asbe
Meter
Brow
I I
I I
I m I
\ _
� TP-37— o TP-36
v
II
��� ❑ II
i I I TP-11 !
I II I
lJ 1 ►
1 II_ TW2
� I j
I
I I
T P-
A sbe
M ater
B rown
TP-2
TP-17
\ \ /
TP-3
TP-20
i \
TP 21 7 o TP-33
----------------\ j --` \I TP-4 \
\ TW-3 i`,
�! I
II
I
C aI
II
I
II
II
I
I Q /
I Ill
II
II
III
II Q I
it UU
1
I
I
TP-2-1
Asbestos -Containing Materials
Material Description
Lab Results M. Asbestos)
Type
Black Insulation
Material
20
Friable
TP-2-3
Asbestos -Containing Materials
Material Description
Lab Results ( % Asbestos)
Type
Tan Floor Tile
PC 4.6
Non -Friable
TP-2-3-1
Asbestos -Containing Materials
Material Description
Lab Results ( % Asbestos)
Type
Black Mastic
PC 5.7
Non -Friable
TP-2-5
Asbestos -Containing Materials
Material Description
Lab Results ( % Asbestos)
Type
Off -White Vinyl
Sheet Flooring
20
Non -Friable
TP-2
P-32
(8-16 ft bls) \
Results ( % Asbestos ) TP-5`
PC 0.5 0
TW-4 t9
/
/
0
Buried Pipe \
TP-7 J::�
TP-27 ,
nr /
TP-28
TP-
0
TP-6
/
�TP-22 \ /
Temporary Well
SS-10 Soil Boring
% 4 / Test Pit ( no asbestos
O TP-7 detected )
Test P't ( asbestos
r r
a ' TP-2
TP-24
r
/
1�r r
/ r
TP-24
(04 ft bls )
Asbestos -in -Soil
Material Description
Lab Results ( % Asbestos )
Brown Soil
PC 0.5
TP-24-1
Asbestos -Containing Materials
Material Description
I Lab Results ( % Asbestos)
Type
Gray Floor Tile
PC 8.0
Non -Friable
TP-24-1-2
Asbestos -Containing Materials
Material Description
Lab Results ( % Asbestos)
Type
Black Mastic
PC 6.9
Non -Friable
O TP-3
detected )
(_
Primary Area of Debris
(40-55% Debris)
Minor Area of Debris
v
(<5% Debris)
(_
1-3 feet of Surficial Debris
Abbreviations
ft bls feet below land surface
PC Point count
120 0 120
SCALE IN FEET
1 " = 120'
m
w
a
❑
Z
0
w
�Z
0
H
a
K
U
FITM
m
>
m
m
z
Z n
w
4 Y
U
O
w
a
W
o
=
a
O
U
Q
oil
0
M
w
CAN �
0
C�Z U
J O
Z '0' O W
V w V
Ya-�n2�2
z° 8 z rn ooa
J O I-
0U(DZw
LU 'T�=
L 0
a W W d LL 3r
On
w,
I—
z M
U)
V/
W
U N
W N
'p O
a
_j
N 0
COQ �aCO
U
o
y�
w
2
0
@ter
J
C0 v 0
0 Y
'o
z
'6 E
o Ca
a o
Q
o
o
O
H
U)
CO
�W/�
VJ
N
Q
U II
5-1
SHEET NUMBER:
C120227B

AECOM
Environment
Appendix A
Boring Logs and Test Pit Logs
March 2012

Client:
✓ I
Project Number:
AsECOM
Site Location:
Coordinates: Elevation:
Sheet: I of]
Drilling Method:
Monitoring Well Installed:
Sam le T e(s): � I Boring Diameter:
Screened Interval:
Weather:
SIr r,
Logged By:
Date/Time Started:
Wept o Borin : L
Drilling Contractor:
Ground Elevation:
jDatelTime Finished:
Water Level:
w
t
a
A
10
3
3
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
v a
q
o
o
a
E
w
o
]
odor, and Geologic Unit (If Known)
N
v
a
x
Qf `?:Own
2,
Sat
c
r1'\V &n L
3,
4
5
1 !�
�U^L
6
7
' 1
8
9
`
10
;AV
12�
13
14
15
"� t ✓1
t
03
,Q _t
16
17
18
19
20
NOTES:1lTl1Yn
Date
Time
Depth to groundwater while drilling
Check Date:

Client:
f%
�j
Project Number:
ACOM
Site Location:
Coordinates: Elevation:
Sheet: I of I
Drilling Method:
Monitorink Well lnstalled:
4E�
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather: 5
Logged By:
lDatelTime Started:
Depth of Boring: G
Drilling Contractor:
Ground Eleva on:
Date/Time Finished:
Water Level:
a
a
A
10
°
g
E
3
A
v,
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
A
a
A
w
v
�j
o
o
o
o
d
�
odor, and Geologic Unit (It Known)
.]
a o
0
x
1
��
`°` ► rrW1' 1
6
3
1 (�
1
4
Y
5
6
8
9
��� BSI LT
10
S
11
b ',e , Vim,
�.. �
,
, t 1 J
� 1 1
IPA12
13
L
14
15
^
,L
16
17
N�'l
19
Y
20
NOTES:
Date
Time
Depth to groundwater while drilling
v ' W
Checke Date: `w
v

t�
ACOM
Client:
l
Project Number:
Site Location:
Coordinates: A Elevation:
Sheet: 1 of]
Drillin Method: 111VA01e,
Monitorin Welllnstalled:
Sample T e s : Borin Diameter:
Screened Interval: _!
Weather: 1
Logged By: KDateffime
Started:
Depth o Borin 1
Drilling Contracto .
Ground Elevation:
Date/Time Finished:
Water Level:
w
q
Axi
o
a
a
o
c
o
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
odor, and Geologic Unit (If Known)
A
a
p
v
n y
O
c�
94
nc
4
5
1 ��
8
11
12
13
14�
��
r
15
16
1
✓~�1�
17
VA i
19
WYi'] I I n
20
� /� � � !'1
NOTESI1,Ir. % ✓�j1(/ V' J /1c����Jl-�J•�
„Dv t� W V"►' �
Date
Time
Depth to groundwater while drilling
Checked b Date:
v

Client:
Pro •ect Number:
Site Location:
COM
Coordinates: Elevation:
Sheet: 1 of]
Drilling Method:
Monitoring Well Installed: (�
Sample T e s : Borin Diameter:
Screened Interval:
Weather:
Logged By:
Date/Time Started: I
Depth o Borin :
DrillingContractor:
Ground Elevation:
Date/Time Finished:
Water Level:
x
a
a
a
3
v
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
A
w
v
Gj
o
o
o
$
a
odor, and Geologic Unit (If Known)
.a
a A
$
1
o L �Bwj\ eA -
A-
u
2
J�
Olt
Kgk1 is U {� T� � Lib
4
QI �
pre
6
1d W. U4 C IA, t �k1
'Ae-
Id
8
10.
11
12_
13
103
\1V
lm�l
14
I�
SONO
"ZV
i�
�pSa,,
IVWV\ \
15n
6 i�OGIV
'
Ica((
17
18
QI
SWTV5 � I
"C1
19
A "Cth
VW I
20
NOTES:
Date
Time
Depth to groundwater while drilling
Checked
�/_�[ �Q Q
�S
< �I
Date:

Client:
Project Number:
Site Location: t/ �W'*�
�t r�r
��
Coordinates:
w-
�j
Elevation:
Sheet: I of I
Drilling Method: %
Monitoring Well Installed:
Sam le T e(s): BoringDiameter: Z, 1
Screened Interval:
Weather: U fl 3
I^
Logged By: PQ)1
Date/Time Started: °!1 J$;OA
Depth of Boring:
Drilling Contractor:
W 0\1W
Ground Elevation:
Date/Time Finished: ! ai ! (p tq
Water Level:
A
�
a
�
a
_
a
V
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
v
component(s), moisture content, structure, angularity, maximum grain size,
A
o
o
odor, and Geologic Unit (If Known)
p
A Q
3
t N04 S6' l�
4
P v
6
\j
8
9
10
I1
12
13
14
15
16
17
18
19
20
NOTES:
Date
Time
Depth to groundwater while drilling
Checkedby Date: !2- 1 ✓) I

Client:
Project Number:
Site Location:
� tj�M��tCom
Z,r
Coordinates: Elevation:
Sheet: I of I
Drilling Method:
MonitoringWe11Installed:
Sam le T e(s): Borin Diameter:
Screened Interval:
Weather: tlp�Logged
By:
ate/Time Started:
De th o Borin :
Drilling Contractor:
Ground Elevation:
Date/Time Finished:
Water Level:
a
c
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
v
A
o
p
o
0
0
N
odor, and Geologic Unit (If Known)
]
a A
c�
�P 1 av�
3
�'�►�` �r �; Will\ SAND,
4c1n)
MCC
6
5l2S -I' ftM4) b0m) GPI7
ACV,
8
9
10
s'� ( W
11
12
13
14
15
16
17
18
19
20
,A
NOTES:V
Dale
Time
Depth to groundwater while drilling
Che Date:
Lwn

Client:
7T
Pro ject Num ber:
COM
Site Location:
Coordinates: Elevation:
Sheet: 1 of]
Drillin Method:
Monitoring Well Installed:
Sample T e s : Boring Diameter:
Screened Interval:
Weather:
Logged B :
Date/Time Started:
Depth o Borin :
Drilling Contractor:
Ground Elevation:
JDqte1TYmeFinihe&
Water Level:
x
A
H
a
A
°
c
.3
v
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
v 'a
A
o
o
o
o
n
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odor, and Geologic Unit (If Known)
a
a
MUM I� ��
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k boo baxw'� , vb
f P
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,
4
6
DOW J p`�
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Q-
04
8
t
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9
10
O
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11
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t
r
13
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l4
Q �
� � I�f ���ous
�a
i
)
15
CA16
17
18
19
20
NOTES:
Date
Time
Depth to groundwater while drilling
Check Date:
1 V

A t-
Client:
Project Number:
Site Location: rla'04 I p (1,
ACOM
Coordinates: A Elevation:
Sheet: I of]
Drillin Method:
MonitoringWell Installed:
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather:
Logged By:
Date/Time Started:
Depth o Borin :
Drilling Contractor:
Ground Elevation:
JDatelTime Finished:
Water Level:
v
E
a
10
a
A
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
A
o
O
o
o
d
]
odor, and Geologic Unit (If Known)
a
a
0
a
x
1
01
0 �
nn `'�� -�jW�� �
of
V �•� -"v' "l 1J I
W lY"� �•
2�15WIV1
L
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1i
4
c t U
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- q'i!5 U U
�5
o,
7
8
V.�'r :St LT UPI i v�
,q c
9
01
S
10
12
13
14
15
16
17
18
19
20
�J1�/ IC��('�A�I V 11\fW) W �CJS(�1�1 �
NOTES: (�
�D
Date
Time
Depth to groundwater while drilling
Chec Date: V
V/ 6 11

Client: tAf3,s
Pro'ect Number:0
Site Location: �dyh PC�COM
Coordinates: Elevation:
Sheet: 1 of]
Drilling Method: d,02,
Monitoring Well Installed: tj
,Sample T e(s): ) Boring Diameter:
Screened Interval:
Weather: SQ11N
Logged By: K,AIJU2,
jDatelTimeStartedJZ11-11 1 1',60 IDepth
o Borin :
Drilling Contractor:
W UQ
Ground Elevation:
Date/Time Finished: t 4 -11 Q4
Water Level:
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
w
component(s), moisture content, structure, angularity, maximum grain size,
5
v,
q
o
U
odor, and Geologic Unit (If Known)
o
a
x
a
0-Z Browr) M04) S y CLAN w
' .
('oq'%Z d�Mj �rnrnm 0Kp- r L
bn cK oece-S
.
2` I I !araW� S�/ CLAY
3
4
14^-IOiS��
c�.6' Mo►s� sa j CuAfl 3ri�,z
.Toh`gQ0h►
Jro Lt -I}y S00b q � t 1) �iN'►� r
5�drr,►
@ S .t►� ��
�
� P
q A r
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checkedby (//�/"" Date: CZ I

Client:
I
Project Number: 2.
Site Location:
`CO
' I
Coordinates: Elevation:
Sheet: 1 of 1
A
Drilling Method: BaAkCQ
Monitoring Well lnstalled:
Sam le T e(s): 50,
Boring Diameter:
Screened Interval:
Weather:.SUtt
lq 1
Date/TimeStarted:1�l•ll 1p;3Jr
De th o Borin :
Drillin Contractor:Wp
n:
Date/Twmuhed:l?^I II h;�
Water Level:
FL.ggedBy:%
RIALS: Color, size, range, MAIN COMPONENT, minor
), moisture content, structure, angularity, maximum grain size,
q
o
>
odor, and Geologic Unit (If Known)
a ra
a
x
TO(q/b roW)
orb �rsev� ,F�u„ (� lit 011t94ApUt p�
NC
2
�
2� � ���� I�o'd c�� �"o�� � �r!� 04Y
3
� l
4
�1
5
J
6
7
8
10
11
12
13
14
15
16
17
18
19
20
NOTES:
Date
Time
Depth to groundwater while drilling
Checked b Date:

L
Client:
Project Numher:
Site Location:
�Com
f�,
Coordinates: Elevation:
Sheet: 1 0 1
Drillin Method:
Monitoring Welllnstalled:
Sample T e(s): 1 Boring Diameter:
Screened Interval: 11
Weather:
Logged By:
Date/Time Started:
Depth o Borin :
Drilling Contractor.1
Ground Elevation:
jDatelTime Finished: I
Water Level:
w
a
a
c
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
v -a
Gj
o
o
o
W
o
U
b
N
odor, and Geologic Unit (If Known)
q
3
4
6
�✓ l � � t l" � <.hI�N w" �1
�.
l s►e
�1 O
5
8
I�
9
10
1
12
13
14
15
1
16
r
1
17
18
io
20
NOTES: �C`
Date
Time
Depth to groundwater while drilling
Ch ed:b Date:
W I

Client:
I
Project Number:i
Site Location:
A tl�l�fSCOM
,RZil
`
Coordinates: Elevation:
Sheet: / o /
Drillin Method:
Monitoring Well Installed: Ian
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather: nr
Logged By: LT
Date/Time Started:
Depth o Borin :
Drilling Contractor:
Ground Elevation: jDatelTime
Finished:
Water Level:
Q
..
a
c
a
v,
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
w
A
3
�
a
component(s), moisture content, structure, angularity, maximum grain size,
v a
q
o
o
c
E
o
W
o
b
odor, and Geologic Unit (If Known)
a
a Q
N
U
M
x
Q✓�- �i-o WA Sffds�
040
t
i�,l,`'C� l%1 � C 1
4
c x
5
6
act
U-�1 n �\nN 1.- iD
YV
7
9
l�
,
10
11
--11
12
13
14
15
16
17
18
19
20
o-
NOTES:
Date
Time
Depth to groundwater while drilling
Ch Date:

Client:
Project Number: I
!!'
Site Location: � U N� WC
Coordinates: Elevation:
Sheet. I o 1
���
Drilling Method: &ekVmZ
Monitoring Well Installed: !J
Sample T e(s): So l
Boring Diameter: z
Screened Interval:
Weather: S VI h 4L{
Logged By: , M jQn
JDatelTitne Started: �Z'�' Q 09 i 1tj
Depth o Borin :
Drillin Contractor: p
Ground Elevation:
Date/Time Finished: l -1'll 9, 510
Water Level:
;;
^•
a
�
Ci
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
a v
E
a
�
component(s), moisture content, structure, angularity, maximum grain size,
; a
q
o
A
odor, and Geologic Unit (If Known)
a Q
4.1
2
-'t1
3
4
�,,J (t`�' �•-lfySY IMVITtQ�/ H'112�t��UJ)
5
J
cWe l SILT
6
�•-�� ; i�t�w�� afy n,�e �CeOLS ' f ► �nr�
�s,'�-
7
s
9
v
10
11
12
13
#'r
14
15
16
17
18
19
20
t ` q
NOTES: �,I VY'PC1'Q`1 N qP�.�S � '*JU. �F�roX� � � 1rl a eP�,
Date
Time
Depth to groundwater while drilling
Checked b (// Date:

Client: K61-
Project Number:
Site Location: M01
COM
Coordinates: Elevation:
Sheet: / o /
Drillin Method:
MonitoringWe11Installed:
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather: S
Logged By:
Date/Time Started:
Depth o Borin :
Drillin Contractor:
Ground Elevation:
Date/Time Finished:
Water Level:
w
a
q
o
o
C7
A
a
a
3
co
o
a
a
ci
,
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
odor, and Geologic Unit (If Known)
a
a
w
v a
a A
1
�o
Cr u�
vk(otQom,
�� ��✓! ' k=.
>
4
5
7
84
8
9
io
jt:kbp")
12
13
14
15
16
17
18
19
20
NOTES:�/[/r
Date
Time
Depth to groundwater while drilling
- Re -- Date:
\I- \'�' - 61

Client.
Project Number:
�R��RR���rrr Com
Site Location:
Coordinates: Elevation:
Sheet: I of]
Drilling Method: 014AWC
MonitoringWe11Installed:
am le T e(s): BoringDiameter:
Screened Interval:
Weather:
Logged By:
Date/Time Started:
Depth o Borin :
Drilling Contractor
Ground Elevation:
Date/Time Finished:
Water Level.-
E
p
g
�°Q
v,
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
v
ra
o
o
o
d
odor, and Geologic Unit (If Known)
q
tJIVA6 fto'61�N
2
I
3
4
5
6
�k K v" t
7
I,
r(�,
oi)
1
�
J
10
12
t
13
14
15
16
17
18
i9
20
NOTES: � � W v V�
Date
Time
Depth to groundwater while drilling
Check

Client: KRS
P"1 -7
Pro'ectNumber:
Site Location:VK
Coordinates: Elevation:
Sheet: 1 of 1
�Ocom
Drilling Method: YjdIL
Monitoring Well Installed: ,
Sample T e(s): ,
Borin Diameter: 2,1
Screened Interval:
Weather: iurnj Zs
Logged By: �R1I%A
y
Date/Time Started: � j' II f.S m
Depth o Borin : r
Drillin Contractor`
Wo
Ground Elevatimr:
lDatelTime Finished: 12-1.1I ILKILK0
Water Level:
A
c
MATERIALS: Color, size, Mange, MAIN COMPONENT, minor
a
w
3
a
component(s), moisture content, structure, angularity, maximum grain size,
a
q
o
r
co
U
v
A
odor, and Geologic Unit (If Known)a
,
A
a q
c7
p _Z' 6,1 o rA, z, do'Yev 'YW) , Pvc
►(�.4Ut�.Rt�
2
3
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2, lar��ra�r��,E�,osS ��'1 AY 1 .
4
e,mo;Sif 5i1+Y SANb, If
5
PvC �►Pe W W&C- Irl *1
7
�,1tctTl ?
8
j2e ( C1f �qq
9
10
y
�Qjl
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
O
Checked"

Client: MU
Project Number:
Site Location: N
ACOM
U
Coordinates: Elevation:
Sheet: I of I
Drilling Method: qckt-pa Rvckat
Monitoring Welllnstalled:
Sam le T e(s): �
I Boring Diameter:
Screened Interval:
Weather: &jKhj
Logged By: M
Date/Time Started: -A I�
Depth o Borin :
Drillin Contractor:.
VJID\
Ground Elevation:
lDatelTime Finished:) -4 JCY.
Water Level:
E
a
a
.e
S
a
v
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
a v
Ca
3
a
component(s), moisture content, structure, angularity, maximum grain size,
A
Y
A
o
o
odor, and Geologic Unit (If Known)
a A
ks
2
l�
3
4
5
6
(�
8
9
10
11
12
13
14
15
16
17
18
19
20
NOTES:
Date
Time
Depth to groundwater while drilling
Checked b - v Date: I�� V

Client: hBs
�
9
Project Number: 6
Site Location: C
Coordinates: Elevation:
Sheet: 1 of]
Ecom
Drillin Method: cA O",
Monitoring Well Installed: AJ
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather:.301S d*
Logged By: ! " `>A,1H`�,
Date/Time Started: 1 i`• 10
Depth o Borin t
Drilling Contractor: k- (
Ground Elevation:
Date/Time Finished: •11 V` fi
ater Level:
A
A
o
�
v
A
a
3
a
a
A
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
odor, and Geologic Unit (If Known)
A
a
a
v
a A
i v*•-e .� �rl.,
2
3
4
l (rr-aY1(QA ,MA ) ��t� � �4 W�� d
6
7
8
9ft�
_
10
11
12
13
14
15
16
17
18
19
20
NOTES:
Date
Time
Depth to groundwater while drilling
Checkedby (/�%/ Date: �1I
-

Client: MBS
1 I P _,0
Pro •ect Number:
r�r
��a�
Site Location: V VC
Elevation:
Sheet: I of I
ASCOMCoordinates:
Drilling Method: i
Monitoring Well installed: Ili
Sample T e sJ: p j Boring Diameter:
Screened Interval:
Weather:
Logged By: M.AJ10_1i
JDatelTime Started: ' 'le -0iM
IDepth o Borin : 1
Drillin Contra cto : W p
Ground Elevation:
lDatelTime Finished: -11 10,15
Water Level:
v
q
o
3
v
a
U
]
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
odor, and Geologic Unit (If Known)
a
v
v a
a Ca
1
1
�-!1 (�t�Wel�-►��►Sk SL +1a-oC���n�C Sra7c?y (LAY.
/
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked by Date.

Client:
Project Number: 6 D Z2 99ffS
Site Location:
Coordinates: Elevation:
Sheet: 1 of]
ASWOM
Drilling Method: di
Monitoring Well Installed:
Sam le T e(s): Sp j
I Boring Diameter:
Screened Interval:
Weather: 501t1
Logged By: 1fm
IDatelTime Started: It Woo
JDepth o Borin :
Drilling Contractor: C
Ground Elevation:
Date/Time Finished: 'il lt',41
Water Level:
A
E
v
a
v
a75
MATERIALS: Color, size, range, MAIN COMPONENT, minor
A
a
v
compmtent(s), moisture content, structure, angularity, maximum grain size,
A
o
]
odor, and Geologic Unit (If Known)
A
a A
a
2
3
4
L l
LAl��
�1
5
6
7
8
ut
1.
10
11
12
13
14
15
16
17
18
19
20
NOTES:
Date
Time
Depth to groundwater while drilling
Checked by Date: ✓� ..

Client.
Project Number:
Site Location:
AAECOM
Coordinates: Elevation:
Sheet: 1 of]
Drillin Method:
Monitorin We// Installed:
S m le T e(s): Borin Diameter:
Screened Interval:
Weather., NJ v n Q. o
LoggPdBy:ffl
Date/Time Started:
Depth of Borin :
Drilling Contractor.
Ground Elevation
IDatlTi., Finished: k2i V
I
Water Level:
v
a
"
c
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
w
a
n
component(s), moisture content, structure, angularity, maximum grain size,
�j
o
o
o
m
o
a
odor, and Geologic Unit (If Known)
A o
a
N
c�
a
x
per; yo�Nrl too
1
p
SILT
2
3
of
WTsa"1 S{ I
4
5
sl
J�
6✓�
7
'
8
9
c ��il✓� `+ice" � m `'l"�` � � � � 1 `v
v
10
11
12
13
14
15
16
17
18
1^>
20
NOTES:
OL
Date
Time
Depth to groundwater while drilling
CI Date: I I'
i
V

Client:
✓
Project Number:
Site Location:
AE
COM
Coordinates: Elevation:
Sheet: I o I
Drilling Method:
Monitoring Well Installed:
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather:
Logged By: IDatelTime
Started:
De th o Borin : l
Drillin Contractor
Ground Elevation: jDatelTime
Finished:
Water Level:
w
a
c
E
MATERIALS: Color, size, range, MAIN COMPONENT, minor
Ca
a
w
a
component(s), moisture content, structure, angularity, maximum grain size,
n xa
°
q
o
o
£
_o
o
d
a
odor, and Geologic Unit (If Known)
a
q
a °
2
3
p
N�I 1j1 I "ll
v `•°"
yI
4
6
SVGI 1 C 1n
to
9
10
11
12
13
14
15
16
17
18
ii
20
NOTES:
Date
Time
Depth to groundwater while drilling
Che Date:
Lwam
\- I t

Client: K2D
��Project
Number:
Site Location:
ACOM
Coordinates: 1. 1 Elevation:
Sheet: I o I
Drilling Method: N OMD&
Monitoring Well Installed:
Sam le T e(s): Sb j Boring Diameter:
Screened Interval:
Weather:
Logged By:
c
Date/Time Started:
De th o Borin :
Drilling Contractor:
Ground Elevation:
Date/Time Finished:
Water Level:
A
4
A
°
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
w
Ca
component(s), moisture content, structure, angularity, maximum grain size,
v 'a
Q
o
o
o
d
odor, and Geologic Unit (If Known)
a
a q
1
o
`
o/ i D '�
ks,+r� VCui
3
y�
L
\�
�/
4
.37
Jess
�V
"e
10
V
11
12
13
14
15
16
17
18
,o
20
y q
NOTES:/pe
Date
Time
Depth to groundwater while drilling
`�
C V Date:

-
Client: —
Pro ject Number:
Site Location:
ACOM
Coordinates: Elevation:
Sheet: I of]
Drillin Method:
Monitoring Well Installed:
Sam le T e s): BoringDiameter:
Screened Interval:
S
Weather:
Logged B :
Date/Time Started:
De th o Borin :
Drilling Contra c o
Ground Elevation:
Date/Time Finished:
Water Level:
a
A
3
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
v
v a
q
o
>
b
�5
odor, and Geologic Unit (If Known)Fi
a A
1
� t
� ✓!/ ��jC 1✓ 1 V �1 V 1 J ��n`�
l
2
T11A
3
✓ �o �
4
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V i
5
MJAI
6
C
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7
1
CIS Wood `S
9
V6—LiL�
ll�� _
4
DD
10
11
12
13
14
15
16
17
18
19
20
NOTES: � 71n�yV►111 J
Date
Time
Depth to groundwater while drilling
/e

Client:
Project Number:--
Com
Site Location:
Coordinates: Elevation:
Sheet: 1 of 1
Method:
MonitoringWe11Installed:
.Drilling
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather: S rp
Logged By:
Date/Time Started:
Depth of Boring:
Drilling Contractor.
Ground Elevation:
jDatelTime Finished:
Water Level:
a
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
v a
A
o
o
E
o
m
o
g
d
odor, and Geologic Unit (If Known)
q
ZPA
2M,
3'
4
I
V," V� _ r
, I
C"1
5V'�r
1�1'
7
S
�a
' J
9
a
10
11
12
13
14
15
16
17
18
lY
20
Date
Time
Depth to groundwater while drilling
NOTES:
I 1
Check Date: v

r>
Client:
Project Number:
Site Location:
�L=Com
Coordinates: Elevation:
Sheet: 1 of]
Drilling Method:
Monitoring !Eel stalled:
Sample T e(s):
Boring Diameter:
Screened Interval:
Weather:
Logged By:
Date/Time Started:
Depth o Borin :
Drilling Contracto .
Ground Elevation:
jDatelTime Finished:
Water Level:
a
c
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
a
w
a
ra
o
p
a
a
_o
PO
o
V
N
a
odor, and Geologic Unit (If Known)
a
a Q
N
z
x
`v
'st LT aI
4
t 1
5
7
y
l,Q �/ —tb ,
(
I LA
9
n
S
10
�v 1
11
12
13
14
15
16
17
18
io
20
Dale
Time
Depth to groundwater while drilling
NOTES:
Chec - Date:
I- U v

.^^
Client:
Project Number.
Site Location:
_ —COM
Coordinates: 14 —Elevation:
Sheet: 1 of 1
Drillin Method:
Monitoring Well Installed:
Sam le T e s : Boring Diameter:
Screened Interval:
Weather:
s
Logged By:
Date/Time Started:
Depth o Boring:
Drilling Contractor.
Ground Elevation:
Date/Time Finished:
Water Level:
w
A
a
n
c
6
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
n
2
V
a
3
a
component(s), moisture content, structure, angularity, maximum grain size,
�
a
q
o
0
a
o
o
odor, and Geologic Unit (If Known)
a n
14
x
2
3
4
lam' 1 t
� J � MM
, lal
6
- V14M �lv I
Y� I
7
8
L
10
rq
11
12
13
14
15
16
17
18
in
20
n' ^,6
NOTES �!'A�Y"11/�'
Date
Time
Depth to groundwater while drilling
Che Date: b `�

Client:��/��
Pro'ectNumber: (,-0
Site Location.
D V JJ f
Coordinates: Elevation:
Sheet: I of I
AECO
Drilling Method: ftft
MonitorinizWell Installed:
,Sample T e s : 6011 Boring Diameter: 2
Screened Interval:
Weather:
Logged By: M• A.I «1
Date/Time Started:,''- 02-J1 13,`3A
De th o Borin :
Drilling Contractor:
Ground Elevation:
lDatelTime Finished: )0
1 Water Level:
A
v
Z
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a v
[a
3
a
component(s), moisture content, structure, angularity, maximum grain size,
a
q
o
>
v
]
odor, and Geologic Unit (If Known)
C7
vJ& 5a�� CLAY C1
1 -
MC P►�� ���n� @ N �', P, � ���P ��� �
2
p1 pitC2 0 �► V Uln ,
3
4
5
6
7
h_Z) "fe►i)l><",
9
]0
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked by Date: ��'

Client: h4�5
TP 30
Pro'ectNumber:
Site Location: U
cl
Coordinates: Elevation:
Sheet: 1 of 1
Com
Drillin Method: RAR��
Monitoring Welllnstalled: ►J
Sample T e(s): CS p , Boring Diameter: '�
Screened Interval:
Weather: SUH SQS
Logged By: MV 12� ,
Date/Time Started: C-L-1) j%20
Depth of Boring: '
Drillin Contractor: Pgif
pi
Ground Elevation:
Date/Time Finished:IZ27i) Ni i46
Water Level:
A
A
;
c
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
q
3
a
component(s), moisture content, structure, angularity, maximum grain size,
; a
q
o
U
]
odor, and Geologic Unit (If I(nown)
a
a ra
I
0ll� MAiS"i1 )�-OVJ .4- C ruS�0'.r rur, vJiA41
1
012SC1 ��0�,
2
_3' T6.11 w,t,;s} w f
I
3
3-5 'Re a '.s j-I "U If �"oust
U';
4
rl S W 11d SALT
5
Jam ©
6
�.
0
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checkedby Date:

%L =Co
Client: M,95
�p I
Project Number: I
Site Location: D jj
II J
Coordinates: Elevation:
Sheet:
Drilling Method:
MonitoringWell Installed: /J
Sample T e(s): Sv E Borin Diameter:
Screened Interval:
Weather: -Sdhm 55Q 3
Logged By: tl, l2nt
iDateffimeStarted.9 Z"11 15',Co
Depth o Borin :
Drilling Contractor: rarkit UJO4
Ground Elevation:
Date/Time Finished: Q,7-11 J 5 i
Water Level:
5
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
w
n
3
a
component(s), moisture content, structure, angularity, maximum grain size,
; a
n
o
a
o
o'
odor, and Geologic Unit (If Known)
s
c�
a
x
Gr mots 4-,o vid crawl 4- crust- r rur,
2
t>S_�1�1� wtr�t�'i'/ Sarl�� CLAY
V
3
4
5
6
'
40rn441 Ltd 5i r s'1�� d cM,z�i >1� Sant®
7
s
9
'Test- P'�" ►n �, his �t�
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Ch.,.k.d by Date: ` rt

i a n n
Client:
Project Number:
Site Location:
AZWO
J
Coordinates:
Elevation:
Sheet: 1 0 1
Drilling Method:
Monitoring Well stalled:
Sample T e(s): Boring Diameter:
Screened Interval:
Weather:
j5US r n
Logged By:
Date/Time Started:
Depth o Borin :
Drilling Contractor:
Ground Elevation: IDatelTime
Finished:
Water Level:
A
v
a
9
1u
G
8
a
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
A
a
v
r;, 7a
Gj
o
o
EL
_o
o
d
a
odor, and Geologic Unit (If Known)
A
a
a Q
c2
oBIND
� pGf'�
2
3
0 G
� �w " � / �i� •�
4
n A ofm
5
6
Yv C
t V�
7
8
9
c
10
Y�
I1
12
13
14
15
16
17
18
20
^ j
NOTES:
Date
Time
Depth to groundwater while drilling
01 c ed Date:

A n
Client:
J
Pro'ectNumber:
r Com
Site Location:
Coordinates: Elevation:
Sheet: I o I
Drilling Method:
MonitoringWe11Installed:
Sam le T e(s): Boring Diameter:
Screened Interval:
Weather:
Logged By: 0 V, j
IDateffime Started:
Depth o Borin :
Drilling Contractor:
Ground Elevation:
jDatelTime Finished:
I
Water Level:
a
a
A
°
a
.°a.
n
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
na
A
o
fl
o
oo
o
a
odor, and Geologic Unit (If Known)
a
A
0
3
4
��
, �1.�,ay vim- J IN
I
I
5
DJ
7
�
9
CKi' v vY
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Ch Date: IPA N�

com
Client:
Project Number:
SiteL
Site Location:
Coordinates: Elevation:
Sheet:
Drillin Method: q( a
Monitoring Well Installed:
Sam le T e(s): e5 BoringDiameter: "
Screened Interval:
Weather. is li tl. . 4kc
Logged By: +l
DatelTime Started.12.1-11 03Depth
of Boring:
Drilling Contractor:
Ground Elevation:
jDatelTime Finished: IZ:-•11 oq;1,5
Water Level:
v
q
A
o
o
�
a
o
�
c
g
E
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
odor, and Geologic Unit (If Known)
A
a
w
a
1
e
a
2
3,
4
5
6
7
8
9
—
—
W
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked by Date: — —�)

Client: KESP-35
1
'
ProjectNumber. '" 6
Site Location: p LN) ;
Coordinates: Elevation:
Sheet:
Drillin Method:
Monitoring Well Installed:
,Sample T e(s):
Boring Diameter:
Screened Interval:
Weather: t 'y�yT,
Logged By. 11
Date/Time Started: - -11 99; 0
Depth of Boring:
Drilling Contractor: -
Ground Elevation:
Date/Time Finished:17-8-1% OI
Water Level:
a
q
N
o
a
A
a
c
r
"
o
(Yi
[
g
V
a
v
A
N
]
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maadmum grain size,
odor, and Geologic Unit (If Known)
a
w
Toil rot nr emn �,s � '�'4 n;e 4-r' p%Q C i J k,
2
3
®e®
4
5
9 �®
e
8
9
e �,
10
11
12
13
14
15
16
17
18
19
20
NOTES:
Date
Time
Depth to groundwater while drilling
Checked by Date:

cPP
mj%
Client: KU
/
` I t
Project Number. 7
Site Location: iJ
Coordinates: Elevation:
Sheet:
jDrilling Method: (
Monitoring Well Installed:
Sample T e(s): a Boring Diameter: I
Screened Interval:
Weather: y ! �
Logged B cM- AUN
DatelTime Started.44- '11 1 T.2,5
Depth of Boring:
DrillingContractor:
krf D
Ground Elevation:
Date/Time Finished: l2- -11 13;P
Water Level:
v
a
q
s
o
0
t�
a
a
o
a
o
a
0
�
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maximum grain size,
odor, and Geologic Unit (If Known)
a
a v
E
a A
2
V
3
�®
4
5
Q'0
6--
tJ(il @ 1
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked, Dater-

AXOM
Client:
Number:
SiteLProject
Site Location:
Coordinates: Elevation:
Sheet. -
Drilling Method: gadgrz
Monitoring Well Installed: JQ
Sam le T e(s): -SWI Boring Diameter:
Screened Interval:
Weather: 6 L)Pil1
Logged By IA,AIIQA
Date/Time Started. -11 P5
Depth of Boring: t
Drilling Contracto,
Ground Elevation:
Date/Time Finished:12-8-) 1t"K
Water Level:
v
a
c
V)
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
w
`a
N
A
of
component(s), moisture content, structure, angularity, maadmum grain size,
ej
n
o
o
a
odor, and Geologic Unit (If Known)
p
p A
a
o
-17
2
3
I� erg
rJ + J
4
5
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked by Aa Date: -Jf

�/
AZCO-
Client: MRS
�P -36
Project Number: .0 ,3
Site Location: A''t
lo
Coordinates: Elevation:
Sheet:
Drilling Method: f3&&Oe,Monitoring
Well Installed:
Sam le T e(s): pi I BoringDiameter:
Screened Interval:
Weather:. ' r r7 0S
Logged By: M,Mva
jDatelTimeStarted.-(2:8-1) 1;0,0
Depth of Boring:
Drilling Contractor: Itf QtT
Ground Elevation:
Date/Time Finished:) - -11 lied
Water Level:
v
a
c
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
i
component(s), moisture content, structure, angularity, maadmum grain size,
A
;,
q
o
a
o
o
odor, and Geologic Unit (If Known)
a A
O
m
1
g 2' -Tot, � j -ID S}� s� };� A-0
9 0
2
,l
1 c7p: Q(b(��: ,,Ni�',ST �'lila,lell�i�J �►
3
4
5
0 J)
u
tee,
d
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked" Dater

Client:h
th
Project Number.-
•TP
AZCOM
���
Site Location: DvrtiA A1(
Coordinates: Elevation:
Sheet:
�
DrillingMethod: 0.(-e.
Monitoring Well Installed: IJ
Sample T e(s): Boring Diameter:
Screened Interval:
Weather: kf,
Logged By: , MQn
lDateffime Started:) - '1) 1 11O
De th o Borin
Drilling Contractor: r('0. Woi
Ground Elevation:
DatelTime FinishedQ-- -11)
Water Level:
q
h
o
a
A
a
G
a
o
(it
o
U
a
y
N
aS
MATERIALS: Color, size, range, MAIN COMPONENT, minor
component(s), moisture content, structure, angularity, maidmum grain size,
odor, and Geologic Unit (If Known)
a
a
w
v
Q
2
3
0 ��
4
5
Q
6
7
.�
8
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked b

Client: MRS
Project Number:
Site Location: w
Coordinates: Elevation:
Sheet: 1 of 1
COM
Drillin Method: i fz Q 10low *' 0 e&r I
Monitoring Well Installed:
Sam le T e s : pl Boring Dia ter: L
Screened Interval:
Weather: 't LkR
Logged By: in
Date/Time Started: 1. 9 li 1 l40
Depth o Borin
Drillin Contractor: V)4V* \)AIVW
Ground Elevation:
Date/Time Finished:ll^Zg •11 11)0,�
Water Level:
A
v
Ei
A
10
;
rn
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
v
a
A
3
a
component(s), moisture content, structure, angularity, maximum grain size,
A
o
o
a
w
o
v
]
odor, and Geologic Unit (If Known)
a
A
A 0
a Q
O-'-i Brul °o'n +'�1� low++ flij►op'% &Vkse-
1
O
SQy CLAYso\ -Ftl� a�brt3. S�"►�11t
3
4
5
b5�
Sl�n1� �w►Za�uS), {�z�-rblZo,� ��e r �,rev�►��
bray
spa►* iatx -15! w►-, s�� oQ t-
7
8
9
SS
10
12
13
14
15
16
17
18
19
20
Dale
Time
Depth to groundwater while drilling
NOTES:
Checked b Date:

Client: MRS
ACOM
!�
Project Number: GQZZ
Site Location: o
Coordinates: Elevation:
Sheet: , p7
Drillin Method: 4ntlevj °^ U Q
Monitoring Well Installed:
Sample T e(s): jt}0F1
ff
1Y r' Boring Diameter: Ip
1
Screened Interval: fg -4
Weather: ( 1001L 7y,
Logged By:MiA11 to
Date/Time Started:11-2S-11 15M-0
Depth o Bonin :
Drilling Contractor: NrAT WtvlfGround
Elevation:
Date/Time Finished: U- •11 ►LM
Water Level:
�
E
MATERIALS: Color, size, range, MAIN COMPONENT, minor
2
v
n
3
a
component(s), moisture content, structure, angularity, maximum grain size,
a
q
o
a
o
o
odor, and Geologic Unit (If Known)
R
o
1
ih 4rNtq° e+lCi,�r �d� �1—/�•j vJ/ Srs�i
2
3
5
a- Gl 4
6
7
8
9
10
11
12
!I- (S 61411 J �-� `b ��i ��" �Z�S 3 t^�►r r v5
13
5AN® +k,
14
15
DPT Revs ►5 ` 13c� wig p
16
�Gii1„� CQr+.,v@d yJ�l•ol�4w S°"1 �UttQsC
V
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked b

Client: ri
A CO
�""�
Project Number:
Site Location:
Coordinates: Elevation:
Sheet: 2 2-
Drilling Method: 6a Ip 1 Y-t o &fI bp-r
Monitoring Well Installed:
Sample T e(s): Boring Diameter: 0
Screened Interval:
Weather: (1904 0s,
Logged By: 14AIQ,11
JDatelTime Started: 1a"Z71 151*121C
Depth Borin: Z
Drilling Contractor:
I
Ground Elevation:
IDatelTime Finished: NZ
Water Level:
A
`✓
v
F
A
g
c
U)
MATERIALS: Color, size, range, MAIN COMPONENT, minor
=
o v
o
component(s), moisture content, structure, angularity, maximum grain size,°
a~
0
o
F
o
odor, and Geologic Unit (If Known)
j O
0
w
1L1
7,2
23
4
Z
�50
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked bX Date:

Client: tAf3s
AECO
,d '--3
J
Project Number: n 3
Site Location: bv! ' "1 N
Coordinates: Elevation:
Sheet:
Drilling Method: ppT40 I W V 2r
Monitoring Well Installed:
Sample T e(s): nV . VJ
Ili Boring Diameter:
Screened Interval: H
Weather: C�C
Logged By: M,{a M
Date/Time Started: Il L9-1I -0$10
De th o Borin :
Drilling Contractor: W
Ground Elevation:
jDateffime Finished: la'Z9'I 1I:15
Water Level:
cc
ci
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
Ev
C]
,
component(s), moisture content, structure, angularity, maximum grain size,
C]
o
a
Ei
o
o
odor, and Geologic Unit (If Known)
r
a o
0
�.3,5 e�� J���J ►s , s�►]a� cLA�
2
ofw-tq��Toil) 1^%ziS4- rj 1 � l mj!Jl'L
4
`'�1►C0.LQ.�v� SIJ�U
5
6
7
8
9
10
11
06 1 ��5r
12
13
14
15
16
17
18
5 r us e b
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked b i!/ Date: 11-499 1

FBClient: -.�A
A SCO
/'
f, J it
"V
Project Number:
Site Location: BD r- OYA Ot
Coordinates: Elevation:
Sheet: ( of
Drilling Method: �i NQ A W s u t
Monitoring Well Installed:
Sample T e(s): C—MVh ilJ Li 'Borin Diameter:
Screened Interval: 4,s - ,
Weather: EZ
Logged By: 14) Ab tki
jDatelTimeStarle&11-091 f 2 `^
De th o Boring: I e5
Drilling Contractor: "rk a
Ground Elevation:
jDatelTime Finished:I K9 11 Is'."
Water Level:
o
v
E
q
a
n
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a
a 4
a
Q
"
component(s), moisture content, structure, angularity, maximum grain size,
„ s
q
o
a
E
3
o
F4
>
b
a
o
q
odor, and Geologic Unit (If Known)
a
o
Qrrwl-\1 +61 w1os lt-u �-� wz�
1
c,al t W Ssva
2
3
5
6
7
s
9
10
11
12�-
13
14
15
16
17
18
19
20
ty w►19+5 �b 3
Date
Time
Depth to groundwater while drilling
NOTES:
Checked by Date:

Client: (AM
COProject
i W r �j
Number: -) -1
Site Location: N N"
�J
Coordinates: I Elev tion:
Sheet: 'D 2
Drillin Method: He,�iv v'+'1 ,)Qf bPT I A;r tnJ
Monitoring Welllnstalled:
Sam le T e(s): rgr wftr Boring Diameter: !1
Screened Interval: 1'7-Z t
Weather: ' v p
Logged By: ("l, �12g1
Date/Time Started: !1'L9'�1 )tt'Y`�
a
De th o Borin
Drillin Contractor: tsT C,
Ground Elevation:
Date/Time Finished:) (- -11 15'
Water Level:
Q�
-
.�
o•
Ca
c
1
0'
MATERIALS: Color, size, range, MAIN COMPONENT, minor
a,
h
�
A
�
A
vUS
component(s), moisture content, structure, angularity, maximum grain size,
q
o
a
o
W
o
;
odor, and Geologic Unit (If Known)
A
a Q
o
A
v
a
1
fl`'r1 Psmwhf ocdrizfyi,�o►C}� s�lr►I CLAD
2
3
4
.�
DpT 4054 Ali ,•t,� 6
5
6
7
8
9
1096Tb
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked b Go- Date:

Client:
A BCO
.5
Project Number: 3W
/'
Site Location: &gl vl
Coordinates: Elevati n:
Sheet: Z 9 . 2-
Drilling Method: allow sh-i GfrIbUtAir
Monitoring Well Installed:
T e(s): Q Borin Diameter: 6
Screened Interval: f
-Sample
Weather: C BV "MS
Lo y INS
gged B : Mi %
1
Date/Time Started: ��' g�liTt
Depth o Borin : '
Drillin Contractor: &(
WO
Ground Elevation:
Date/Time Finished:! 14 —!1 15'.,
Water Level:
c
c
MATERIALS: Color, size, range, MAIN COMPONENT, minorci
c
V
Q
o
component(s), moisture content, structure, angularity, maximum grain size,
a
Ca
_o
a
H
3
o
o
odor, and Geologic Unit (If Known)
a
o
co
22
v
24
1,5
L6
77
s
9
10
11
12
13
14
15
16
17
18
19
20
Date
Time
Depth to groundwater while drilling
NOTES:
Checked by Date: