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LIMITED PHASE II
ENVIRONMENTAL SITE ASSESSMENT
3400 Yonkers Road-Kimshe
3400 Yonkers Road
Raleigh, North Carolina
Project No. ENMO130235.01
Prepared For:
Capital Bank
4901 Glenwood Avenue
Suite 150
Raleigh, North Carolina 27612
Prepared By:
The EI Group, Inc.
2101 Gateway Centre Boulevard, Suite 200
Morrisville, North Carolina 27560
Phone: (919) 657-7500
March 11, 2014;
Reissued December 30, 2014
LIMITED PHASE II
ENVIRONMENTAL SITE ASSESSMENT
Conducted on
3400 Yonkers Road-Kimshe
3400 Yonkers Road
Raleigh, NC 28752
for
Capital Bank
4901 Glenwood Avenue
Suite 150
Raleigh, North Carolina 27612
EI Project No.: ENMO130235.01
Issue Date: March 11, 2014
Reissue Date: December 30, 2014
_____________________________
Darren R. Lockhart, P.G. Michael L. Walker, P.E., CEM, LEED
Manager, Environmental Operations AP, V.P. Energy & Environment
Prepared By:
The EI Group, Inc.
2101 Gateway Centre Blvd., Suite 200
Morrisville, North Carolina 27560
(919) 657-7500 FAX (919) 657-7551
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
TABLE OF CONTENTS
1.0 INTRODUCTION ..................................................................................................................... 1
1.1 Prior Assessments ...................................................................................................... 1
1.2 Purpose........................................................................................................................ 2
1.3 Scope of Work ............................................................................................................ 2
2.0 SITE CHARACTERISTICS .................................................................................................... 4
2.1 Site Location ............................................................................................................... 4
2.2 Site Description .......................................................................................................... 4
3.0 FIELD ACTIVITIES ................................................................................................................. 5
3.1 Monitoring Well Installation .................................................................................... 5
3.2 Monitoring Well Elevation Survey .......................................................................... 5
3.3 Site Hydrogeology ...................................................................................................... 5
3.4 Groundwater Quality Sampling ............................................................................... 6
3.5 Groundwater Quality Analysis ................................................................................. 6
3.6 Soil Test Borings ......................................................................................................... 6
3.7 Soil Lithology ............................................................................................................. 7
3.8 Soil Sampling .............................................................................................................. 7
3.9 Soil Analysis ................................................................................................................ 7
4.0 LABORATORY ANALYTICAL RESULTS ........................................................................ 8
4.1 Laboratory Analytical Results – Soil ....................................................................... 8
4.2 Laboratory Analytical Results – Groundwater ...................................................... 8
5.0 POTENTIAL RECEPTOR SURVEY .................................................................................... 9
6.0 SUMMARY OF FINDINGS AND DISCUSSION............................................................... 10
LIST OF TABLES
Table 1: Monitoring Well Information Table
Table 2: Laboratory Analytical Results - Soil
Table 3: Laboratory Analytical Results - Groundwater
LIST OF FIGURES
Figure 1: Site Location Map
Figure 2: Aerial Photograph
Figure 3: March 2013 Phase II ESA Soil Boring and Sampling Locations
Figure 4: March 2013 Phase II ESA Analytical Results Map
Figure 5: February 2014 Phase II ESA Soil Boring and Sampling Locations
Figure 6: Groundwater Flow Map
Figure 7: February 2014 Phase II ESA Analytical Results Map
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
Figure 8: Radius Map
APPENDICES
Appendix A – Soil Boring Logs and Well Construction Records
Appendix B - Laboratory Analytical Report
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
1.0 INTRODUCTION
The EI Group, Inc. (EI) has completed a Phase II Environmental Site Assessment (Phase
II ESA) of the commercial property located at 3400 Yonkers Road in Raleigh (Wake
County), North Carolina. On February 17, 2013 EI mobilized to the property along with
Troxler Geologic Services, a licensed direct push technology/drilling contractor to
implement the soil boring program for the soil and groundwater quality assessment.
This report includes a brief summary of the scope of work conducted, findings, and
conclusions. Figure 1 shows the location of the site. Figure 2 contains an aerial
photograph of the site. Table 1 and Table 2 summarizes the laboratory analytical results
for the soil and groundwater assessment of the subject property, respectively. Soil boring
logs and well construction records are presented in Appendix A. The laboratory
analytical report is presented in Appendix B.
The following report is provided for the sole use of Capital Bank and John S. Carbone,
LLC or their affiliates, agents, or designees with a security interest on the subject property
for the project for which it was prepared. Use of this report by any third parties will be at
the party’s sole risk, and EI disclaims any liability for any such use or reliance by third
parties.
1.1 Prior Assessments
EI performed a Phase I Environmental Site Assessment (Phase I ESA) at the Subject
Property in February 2013. According to the February 2013 Phase I ESA, Kimshe, LLC
has owned the property since 2005. The subject property was improved with one light
industrial building and is occupied by Hughes Kitchen and Bath Collection, and has been
since approximately 2005. Prior to 2005, the subject property was occupied by a light
industrial facility from the time of its development in 1965. Prior to 1965 and back to 1949,
the subject property existed as undeveloped land. The Phase I ESA identified one recognized
environmental condition in connection with the Subject Property:
One REC associated with the long term industrial/light industrial use of the subject
property, including unknown nature of all former onsite electronic laboratory
operations.
On March 14, 2013, EI conducted a Limited Phase II Environmental Site Assessment (Ltd.
Phase II ESA) to determine whether the Subject Property was impacted from prior usage
and onsite electronic laboratory operations. The Ltd. Phase II ESA was conducted under
the supervision of Mr. Darren R. Lockhart, Professional Geologist with EI. Specifically,
five (5) soil borings (SB-1 through SB-5) were advanced at presumably downgradient
locations adjacent to the rear of the site building and east of the building for continuous
soil screening and sampling (refer to Figure 3). There were no olfactory, visible and
instrumental indications of impacts observed in the soil cores down to groundwater. The
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
2
water table was encountered between 18.0 and 20.0 feet bgs across the site. As there were
no indications of impacts (i.e., visual, olfactory, and instrumental) in the soil cores at
shallow depths, soil samples were collected in unsaturated soils just above the water table.
SB-1, SB-4 and SB-5 were advanced to intersect the water table and install temporary
monitoring wells (TWs) for groundwater sampling. The boreholes were converted to
temporary wells by inserting a clean 1-inch slotted PVC column across the water table.
All borings were properly plugged and abandoned following field activities.
The March 2013 assessment disclosed the presence of two PAH compounds in subsurface
soils at one location; however, the reported concentrations were at low levels and did not
exceed the respective Soil-to-Groundwater MSCCs. Based on the location and depth of
the sample and the lack of field indications, the reported presence of these compounds
were attributed to borehole cave-in from the asphalt surface and road base material; and
such, not regarded as a concern. Additionally, the March 2013 assessment disclosed the
presence of TCE in two of the three groundwater samples (SB-4 TW and SB-5 TW) with
one of the sample SB-4 TW containing TCE at 9.8 µg/L, which exceeded the NC 2L
groundwater quality standard of 3.0 µg/L. Refer to Figure 4. As this exceedance is
reportable to the NCDENR, DWM, Inactive Hazardous Sites Branch (IHSB), it was noted
that upon review of this information, further assessment may be required to determine the
source(s), nature and extent of contamination at the subject property; and corrective action
may be necessary to bring the site into compliance with applicable State rules.
In December 2013, EI was engaged to re-assess the Subject Property via a Phase I ESA
subsequent to acquisition of the Subject Property by Wells Fargo via foreclosure.
Reportedly, there were no noteworthy differences in site conditions, usage and occupancy,
except that the March 2013 Ltd. Phase II discovered a NC 2L violation due to TCE
groundwater impacts. As such, further assessment was recommended to re-evaluate
groundwater quality.
1.2 Purpose
This Phase II ESA was performed to re-evaluate the groundwater impacts previously
identified and to determine the extent of those impacts. In addition, the Phase II ESA
would include groundwater mapping and a survey of the surrounding vicinity for potential
receptors and sensitive environments in order to evaluate their potential to be affected by
environmental impacts originating from the Subject Property.
1.3 Scope of Work
To meet the objectives of the Limited Phase II ESA, EI implemented a soil and
groundwater sampling and analysis program using Direct Push Technology (DPT) and
solid-stem rotary auger methods for monitoring well installation. This report describes the
investigation and represents a reasonable effort to quantify these potential environmental
concerns.
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
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Specifically, EI followed the proposed scope-of-work, which included:
Underground utility location
Completion of ten (10) soil borings advanced to desired depth or groundwater
using DPT methods for sampling and analysis;
Installation of seven (7) Type-II, 2-inch permanent groundwater monitoring wells
to assess groundwater quality;
Horizontal and vertical survey of the monitoring wells for mapping of groundwater
flow;
Containerizing and preserving selected samples via laboratory-prepared containers
and standard chain-of-custody for laboratory analysis;
Lab analysis of samples, ten (10) soil and seven (7) groundwater, for volatile
organic compounds (VOCs);
Survey of surrounding vicinity for potential receptors and sensitive environments;
Preparation of a final report that documents the field activities and presents a
summary of findings along with our conclusions and recommendations.
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
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2.0 SITE CHARACTERISTICS
2.1 Site Location
The subject property is located in Raleigh, Wake County, North Carolina and is addressed
as 3400 Yonkers Road in the Wake County records. The subject property is located on
the south side of Yonkers Road and I-440, approximately 1,300 feet northwest of the
Yonkers Road/I-440 and New Bern Avenue intersection.
The subject property is contained by one irregularly-shaped, 5.68-acre parcel of land
referred to by parcel identification number (PIN) 1724252035 in the Wake County
property records. The subject property is partially described as “being all of Lot # 1 as
shown on that certain plat entitled ‘Bras D’Or Subdivision Plat, Prepared for Bras D’Or
Nominee Realty Trust, City of Raleigh, Wake County, NC’ dated October, 2004…” The
subject property is better described in Deed Book 11703, Page 2299 at the Wake County
Register of Deeds office in Raleigh.
2.2 Site Description
The current owner of the subject property parcel is recorded as Wells Fargo Bank, N.A.
which appears to have owned the subject property since January 10, 2014. The subject
property is occupied by Hughes Kitchen and Bath Collection (showroom) and Hughes
Supply (equipment sales), and has been since approximately 2005.
The subject property is developed with one light industrial building, reportedly completed
in 1965. The brick and concrete block building reportedly contains 68,109 square feet of
floor space, which is divided into two tenant spaces. The building contains a showroom,
office, hardware sales, and distribution storage warehouse spaces in the southern occupied
portion, and office, storage, and former laboratory spaces in the northern vacant portion.
The remainder of the subject property consists of asphalt-paved areas in the north, south,
and west portions of the site, grassed areas in the northeast and southeast portions, and
undeveloped wooded area in the west corner.
Electricity is provided to the subject property by Progress Energy. Water and sanitary
sewer services are provided to the subject property by the City of Raleigh. The subject
building is not connected to natural gas.
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
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3.0 FIELD ACTIVITIES
The Phase II field activities were conducted from February 17 to 19, 2014. Specifically,
the scope of work was implemented under the supervision of Mr. Darren R. Lockhart,
Professional Geologist with EI along with Troxler Geologic Services, a licensed drilling
contractor. Prior to advancing the soil borings and monitoring well locations, EI
conducted a site walkover to identify the areas of concern for the Limited Phase II ESA
and to verify that the underground utilities had been marked. No conflicts were observed.
The soil boring and monitoring well locations of the February 2014 Phase II are shown on
Figure 5.
3.1 Monitoring Well Installation
Seven boring locations were selected for permanent monitoring well installation (MW-1
through MW-7) based on data obtained in the March 2013 Phase II in order to re-evaluate
groundwater quality at the former SB-4 TW location, at one upgradient location, and at
downgradient locations near the property boundary (Figure 5). The well boreholes were
advanced using solid stem rotary-auger drilling methods. Each well borehole was
converted into a Type-II monitoring well by installing a 2-inch diameter PVC casing with
a 0.010-inch slotted bottom section (15-foot well screen) down to depths ranging from 23
to 28 feet below ground surface. The annular space of each well borehole was filled with
a sand pack up to 2.0 feet above the well screen, and then completed to the surface with a
bentonite plug and cement grout. The wellheads were completed with a bolted, steel
manhole cover/lid with a locking well cap for the well casing. Table 1 summarizes the
well construction information. A copy of the driller’s well construction records and
boring log are presented in Appendix A.
3.2 Monitoring Well Elevation Survey
Following monitoring well installation, EI conducted a level survey to measure the
relative elevations differences between MW-1 through MW-7 in order to map
groundwater flow across the Subject Property. MW-7 was assigned an arbitrary
benchmark elevation of 100 feet above mean sea level (msl) for reference. The survey
was conducted using a survey level instrument on a tripod, and a telescoping stadia rod.
Each foresight measurement was taken on the top-of-casing to the nearest hundredth of a
foot (0.01 ft) in order to determine the elevation at each well. Depth to groundwater
measurements were subsequently used to determine groundwater elevations and flow
vectors. Refer to Table 1.
3.3 Site Hydrogeology
Groundwater was encountered in each of the boreholes at approximately 18.0 to 21.0 feet
bgs under semi-confined conditions. The survey confirmed groundwater movement at the
Subject Property to generally be towards the west over an approximate horizontal
hydraulic gradient of 0.066 (ft/ft). Figure 6 depicts the groundwater elevations (assumed)
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
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and flow vectors. The nearest surface water body is a tributary to Crabtree Creek. The
tributary is located less than 100 feet northwest of the property boundary, and its
confluence with Crabtree Creek is located approximately 2,000 feet southwest.
3.4 Groundwater Quality Sampling
On February 19, 2014, groundwater was sampled at MW-1 through MW-7 using new
disposable polyethylene bailers to withdraw fresh groundwater from approximately
midway the screen interval, and then transfer the groundwater directly into laboratory-
prepared containers. The sample containers were placed in a cooler with ice and delivered
to the laboratory, Prism Laboratories, Inc., under chain-of-custody protocol. It should be
noted here that although standard field sampling protocol was followed, EI was informed
by the laboratory that the samples were received at 7.2° Celsius, and therefore outside of
protocol for temperature. As such, EI requested that the laboratory discard the
groundwater samples.
On February 24, 2014, EI re-sampled MW-1 through MW-7 using new disposable
polyethylene bailers to withdraw fresh groundwater and then transfer the groundwater
directly into laboratory-prepared containers. The samples were delivered to the laboratory
by laboratory courier under chain-of-custody protocol. The samples were received in
good condition within acceptable temperature hold limits.
3.5 Groundwater Quality Analysis
The groundwater samples were delivered under chain-of-custody protocol to Prism
Laboratories, Inc. (Prism) in Charlotte, North Carolina for VOC analysis.
3.6 Soil Test Borings
As mentioned earlier, EI personnel subcontracted with Troxler Geologic Services, Inc. to
advance the soil test borings using DPT methods. Mr. Darren R. Lockhart supervised the
advancement of soil borings in the areas of concern. DPT boring activities were
performed with a Geoprobe®. DPT refers to tools and sensors that are inserted into the
subsurface without the use of drilling to remove soil and make a path for the tool. The
Geoprobe® is a hydraulically-powered probing machine, which uses static force and a
percussion hammer to advance small diameter sampling tools into the subsurface to
collect soil cores, groundwater samples, and soil gas samples. A Geoprobe® relies on a
relatively small amount of static (vehicle) weight combined with percussion as the energy
for advancement of a tool string.
The soil advancement tooling equipment and sampling equipment were decontaminated
between each soil boring with a DI water/alconox rinse solution. During boring activities,
soil samples were classified in the field utilizing the Unified Soil Classification System
(USCS). The borings were backfilled at the base or bottom of the boring with hydrated
bentonite pellets capped with soil boring cuttings.
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
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A total of ten soil borings (SB-6 through SB-16) were advanced for continuous soil
screening and sampling: five soil borings on the rear/east of the building adjacent to two
concrete pads (SB-7 through SB-11) and the remaining five soil borings (SB-12 through
SB-16) advanced on the rear/south of the site building adjacent to a small concrete pad
and adjacent to the site building (refer to Figure 5).
3.7 Soil Lithology
Subsurface soils encountered in the area of study generally were described as follows:
light brown and reddish-brown to tan and gray sandy CLAY (CL) with silt down to
approximately 12.0 feet bgs; reddish-brown and yellowish-brown clayey, SILT (ML) -
saprolitic down to 18.0 feet bgs; and then partially weathered rock down to 28.0 feet bgs,
the maximum depth of investigation. Groundwater was encountered under semi-confined
conditions at approximately 18.0 to 21.0 feet bgs. After well completion, groundwater
levels increased to within eight to twelve feet within feet of the top of casings. As
mentioned earlier, groundwater flows west toward a tributary to Crabtree Creek. Soil
boring logs are presented in Appendix A.
3.8 Soil Sampling
Representative soil profiles from the soil borings were collected in 5.0-foot increments
using acetate liners contained in a steel cased macro sampling tube. There were no
significant olfactory, visible and instrumental indications of impacts observed in the soil
cores down to groundwater. As mentioned earlier, the water table was encountered
between 18.0 and 21.0 feet bgs across the site. As there were no indications of impacts
(i.e., visual, olfactory, and instrumental) in the soil cores at shallow depths, soil samples
were collected at shallow depths adjacent to concrete pads or at deeper depths to adjacent
to the building. Soil samples were “hand grabbed” from the soil sampler with disposable
nitrile gloves, and then and placed into a sealable plastic bag for analysis with a Photo-
Ionization Detector (PID) and subsequent collection. A total of ten soil samples were
placed into clean laboratory prepared containers, labeled and placed in a cooler with ice.
3.9 Soil Analysis
All soil samples were delivered under chain-of-custody protocol to Prism Laboratories of
Charlotte, North Carolina to be analyzed for VOCs by EPA Method 8260B and for
SVOCs-PAHs by EPA Method 8270D. As mentioned earlier, although standard field
sampling protocol was followed, EI was informed by the laboratory that the samples were
received at 7.2° Celsius. Although the samples were received outside of protocol for
temperature, the soil samples were analyzed.
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
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4.0 LABORATORY ANALYTICAL RESULTS
The laboratory analytical results for soil and groundwater quality for this assessment were
compared to the regulatory standards listed under the NC Department of Environment and
Natural Resources (NCDENR), Division of Waste Management’s (DWM), the Maximum
Soil Contaminant Concentrations (MSCCs), the Inactive Hazardous Sites Branch’s
Preliminary Soil Remediation Goals, and the 2L Groundwater Quality Standards.
4.1 Laboratory Analytical Results - Soil
According to the laboratory analytical report, 1,1-dichloroethane (1,1-DCA) and 1,1,1-
trichlorethane (1,1,1-TCA) were detected in SB-14 at estimated concentrations (J-values)
of 0.0024 and 0.0071 milligrams per kilogram (mg/kg) or parts per million (ppm),
respectively; however, these concentrations were below the lowest applicable MSCC
standards of 0.38 and 1.6 mg/kg, respectively. Furthermore, the reported concentrations
do not exceed the IHSB’s PSRGs for the protection of groundwater for 1,1-DCA (0.03
mg/kg) and 1,1,1-TCA (1.2 mg/kg). There were no other detectable concentrations of
VOCs in SB-14 and in any of the other soil samples. Table 2 summarizes the soil sample
analytical results. The laboratory analytical results are summarized on Figure 7. A copy
of the laboratory analytical report is included in Appendix B.
4.2 Laboratory Analytical Results – Groundwater
According to the laboratory analytical report, trichloroethylene (TCE) was detected in
MW-3, MW-4, MW-5 and MW-6 ranging in concentrations from 1.2 to 2.9 µg/L. The
reported TCE concentrations do not exceed the NC 2L standard for TCE of 3.0 µg/L. In
addition, 1,1-DCA, 1,1-dichloroethylene (1,1-DCE), and cis-1,2-DCE were detected in
MW-3 and MW-5; however, the reported concentrations do not exceed the respective NC
2L standards. Acetone was detected in MW-3 at 6.4 µg/L, which does not exceed the NC
2L standard for acetone of 6,000 µg/L. There were no other detectable concentrations of
VOCs in any of the groundwater samples. Table 3 summarizes the groundwater sample
analytical results. Refer to Figure 7. A copy of the laboratory analytical report is
included in Appendix B.
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
9
5.0 Potential Receptor Survey
Information on the presence/absence of water supply wells was determined through a
visual survey of the site vicinity within a one-half mile radius. No water supply wells
were identified within the specified radius of the subject property during the survey, and
no wells were listed within the radius according to the Wake County GIS iMaps website.
Figure 3 shows an aerial photograph of the survey area and one-half mile radius. Potable
water supply is provided to the site and vicinity by the City of Raleigh.
In addition, EI conducted an evaluation of the site and adjacent properties for the presence
of any environmentally sensitive areas according to the IHSB REC Program Guidance.
Agencies concerned with oceanic/atmospheric and coastal/tidal environments were
deemed “not applicable” and either not contacted, or their online resources were not
reviewed based on the physiographic location of the site. A summary of the agencies
reviewed and information obtained is presented below.
Agency Response Environmentally Sensitive
Areas (Y/N)
National Park Service No National Parks in area N
U.S. Forest Service No US Forest Lands in area N
U.S. Fish and Wildlife
Service
No critical habitat found in
area; Freshwater
Forested/Shrub wetland 550 to
650 feet west of property;
riparian buffer within
northwestern limits of property
and adjacent property
Y
U.S. Army Corp of Engineers Freshwater Forested/Shrub
wetland 550 to 650 feet
adjacent west of property
Y
NC Division of Parks and
Recreation – Natural Heritage
Program
Crabtree Creek Aquatic
Habitat, Managed Areas and
Significant Natural Heritage
Areas >1,000 and 2,300 feet
from site; Alasmidonta
undalata, Fusconaia masoni,
Orconectes carolinensis,
Strophitu undulates, Villosa
constricta
N
NC Division of Water
Quality
Blue-line stream within
northwestern limits of property
and adjacent property
Y
NC Forest Service Nearest conserving working
forest lands >1,000 feet from
site
N
Limited Phase II Environmental Assessment
3400 Yonkers Road-Kimshe
3400 Yonkers Road, Raleigh, North Carolina
EI Project ENMO130235.01
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6.0 SUMMARY OF FINDINGS AND DISCUSSION
This assessment disclosed the presence of chlorinated solvents in subsurface soils at one
location; however, the reported concentrations do not exceed the regulatory standards.
This assessment disclosed the presence of chlorinated solvents in four of the seven
groundwater samples; however, the reported concentrations do not exceed the NC 2L
groundwater quality standard for any of the compounds.
Although the 2L violation found during the March 2013 assessment was not replicated
during this assessment, the assessment confirmed chlorinated solvents at low levels in
groundwater at/near the limits of the property.
The potential receptor survey found no wells on the site and in the vicinity.
The sensitive evaluation did not identify any of the listed items on the site; however, the
evaluation identified a riparian buffer within the western limits of the property, and a
wetland area located adjacent-southwest of the site.
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4
7
.
6
"
,
-
7
8
º
3
5
'
1
8
.
5
"
8
5
.
9
3
8
.
7
9
1
4
.
2
1
7
7
.
1
4
MW
-
4
2
/
1
7
/
1
4
2
5
.
0
0
1
0
-
2
5
1
5
3
5
º
4
7
'
4
5
.
8
"
,
-
7
8
º
3
5
'
1
7
.
8
"
8
7
.
9
4
9
.
5
1
1
5
.
4
9
7
8
.
4
3
MW
-
5
2
/
1
8
/
1
4
2
5
.
0
0
1
0
-
2
5
1
5
3
5
º
4
7
'
4
5
.
9
"
,
-
7
8
º
3
5
'
1
6
.
5
"
8
9
.
6
3
1
0
.
8
2
1
4
.
1
8
7
8
.
8
1
MW
-
6
2
/
1
8
/
1
4
2
5
.
0
0
1
0
-
2
5
1
5
3
5
º
4
7
'
4
5
.
2
"
,
-
7
8
º
3
5
'
1
6
.
8
"
9
4
.
8
7
1
0
.
0
3
1
4
.
9
7
8
4
.
8
4
MW
-
7
2
/
1
8
/
1
4
2
7
.
0
0
1
2
-
2
7
1
5
3
5
º
4
7
'
4
5
.
3
"
,
-
7
8
º
3
5
'
1
4
.
4
"
1
0
4
.
5
8
1
1
.
0
4
1
5
.
9
6
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3
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4
NO
T
E
:
NA
=
n
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t
a
v
a
i
l
a
b
l
e
NS
=
n
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t
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a
m
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=
n
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m
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t
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GP
S
C
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L
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L
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g
)
TA
B
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2
La
b
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r
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t
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A
n
a
l
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t
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c
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u
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t
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n
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e
r
s
R
o
a
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s
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e
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l
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r
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t
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.
:
E
N
M
O
1
3
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Sa
m
p
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d
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f
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c
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t
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B
-
1
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B
-
2
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B
-
3
S
B
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4
S
B
-
5
S
B
-
6
S
B
-
7
S
B
-
8
S
B
-
9
S
B
-
1
0
S
B
-
1
1
S
B
-
1
2
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B
-
1
3
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B
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1
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B
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1
5
S
a
m
p
l
e
D
e
p
t
h
-
F
e
e
t
(1
6
'
-
1
7
'
)
(
1
5
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-
1
6
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)
(
1
4
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-
1
5
'
)
(
1
4
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-
1
5
'
)
(
1
5
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-
1
6
'
)
(
1
'
-
2
'
)
(
1
'
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2
'
)
(
1
'
-
2
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)
(
7
'
-
8
'
)
(
7
'
-
8
'
)
(
1
'
-
2
'
)
(
1
'
-
2
'
)
(
7
'
-
8
'
)
(
7
'
-
8
'
)
(
7
'
-
8
'
)
Sa
m
p
l
e
D
a
t
e
3/1
4
/
2
0
1
3
3
/
1
4
/
2
0
1
3
3
/
1
4
/
2
0
1
3
3
/
1
4
/
2
0
1
3
3
/
1
4
/
2
0
1
3
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/
1
9
/
2
0
1
4
2
/19/2014
To
t
a
l
P
e
t
r
o
l
e
u
m
Hy
d
r
o
c
a
r
b
o
n
s
GR
O
s
T
P
H
/
8
0
1
5
C
NA
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
DR
O
s
T
P
H
/
3
5
5
0
NA
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
N
A
La
b
o
r
a
t
o
r
y
A
n
a
l
y
s
i
s
VO
C
s
GC
M
S
8
2
6
0
/
5
0
3
5
1,1
-
d
i
c
h
l
o
r
o
e
t
h
a
n
e
1
5
6
0
4
0
0
0
0
0
.
3
8
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
0
.
0
0
2
4
J
N
D
1,1
,
1
-
t
r
i
c
h
l
o
r
o
e
t
h
a
n
e
4
3
8
0
1
1
4
5
0
0
1
.
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
0
.
0
0
7
1
N
D
All
r
e
m
a
i
n
i
n
g
a
n
a
l
y
t
e
s
N
/
A
N
/
A
N
/
A
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
Se
m
i
v
o
l
a
t
i
l
e
O
r
g
a
n
i
c
Co
m
p
o
u
n
d
s
GC
M
S
8
2
7
0
Re
s
i
d
e
n
t
i
a
l
M
S
C
C
(m
g
/
k
g
)
In
d
u
s
t
r
i
a
l
/
C
o
m
m
e
r
c
i
a
l
M
S
C
C
(m
g
/
k
g
)
So
i
l
t
o
Gro
u
n
d
w
a
t
e
r
MS
C
C
(
m
g
/
k
g
)
flu
o
r
a
n
t
h
e
n
e
6
2
0
1
6
4
0
0
2
9
0
0.1
1
J
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
py
r
e
n
e
46
9
1
2
2
6
4
2
7
0
0.1
3
J
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
All
R
e
m
a
i
n
i
n
g
A
n
a
l
y
t
e
s
N/
A
N
/
A
N
/
A
ND
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
ND
=
n
o
t
d
e
t
e
c
t
e
d
(
a
b
o
v
e
d
e
t
e
c
t
i
o
n
l
i
m
i
t
s
f
o
r
t
h
e
m
e
t
h
o
d
)
,
m
g
/
k
g
(
m
i
l
l
i
g
r
a
m
s
p
e
r
k
i
l
o
g
r
a
m
)
=
p
a
r
t
s
p
e
r
m
i
l
l
i
o
n
(
p
p
m
)
NA
=
n
o
t
a
n
a
l
y
z
e
d
N/A
=
n
o
t
a
p
p
l
i
c
a
b
l
e
MS
C
C
=
M
a
x
i
m
u
m
S
o
i
l
C
o
n
t
a
m
i
n
a
n
t
C
o
n
c
e
n
t
r
a
t
i
o
n
S
t
a
n
d
a
r
d
s
La
b
o
r
a
t
o
r
y
A
n
a
l
y
t
i
c
a
l
R
e
s
u
l
t
s
(
m
g
/
k
g
)
La
b
o
r
a
t
o
r
y
A
n
a
l
y
t
i
c
a
l
R
e
s
u
l
t
s
(
m
g
/
k
g
)
10
NC
D
W
M
A
c
t
i
o
n
L
i
m
i
t
(
m
g
/
k
g
)
10
NC
D
W
M
M
a
x
i
m
u
m
S
o
i
l
C
o
n
t
a
m
i
n
a
n
t
C
o
n
c
e
n
t
r
a
t
i
o
n
s
(
M
S
C
C
s
)
In
d
u
s
t
r
i
a
l
/
C
o
m
m
e
r
c
i
a
l
MS
C
C
s
(
m
g
/
k
g
)
So
i
l
-
t
o
-
G
W
MS
C
C
s
(m
g
/
k
g
)
Cl
e
a
n
u
p
S
t
a
n
d
a
r
d
s
(
M
S
C
C
)
Re
s
i
d
e
n
t
i
a
l
MS
C
C
s
(
m
g
/
k
g
)
TABLE 3
Laboratory Analytical Results - Groundwater
3400 Yonkers Road-Kimshe
Raleigh, NC
EI Project No.: ENMO130235.01
SB-1 TW SB-4 TW SB-5 TW MW-1 MW-2 MW-3 MW-4 MW-5 MW-6 MW-7
3/14/2013 3/14/2013 3/14/2013 2/24/2014 2/24/2014 2/24/2014 2/24/2014 2/24/2014 2/24/2014 2/24/2014
Acetone 6,000 BRL BRL BRL BRL BRL 6.4 BRL BRL BRL BRL
Trichloroethylene 3 BRL 9.8 1.2 BRL BRL 1.2 1.2 2.9 1.7 BRL
1,1-Dichloroethane 6 BRL BRL BRL BRL BRL 2.5 BRL 0.59 BRL BRL
1,1-Dichloroethylene 350 BRL BRL BRL BRL BRL 3.5 BRL 0.80 BRL BRL
cis-1,2-Dichloroethylene 70 BRL BRL BRL BRL BRL 4.0 BRL 3.3 BRL BRL
All remaining analytes N/A BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
All Remaining Analytes N/A BRL BRL BRL NA NA NA NA NA NA NA
BRL = below reporting limits for the method, ug/L (micrograms per liter) = parts per billion (ppb)
NA = not analyzed
N/A = not applicableJ = detected but below the Reporting Limit; estimated concentration
Laboratory Analytical Results (ug/L)
Laboratory Analytical Results (ug/L)
Laboratory Analysis GCMS 8260/5035
VOCs
Sample Identification
Semivolatile Organic Compounds
GCMS 8270
Sample Date
2L GW Standards
(ug/L)
2L GW Standards
(ug/L)
FIGURES
SITE LOCATION MAP
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
Not Available ORIGINAL SCALE:
QUAD: Raleigh East, NC
PROJECT NUMBER: ENMO130235.01
FIGURE NUMBER: 1
AERIAL PHOTOGRAPH
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
Not available SCALE:
SOURCE:
PROJECT NUMBER: ENMO130235.01
FIGURE NUMBER: 2
2012, Wake GIS website
Saint David’s
School Athletic
Field
Transport
Truck
Center
House of
Lights Inc.
Storage
Trust
Properties
Intrex
Inc.
MARCH 2013 PHASE II ESA
BORING/SAMPLING
LOCATIONS
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
Not to Scale SCALE:
DRAWN BY: ABB/DRL
PROJECT NUMBER: ENMO1300235.01
FIGURE NUMBER: 3
Approximate Property Boundary
Solid Waste Dumpster
Pad-Mounted Transformer
Generator
Empty 55-Gallon Drum
DPT soil sample location
DPT groundwater sample location
SW
wooded
Transport Truck Center
I-440
SW
SW
M. Alder’s Son, Inc.,
florist supplies distribution
grassed
grassed
wooded
asphalt parking
pipe and materials
storage
Ark-Les
(vacant)
Hughes Kitchen and
Bath Collection
distribution
warehouse
SB-5 TW SB-4 TW
SB-3
SB-2
SB-1 TW
Saint David’s School
Athletic Fields
House of Lights
Well Built
Properties
Intrex
Inc.
Storage
Trust
Properties
MARCH 2013 PHASE II
ANALYTICAL RESULTS MAP
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
Not to Scale SCALE:
DRAWN BY: ABB/DRL
PROJECT NUMBER: ENMO1300235.01
FIGURE NUMBER: 4
Approximate Property Boundary
Solid Waste Dumpster
Pad-Mounted Transformer
Generator
Empty 55-Gallon Drum
DPT soil sample location
DPT groundwater sample location
SW
wooded
Saint David’s School
Athletic Fields
I-440
SW
SW
M. Alder’s Son, Inc.,
florist supplies distribution
grassed
grassed
wooded
asphalt parking
pipe and materials
storage
Ark-Les
(vacant)
Hughes Kitchen and
Bath Collection
distribution
warehouse
House of Lights
SB-5 TW SB-4 TW
SB-3
SB-2 SB-1 and
SB-1 TW
SB-1 (16’-17’) [soil]
Fluoranthene 0.11J mg/kg
Pyrene 0.13J mg/kg
SB-5 (TW) [groundwater]
TCE 1.2 ug/L
SB-4 (TW) [groundwater]
TCE 9.8 ug/L (exceeds 2L)
M. Alder’s Son, Inc.,
florist supplies distribution
Well Built
Properties
Intrex
Inc.
Storage
Trust
Properties
Transport
Truck Center
FEBRUARY 2014 PHASE II ESA
SOIL BORING and SAMPLING
LOCATIONS
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
1 in = 120 ft APPROX. SCALE:
DRAWN BY: DRL
PROJECT NUMBER: ENMO130235.01
FIGURE NUMBER: 5
Approximate Property Boundary
Solid Waste Dumpster
Pad-Mounted Transformer
Generator
Empty 55-Gallon Drum
SW
wooded
Saint David’s School
Athletic Fields
I-440
SW
SW
M. Alder’s Son, Inc.,
florist supplies distribution
grassed
grassed
wooded
asphalt parking
pipe and materials
storage
Ark-Les
(vacant)
distribution
warehouse
M. Alder’s Son, Inc.,
florist supplies distribution
Fmr Ark-Les space, interior
transformer, drains, etc.
Fmr Ark-Les space, possible
laboratory, heavy equipment,
processing room
Proposed Soil boring/sample location (DPT)
Proposed groundwater mon. well/sampling location
House of Lights
Well Built
Properties
Intrex
Inc.
Storage
Trust
Properties
Transport Truck Center
GROUNDWATER FLOW MAP
FEBRUARY 24, 2014
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
1 in = 120 ft APPROX. SCALE:
DRAWN BY: DRL
PROJECT NUMBER: ENMO130235.01
FIGURE NUMBER: 6
Approximate Property Boundary
Solid Waste Dumpster
Pad-Mounted Transformer
Generator
Empty 55-Gallon Drum
DPT soil sample location (Ltd. Phase II 2013)
DPT groundwater sample location (Ltd. Phase II 2013)
SW
wooded
Saint David’s School
Athletic Fields
I-440
SW
M. Alder’s Son, Inc.,
florist supplies distribution
grassed
grassed
wooded
pipe and materials
storage
Ark-Les
(vacant)
distribution
warehouse MW-5
MW-1
M. Alder’s Son, Inc.,
florist supplies distribution
Fmr Ark-Les space, interior
transformer, drains, etc.
Fmr Ark-Les space, possible
laboratory, heavy equipment,
processing room
Proposed Soil boring/sample location (DPT)
Proposed groundwater mon. well/sampling location
MW-2
MW-3
MW-4
MW-6
MW-7
93.54
84.74
77.14
78.43 78.81
84.84
77.59
Transport Truck
Center
Well Built
Properties
Intrex
Inc.
Storage
Trust
Properties
FEBRUARY 2014 PHASE II ESA
ANALYTICAL RESULTS MAP
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
1 in = 120 ft APPROX. SCALE:
DRAWN BY: DRL
PROJECT NUMBER: ENMO130235.01
FIGURE NUMBER: 7
Approximate Property Boundary
Solid Waste Dumpster
Pad-Mounted Transformer
Generator
Empty 55-Gallon Drum
SW
wooded
Saint David’s School
Athletic Fields
I-440
SW
SW
M. Alder’s Son, Inc.,
florist supplies distribution
grassed
grassed
wooded
asphalt parking
pipe and materials
storage
Ark-Les
(vacant)
distribution
warehouse M. Alder’s Son, Inc.,
florist supplies distribution
Fmr Ark-Les space, interior
transformer, drains, etc.
Fmr Ark-Les space, possible
laboratory, heavy equipment,
processing room
Proposed Soil boring/sample location (DPT)
Proposed groundwater mon. well/sampling location
House of Lights
Well Built
Properties
Intrex
Inc.
Storage
Trust
Properties
Transport Truck Center
MW-1
NOTE: All analytes were BRL for MW-1, MW-2, and MW-7, and SB-6 through SB-13 and SB-15
concentrations are shown in parts per billion (ppb), except where noted otherwise.
MW-2
MW-3
MW-4
MW-5
MW-6
MW-7
SB-15
MW-3
Acetone 6.4
TCE 1.2
1,1-DCA 2.5
1,1-DCE 3.5
Cis-1,2-DCE 4.0
MW-5
TCE 2.9
1,1-DCA 0.59
1,1-DCE 0.8
Cis-1,2-DCE 3.3
MW-4
TCE 1.2
MW-6
TCE 1.7
SB-14
1,1-DCA 0.0024 mg/kg
1,1,1-TCA 0.0071 mg/kg
RADIUS MAP
3400 Yonkers Road-Kimshe
Raleigh, North Carolina
N
As shown SCALE:
SOURCE:
PROJECT NUMBER: ENMO130235.01
FIGURE NUMBER: 8
Google Earth
Radius = 2,640 ft.
APPENDIX A
SOIL BORING LOGS
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:03/14/13
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road Drill Device: Geoprobe 6620D
Project Number: ENMO130035.01 Drill Method: Direct Push Technology
Total Boring Depth: 22 Weather Conditions: 52°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%0.0
(0'-4')-
4.00 1.22 0.0
100%-
(4'-8')0.0
-
8.00 2.44 0.0
100%-
(8'-12')0.0
-
12.00 3.66 0.0
100%-
(12'-16')0.0
-
16.00 4.88 0.0
1020 SB-1 100%-
(16'-20')0.0
-
20.00 6.10 1050 SB-1 TW 0.0
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
Well
Log
(Type
II)Asphalt
CL CLAY - reddish-brown to tan and gray, sandy, silty layers
ML SILT - reddish-brown and yellowish-brown, clayey. Saprolitic at 11';
partially wx rock at 15'; water @ approx. 18'.
SOIL BORING LOG
SB-1 TW
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:03/14/13
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road Drill Device: Geoprobe 6620D
Project Number: ENMO130035.01 Drill Method: Direct Push Technology
Total Boring Depth: 20 Weather Conditions: 52°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%0.0
(0'-4')-
4.00 1.22 0.0
100%-
(4'-8')0.0
-
8.00 2.44 0.0
100%-
(8'-12')0.0
-
12.00 3.66 0.0
100%-
(12'-16')0.0
1125 SB-2 -
16.00 4.88 0.0
100%-
(16'-20')0.0
-
20.00 6.10 0.0
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-2
Asphalt
CL CLAY - reddish-brown to tan and gray, sandy, silty layers
ML SILT - reddish-brown and yellowish-brown, clayey. Saprolitic at 12';
partially wx rock at 17'; water @ approx. 18.5'.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:03/14/13
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshee Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road Drill Device: Geoprobe 6620D
Project Number: ENMO130035.01 Drill Method: Direct Push Technology
Total Boring Depth: 20 Weather Conditions: 52°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%0.0
(0'-4')-
4.00 1.22 0.0
100%-
(4'-8')0.0
-
8.00 2.44 0.0
100%-
(8'-12')0.0
-
12.00 3.66 0.0
100%-
1200 SB-3 (12'-16')0.0
-
16.00 4.88 0.0
100%-
(16'-20')0.0
-
20.00 6.10 0.0
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-3
Asphalt
CL CLAY - reddish-brown to tan and gray, sandy, silty layers
ML SILT - reddish-brown and yellowish-brown, clayey. Saprolitic at 12';
partially wx rock at 17'; water @ approx. 18.5'.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:03/14/13
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road Drill Device: Geoprobe 6620D
Project Number: ENMO130035.01 Drill Method: Direct Push Technology
Total Boring Depth: 20 Weather Conditions: 52°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%0.0
(0'-4')-
4.00 1.22 0.0
100%-
(4'-8')0.0
-
8.00 2.44 0.0
100%-
(8'-12')0.0
-
12.00 3.66 0.0
100%-
1220 SB-4 (12'-16')0.0
-
16.00 4.88 0.0
100%-
18.00 5.49 (16'-20')0.0
1245 SB-4 TW -
20.00 6.10 0.0
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
Well
Log
(Type
II)Asphalt
CL CLAY - reddish-brown to tan and gray, sandy, silty layers
ML SILT - reddish-brown and yellowish-brown, clayey. Saprolitic at 12';
partially wx rock at 17'; water @ approx. 18.5'.
SOIL BORING LOG
SB-4 TW
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:03/14/13
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road Drill Device: Geoprobe 6620D
Project Number: ENMO130035.01 Drill Method: Direct Push Technology
Total Boring Depth: 23 Weather Conditions: 52°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%0.0
(0'-4')-
4.00 1.22 0.0
100%-
(4'-8')0.0
-
8.00 2.44 0.0
100%-
(8'-12')0.0
-
12.00 3.66 0.0
100%-
(12'-16')0.0
-
16.00 4.88 1320 SB-5 0.0
100%-
18.00 5.49 (16'-20')0.0
-
20.00 6.10 0.0
100%
1415 SB-5 TW (20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-5 TW
Well
Log
(Type
II)Asphalt
CL CLAY - reddish-brown to tan and gray, sandy, silty layers
ML SILT - reddish-brown and yellowish-brown, clayey. Saprolitic at 12';
partially wx rock at 17'; water @ approx. 18.5'.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/24/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: Troxler Geologic Services, Inc.
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 25.0' Weather Conditions: 47°, partly sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%-
(8'-12')-
-
12.00 3.66 -
100%-
(12'-16')-
-
16.00 4.88 -
100%-
(16'-20')-
-
20.00 6.10 -
100%-
MW-1 (20'-24')-
-
24.00 7.32 -
100%-
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
ML SILT - reddish-brown and white-orange, clayey. Saprolitic;water @
approx. 18.5'.
CL CLAY - reddish-orange to tan, silty layers.
SOIL BORING LOG
MW-1
Well
Log
(Type
II)Asphalt
0945
(2/24)
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/24/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: Troxler Geologic Services, Inc.
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 25.0' Weather Conditions: 47°, partly sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%-
(8'-12')-
-
12.00 3.66 -
100%-
(12'-16')-
-
16.00 4.88 -
100%-
(16'-20')-
-
20.00 6.10 -
100%-
MW-2 (20'-24')-
-
24.00 7.32 -
100%-
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
CL CLAY - reddish-orange to tan, silty layers.
ML SILT - reddish-brown and white-orange, clayey. Saprolitic;water @
approx. 18.5'.
SOIL BORING LOG
MW-2
Well
Log
(Type
II)Asphalt
1015
(2/24)
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/24/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: Troxler Geologic Services, Inc.
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 23.0' Weather Conditions: 47°, partly sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%-
(8'-12')-
-
12.00 3.66 -
100%-
(12'-16')-
-
16.00 4.88 -
100%-
(16'-20')-
-
20.00 6.10 -
100%-
MW-3 (20'-24')-
-
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
CL CLAY - reddish-orange to tan, silty layers.
SILT - reddish-brown and white-orange, clayey. Saprolitic;water @
approx. 18.5'.ML
SOIL BORING LOG
MW-3
Well
Log
(Type
II)Asphalt
1035
(2/24)
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/24/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: Troxler Geologic Services, Inc.
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 25.0' Weather Conditions: 47°, partly sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%-
(8'-12')-
-
12.00 3.66 -
100%-
(12'-16')-
-
16.00 4.88 -
100%-
(16'-20')-
-
20.00 6.10 -
100%-
MW-4 (20'-24')-
-
24.00 7.32 -
100%-
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
CL CLAY - reddish-orange to tan, silty layers.
ML SILT - reddish-brown and white-orange, clayey. Saprolitic;water @
approx. 18.5'.
SOIL BORING LOG
MW-4
Well
Log
(Type
II)Asphalt
1055
(2/24)
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/24/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: Troxler Geologic Services, Inc.
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 25.0' Weather Conditions: 47°, partly sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%-
(8'-12')-
-
12.00 3.66 -
100%-
(12'-16')-
-
16.00 4.88 -
100%-
(16'-20')-
-
20.00 6.10 -
100%-
MW-5 (20'-24')-
-
24.00 7.32 -
100%-
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
CL CLAY - reddish-orange to tan, silty layers.
ML SILT - reddish-brown and white-orange, clayey. Saprolitic;water @
approx. 18.5'.
SOIL BORING LOG
MW-5
Well
Log
(Type
II)Asphalt
1110
(2/24)
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/24/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: Troxler Geologic Services, Inc.
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 25.0' Weather Conditions: 47°, partly sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%-
(8'-12')-
-
12.00 3.66 -
100%-
(12'-16')-
-
16.00 4.88 -
100%-
(16'-20')-
-
20.00 6.10 -
100%-
MW-6 (20'-24')-
-
24.00 7.32 -
100%-
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
CL CLAY - reddish-orange to tan, silty layers.
ML SILT - reddish-brown and white-orange, clayey. Saprolitic;water @
approx. 18.5'.
SOIL BORING LOG
MW-6
Well
Log
(Type
II)Asphalt
1215
(2/24)
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/24/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: Troxler Geologic Services, Inc.
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 27.0' Weather Conditions: 47°, partly sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%-
(8'-12')-
-
12.00 3.66 -
100%-
(12'-16')-
-
16.00 4.88 -
100%-
(16'-20')-
-
20.00 6.10 -
100%-
MW-7 (20'-24')-
-
24.00 7.32 -
100%-
(24'-28')-
-
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
Well
Log
(Type
II)Asphalt
1235
(2/24)
SILT - reddish-brown and white-orange, clayey. Saprolitic;water @
approx. 18.5'.ML
CL CLAY - reddish-orange to tan, silty layers.
SOIL BORING LOG
MW-7
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
2.00 0.61 1620 SB-6 100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.CL
SOIL BORING LOG
SB-6
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
2.00 0.61 1630 SB-7 100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-7
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
2.00 0.61 1645 SB-8 100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-8
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 1655 SB-9 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-9
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 1710 SB-10 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-10
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
2.00 0.61 1720 SB-11 100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-11
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
2.00 0.61 1725 SB-12 100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-12
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 1740 SB-13 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-13
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 1750 SB-14 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-14
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
2101 Gateway Centre Blvd.
Suite 200 Boring No.
Morrisville, North Carolina Date Drilled:02/19/14
919-657-7500
Client: Capital Bank Logged By: DRL
Project Name: 3400 Yonkers Road-Kimshe - Supplemental Phase II ESA Drilling Company: 3D Environmental Investigations
Project/Site Location: 3400 Yonkers Road, Raleigh, NC Drill Device: Geoprobe 6620D
Project Number: ENMO130235.01 Drill Method: Direct Push Technology
Total Boring Depth: 8.0' Weather Conditions: 55°, sunny, windy Surface Elevation: -
Boring Diameter: 3.0" Boring Location:see map
Depth Depth Time Sample Recovery Soil Lithological Description Sample
(Feet) (meters) Analyzed Profile PID (ppm)
-
100%-
(0'-4')-
4.00 1.22 -
100%-
(4'-8')-
-
8.00 2.44 1810 SB-15 -
100%
(8'-12')
12.00 3.66
100%
(12'-16')
16.00 4.88
100%
(16'-20')
20.00 6.10
100%
(20'-24')
24.00 7.32
100%
(24'-28')
28.00 8.53
100%
(28'-32')
32.00 9.75
100%
(32'-36')
36.00 10.97
100%
(36'-40')
40.00 12.19
SOIL BORING LOG
SB-15
Sandy Clay Loam
CL CLAY - light brown-tan and reddish-orange, silty.
CL CLAY - reddish-brown, silty. Partially w/ rock fragments of <0.5".
Boring ended at 8.0' bgs.
APPENDIX B
LABORATORY ANALYTICAL REPORT
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