22065_ATCO Rubber Products_OAR_20150908

TM
20-DAY AND INITIAL ABATEMENT REPORT
ATCO PROPERTY
2806 PATTERSON STREET
GREENSBORO, GUILFORD COUNTY, NORTH CAROLINA
ECS PROJECT 09.25395
PREPARED FOR:
JE CAPITAL. LLC
SUMMERFIELD, NORTH CAROLINA
SEPTEMBER 8, 2015

ECS CAROLINAS, LLP
"Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC Registered EngineeringFrrmF-11178
September 8, 2015
Mr. Eddie Krusch
JE Capital, LLC
3031 Pleasant Ridge Road
Summerfield, North Carolina 27358
Reference: 20 Day & Initial Abatement Report
ATCO Property
2806 Patterson Street
Greensboro, North Carolina
ECS Project 09.25395
Dear Mr. Krusch:
As authorized by your acceptance of ECS proposal 09-23304-PR2 dated August 11, 2015, ECS
Carolinas, LLP (ECS) has completed the 20 Day and Initial Abatement Report for the above
referenced site. Included in this report is a description of the field activities, the results obtained,
and our conclusions and recommendations.
ECS appreciates the opportunity to provide our environmental consulting services to you on this
project. If you have any questions concerning this report or this project, please contact us at (336)
856-7150.
Sincerely,
ECS CAROLINAS, LLP
Randy H. Cavallier
Senior Environmental Project Manager
John M. Stewart, P.G.
Principal Geologist
4811 Koger Blvd., Greensboro, NC 27407 • T 336-856-7150 • F: 336-856-7160 • www.ecslimited.corn
ECS Capt" Seances, PLLC • ECS Camthas, LLP • EGS Central, PLLC • ECS Ronda, LLC • ECS Mid-Abantc LLC • ECS Midwest LLC • ECS So ast, LLC • ECS Texas, LLP

Site Name and Location
UST Owner/Operator
NCDENR Incident Number:
SITE INFORMATION
ATCO Property
2806 Patterson Street
Greensboro, North Carolina 27407
Lays Potato Chip Company
Pending
Land Owner JE Capital, LLC
3031 Pleasant Ridge Road
Greensboro, North Carolina 27358
Latitude and Longitude
Date of Report:
Land Use Category:
Contacts
36.0574175 0 North, 79.8410260 West
September 8, 2015
Commercial
Primary Contact: Mr. Eddie Krusch
JE Capital, LLC (Property Owner)
3031 Pleasant Ridge Road
Greensboro, North Carolina 27358
[phone]
UST/Soil Removal: A-1 Salvage and Demolition
P.O. Box 4787
Archdale, North Carolina 27263
Darnell Johnson
336-434-1101
Closure Contractor: A-1 Salvage and Demolition
P.O. Box 4787
Archdale, North Carolina 27263
Primary Consultant: ECS Carolinas, LLP
4811 Koger Boulevard
Greensboro, North Carolina 27407
[phone]
John M. Stewart, P.G.
Laboratory: Research & Analytical Laboratory, Inc.
106 Short Street
Kernersville, North Carolina 27284
[phone]
Laboratory I.D. # 34

ATCO Property
2806 Patterson St.
Greensboro, Guilford County, North Carolina
ECS Project 09-25395
September 17, 2015
Release Information: In July 2015, ECS was contracted by Mr. Eddie Krusch to close by
removal the heating oil underground storage tank (UST) at the ATCO property at 2806
Patterson Street, Greensboro, North Carolina. The UST consisted of one 2,000-gallon fuel oil
UST. Following receipt of the laboratory analytical data, a release of petroleum was detected
beneath the UST. The amount product lost is not known. Following removal of the UST
system, approximately 90.75 tons of impacted soil was removed for off -site treatment. A
gasoline UST of unknown size was removed from the site in the past. Sample analysis in the
area of the gasoline UST detected total petroleum hydrocarbons above state action levels. A
diesel UST was reportedly removed from the site in the past, though this could not be
confirmed. Soil samples collected and analyzed in the area of the suspect diesel UST did not
detect TPH above state action levels.
Seal and Signature of Certifying Licensed Geologist
I, John M. 11ewaq,,4, .' nsed Geologist for ECS Carolinas, LLP, do certify that the information
cont ined in t� ct and accurate to the best of my knowledge.
J n w , P.A,.
N Lic N , 10Q i �'T Ze 15
ECS Carolina ' to practice geology in North Carolina. The Certification of the
corporation is-U- 0 °

TABLE OF CONTENTS
1.0 RELEASE INFORMATION
2.0 SITE CHARACTERISTICS...............................................................................
3.0 UST CLOSURE AND INITIAL RESPONSE......................................................
4.0 SITE INVESTIGATION......................................................................................
5.0 SOIL SAMPLE LABORATORY ANALYTICAL RESULTS ................................
6.0 SOIL EXCAVATION AND DISPOSAL..............................................................
7.0 MONITORING WELL CONSTRUCTION..........................................................
8.0 GROUNDWATER SAMPLING..........................................................................
9.0 CONFIRMATION SOIL SAMPLE LABORATORY ANALYTICAL RESULTS ...
10.0 GROUNDWATER SAMPLE LABORATORY ANALYTICAL RESULTS ..........
11.0 CONCLUSIONS..............................................................................................
12.0 RECOMMENDATIONS...................................................................................
13.0 QUALIFICATIONS OF REPORT....................................................................
FIGURES
Figure 1 Site Location Map
Figure 2 Site Map
Figure 3 Soil Sample Location Map
Figure 4 Groundwater Sample Location Map
TABLES
Table 1 UST Information
Table 2 Soil Samples Analytical Summary (UST Closure)
Table 3 Soil Samples Analytical Summary (Confirmation)
Table 4 Groundwater Analytical Results
APPENDICES
1
......................1
......................1
......................2
......................2
......................2
......................3
......................3
......................3
......................4
......................4
......................4
......................4
Appendix A UST-3 Site Investigation for Permanent Closure or Change in Service of
a UST
Appendix B Material Manifests (Liquids)
Appendix C Tank Disposal Manifests
Appendix D 24 Hour Release and UST Leak Reporting Form
Appendix E Laboratory Data Sheets and Chain of Custody Records
Appendix F Non -Hazardous Waste Manifests with Weight Verification (Soil)
Appendix G GW/UST-2 Site Investigation for Permanent Closure or Change in
Service of a UST
Appendix H Boring Log and Monitoring Well Construction Diagram

20 Day and Initial Abatement Report
ATCO Property
2806 Patterson St.
Greensboro, Guilford County, North Carolina
ECS Project 09-25395
September 8, 2015
1.0 RELEASE INFORMATION
On July 24, 2015, ECS was contracted by Mr. Eddie Krusch to close by removal one 2,000-gallon
underground storage tank (UST) system located at 2806 Patterson Street Greensboro, North
Carolina. Following receipt of the laboratory analytical data, a release of petroleum was detected
beneath the UST. The amount product lost is not known. Information about the UST is
summarized in Table 1.
2.0 SITE CHARACTERISTICS
The site is the former ATCO Rubber Products, Inc. (ATCO) facility located at 2806 Patterson
Street in Greensboro, Guilford County, North Carolina (Figure 1 and Figure 2). Based on the
records search, site reconnaissance and interviews, the building was originally constructed as a
potato chip manufacturing facility. The potato chip manufacturing business operated at the site
until the early 1980s. The building was reportedly vacant for several years. In the mid-1980s,
ATCO moved into the building. There was is no evidence that hazardous chemicals have been
used at the site by ATCO during flexible ductwork production.
The subject site is currently occupied by two buildings which were recently used to manufacture
flexible ductwork and as a warehouse. A portion of the main building is currently used as a used
automobile sales business. An old boiler is located in a room on the southeast side of the main
building. The building boiler is no longer in use. It appears that the boiler last operated on
natural gas; however, a copper line was observed running from the boiler to the outside of the
building indicating the use of fuel oil. A vent pipe for a UST was observed on the east side of the
building. A UST of unknown size was located east of the building and was assumed to be the
fuel oil UST for the boiler.
In April 2015, ECS completed a soil assessment (ECS Project 25395, report dated May 15, 2015)
to determine if the fuel oil UST had impacted the site. Laboratory analysis of soil samples
collected in the vicinity of the fuel oil UST detected total petroleum hydrocarbons (TPH) at
concentrations that exceed th State Action Level of 10 parts per million (ppm).
3.0 UST CLOSURE AND INITIAL RESPONSE
3.1 UST Closure Activities
Closure activities included the closure by removal of one 2,000-gallon fuel oil UST by A-1 Salvage
and Demolition (A-1) and observed by an ECS professional on July 24, 2015. Prior to removing the
UST, ECS completed a UST-3 Notice of Intent: UST Permanent Closure or Change -in -Service form
(Appendix A). The soil above the UST was removed exposing the top of the tank. Prior to removing
the tank, approximately 2,000 gallons of fuel oil/water was removed from the UST by Zebra
Environmental Services (Zebra) using a vacuum truck. The Material Manifests for the liquid is
included in Appendix B. The UST was attached to a concrete pad. Following removal of the UST, it
was observed to be in poor condition with areas of corrosion. The UST was cleaned of loose soil
and placed on a truck and taken D.H. Griffin Scrap Metals in Greensboro, North Carolina for
disposal. A copy of the tank disposal manifest is included in Appendix C. Following removal of the
UST, groundwater was observed in the excavation.

20 Day and Initial Abatement Report
ATCO Property
2806 Patterson St.
Greensboro, Guilford County, North Carolina
ECS Project 09-25395
September 8, 2015
4.0 SITE INVESTIGATION
Following removal of the tank, soil samples (UST-1 through UST-6) were collected from the
sidewalls of the excavation just above the water in the excavation. Soil samples were not collected
directly beneath the UST due to the concrete pad under the UST and the groundwater encountered
in the excavation. The approximate location of the soil samples are shown on Figure 3. The soil
samples were collected manually from the bucket of the backhoe. The samples were screened
using a Foxboro Model 2020 flame ionization detector (FID) for volatile organic vapors. The FID
readings ranged from 875 parts per million (ppm) to 2,950 ppm The sampler wearing a new pair of
nitrile gloves for each sample placed the sample in laboratory supplied bottles. Each bottle was
labeled and placed in a cooler containing ice to maintain the samples at approximately 4° Celsius.
The samples were then delivered to QROS Laboratories, Inc. in Wilmington, North Carolina for
chemical analysis. The samples were analyzed for diesel range and gasoline range total petroleum
hydrocarbons (TPH) by ultraviolet fluorescence (UVF).
5.0 SOIL SAMPLE LABORATORY ANALYTICAL RESULTS
The analysis detected TPH as diesel in all the samples above the state's action limit. TPH as
gasoline was not detected above the laboratory reporting limit; however, the reporting limit was
above the state's action limit of 10 ppm in all the samples except UST-3. The sample results are
summarized in Table 2. The laboratory analytical data and Chain of Custody Record are included
in the Appendix E. A 24 Hour and UST Leak Reporting Form (UST-61) was completed and
submitted to the NCDENR (Appendix D).
6.0 SOIL EXCAVATION AND DISPOSAL
Following removal of the UST, A-1 excavated petroleum impacted soil from the site. As the soil was
being excavated, an ECS professional screened it using a Foxboro Model 2020 flame ionization
detector (FID). The soil to be screened was placed in resealable plastic bags. Each plastic bag
was placed in a warm location for approximately ten minutes to allow the headspace in the bag to
equilibrate with the soil. The probe of the FID was then inserted into the bag, and the bag was
immediately reseale. The FID meter was monitored and the reading recorded. Soil was removed
laterally until the FID readings were below 5 ppm or structural conditions prevented further soil
removal. The final excavation measured approximately 21 feet long, 16 feet wide, and 14 feet deep
(Figure 3). Excavation ceased to avoid compromising the integrity of the building located north of
the UST location. Approximately 90.32 tons of petroleum -impacted soils were excavated and
transported to Earthtec Environmental Inc. in Bear Creek, North Carolina for disposal and
treatment. The Non -Hazardous Waste Manifests and weight tickets for the impacted soil are
included in Appendix F. Upon ceasing soil excavation activities, confirmation soil samples were
collected from the sidewalls and floor of the excavation. The soil samples were collected at depths
of approximately 12 feet below ground surface (bgs) using the excavator. The sampler wearing a
new pair of nitrile gloves for each sample placed the samples in laboratory supplied bottles. Each
bottle was labeled and placed in a cooler containing ice to maintain the samples at approximately 4°
Celsius. The samples were then delivered to Research & Analytical Laboratories, Inc. (R&A) in
Kernersville, North Carolina for chemical analysis.
2

20 Day and Initial Abatement Report
ATCO Property
2806 Patterson St.
Greensboro, Guilford County, North Carolina
ECS Project 09-25395
September 8, 2015
The soil samples were analyzed for volatile organic compounds (VOCs) using EPA Method
8260/5035, semi -volatile organic compounds (SVOCs) using EPA Method 8270BNA (Base
Neutral and Acid Extractables), and volatile and extractable petroleum hydrocarbons (VPH and
EPH) using the Massachusetts Department of Environmental Protection (MADEP) Methods. The
NCDENR, GW/UST-2 form (Site Investigation Report for Permanent Closure or Change -In
Service of UST) is included in Appendix G.
7.0 MONITORING WELL CONSTRUCTION
On August 12, 2015, ECS observed the installation of a temporary groundwater monitoring well
(TW-2) within the former tank pit (Figure 4). The well was constructed with 1-inch I.D. Schedule
40 PVC flushed -threaded casing and screen. The PVC screen and casing were lowered to the
bottom of the borehole. A 20-foot length of slotted well screen with machined 0.010-inch slot
widths and threaded bottom plug was installed at the bottom of the well. A solid section of PVC
casing was placed above the screened interval and extended to just above the ground surface.
The top of the casing was fitted with an expandable lockable cap. The annular space around the
well was filled with a washed, fine filter sand to approximately 2 feet above the top of the screen.
A minimum 2-foot thick seal of bentonite pellets was placed immediately above the sand pack. The
monitoring well construction diagram can be found in Appendix H.
8.0 GROUNDWATER SAMPLING
On August 13, 2015, monitoring well TW-2 was sampled. The depth of the static water table was
measure to be approximately 13.65 feet below the ground surface. Prior to sampling, the well was
developed/purged by removing at least three well volumes. The well was developed/purged to
remove sand, silt and other fine sediments which may have entered the well during construction
and to promote communication between the surrounding formation and the sand pack
surrounding the well's screened interval. The well was developed/purged using a peristaltic pump
and a new section tubing. After the purging was completed, a groundwater sample was collected
from the well using the pump and transferred into sample containers provided by the laboratory.
After being filled, the sample containers were appropriately labeled, placed into a cooler containing
ice to maintain the samples at approximately 40C and transported to Research and Analytical
Laboratories, Inc. (R&A) to be analyzed for volatile organic compounds (VOCs) using EPA
Method 6200B, semi -volatile organic compounds (SVOCs) using EPA Method 625BNA, and
volatile petroleum hydrocarbons (VPH) and extractable petroleum hydrocarbons (EPH) using the
Massachusetts Department of Environmental Protection (MADEP) Method.
9.0 CONFIRMATION SOIL SAMPLE LABORATORY ANALYTICAL RESULTS
Laboratory analysis detected 1-methyl naphthalene in soil samples SW-3A and SW-4 and
naphthalene in SW-4 above the Soil -to -Groundwater Maximum Soil Contaminant Concentrations
(MSCCs). Analysis of the remaining samples did not detect petroleum hydrocarbons above the
laboratory reporting limits. The sample results are summarized in Table 3. The laboratory
analytical data and Chain of Custody Records are included in the Appendix E.
3

20 Day and Initial Abatement Report
ATCO Property
2806 Patterson St.
Greensboro, Guilford County, North Carolina
ECS Project 09-25395
September 10, 2015
10.0 GROUNDWATER SAMPLE LABORATORY ANALYTICAL RESULTS
Laboratory analysis of the groundwater sample collected from TW-2 detected naphthalene, 1-
methyl naphthalene and C9-C22 aromatics above the North Carolina 2L Groundwater Quality
Standards (NC2LGWQS) but not above their Gross Contamination Levels. A summary of the
groundwater laboratory analytical results is summarized in Table 4. The laboratory data sheets
are included in Appendix E.
11.0 CONCLUSIONS
Based on field observations and laboratory results, ECS has the following conclusions:
• One single -walled 2,000-gallon fuel oil UST was closed by removal on July 24, 2015.
Evidence of a petroleum release (petroleum odors and stained soil) was noted in the soil
around the UST.
• 1-Methylnaphthalene and naphthalene were detected at a concentration that exceeds the
Soil -to -Groundwater MSCC in two sidewall samples. The concentrations were not above
the residential MSCCs
• Naphthalene, 1-methylnaphthalene and C9-C22 aromatics were detected in the
groundwater at a concentration that exceeds their respective NC2LGWQS in TW-2.
• Based on the visual and olfactory evidence and FID readings, approximately 90.75 tons of
impacted soil was removed for off site treatment. Excavation was stopped to the north as to
not compromise the integrity of the structure's foundation.
12.0 RECOMMENDATIONS
ECS recommends that a copy of this report be submitted for review to the Guilford County
Department of Environmental Health (GCDEH). The GCDEH is the implementing agency of the
NCDENR in Guilford County. Based on the laboratory analytical results, the NCDENR will require
a Limited Site Assessment be performed at the site.
13.0 QUALIFICATIONS OF REPORT
The activities and evaluative approaches used in this assessment are consistent with those
normally employed in UST closure projects of this type. Our evaluation of site conditions has
been based on our understanding of the site project information and the data obtained during our
field activities. This report was prepared for the express use of JE Capital, LLC . Use of this
report by any other individual or company implies their acceptance of the General Conditions of
Service of the original contract.
2

FIGURES

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soutw
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SOURCE: w Eg FIGURE 1
USGS TOPOGRAPHIC MAP S SITE LOCATION MAP
GREENSBORO, NC QUADRANGLE ATCO PROPERTY
DATED 1951 AND REVISED 1994 2806 PATTERSON STREET
GREENSBORO, NORTH CAROLINA
SCALE 1"=2,000' = M ECS PROJECT NO. 09.25395

Ale
OAKLAND AV
• — — "'sue — -
- —
- -" _- See Figure 3
IL
lw%
5 r
db
dk
. ,� � yr• . - , ��`s1 r
L r 4S
is
F
b4
IMMANUEL RD
�SOURCE: FIGURE 2
S SITE MAP
GUILFORD COUNTY GIS ATCO PROPERTY
AERIAL PHOTOGRAPH, DATED 2010 F — 2806 PATTERSON STREET
GREENSBORO, NORTH CAROLINA
SCALE: 1 " = 200'
�, ECS PROJECT NO. 09.25395

Warehouse
Building
SW-1 B'
---------- ---------------------------
SW-1A Concrete
UST-2 — Pad
Vent Pipe SW-2i *SW-4
•� UST-4
UST-1
---— — — — — — —
Main
UST-60 UST-50
Building `.
------------------0-----------------------------0--------- '
SW-3B SW-3A
2,000 Gallon Fuel Oil UST
Approximate Area
Of Excavation
SOURCE:
ECS FIELD NOTES
AND DRAWINGS
SCALE: 1 INCH = 10 FEET
w FIGURE 3
16r-1
SOIL SAMPLE LOCATION MAP
ATCO PROPERTY
2806 PATTERSON STREET
GREENSBORO, NORTH CAROLINA
ECS PROJECT NO. 09.25395

�r •. .'�.
y �
1 � � 1 •
. r
1
1
3 `\
444
IL
• l�
N FIGURE 4
"k SOURCE:
S GROUNDWATER SAMPLE LOCATION MAP
GUILFORD COUNTY GIS ATCO PROPERTY
AERIAL PHOTOGRAPH, DATED 2010 2806 PATTERSON STREET
GREENSBORO, NORTH CAROLINA
SCALE: NOT TO SCALE
ECS PROJECT NO. 09.25395

TABLES

Former ATCO Property
2806 Patterson Street
Greensboro, Guilford County, North Carolina
ECS Project 09.25395
TABLE 1: UST INFORMATION
Capacity
UST ID
Last
Previous
Construction
Tank
Installation
(in
Status
Release
Number
Contents
Contents
Details
Dimensions
Date
Gallons)
Heating
Heating
Single Wall
Removed
1
Oil
Oil
2,000
Steel
5' by 12'
Unknown
7/24/15
Yes

Former ATCO Property
2806 Patterson Street
Greensboro, Guilford County, North Carolina
ECS Project 09.25395
TABLE 2: SOIL SAMPLE ANALYTICAL SUMMARY
SAMPLE ID
Sample
Depth (ft)
Sample
Date
Sample
Time
DRO
GRO
UST-1
12
7/24/15
8:30
9,804
<77.9
UST-2
12
7/24/15
8:35
610
<32.7
UST-3
12
7/24/15
8:40
348.2
<61.8
UST-4
12
7/24/15
8:45
580.1
<41.4
UST-5
12
7/24/15
8:50
132.4
<1.2
UST-6
12
7/24/15
8:55
380.9
<35.1
State Action Level
10
10
Notes:
Results presented in milligrams per kilogram, analogous to parts per million
Bold denotes concentration exceeds the State Action Level
DRO = Diesel Range Organics
GRO = Gasoline Range Organics
TPH = Total Petroleum Hydrocarbons

Former ATCO Property
2806 Patterson Street
Greensboro, Guilford County, North Carolina
TABLE 3: SOIL SAMPLE ANALYTICAL SUMMARY
ECS Project 09.25395
Parameter
Comparison Criteria
Sample Identification
SW-1A
SW-1B
SW-2
SW-3A
SW-3B
SW-4
Soil -to-
Groundwater
MSCC
(mg/kg)
Residential
MSCC
(mg/kg)
Collection Depth ft (bgs)
12
12
12
12
12
12
Collection Date
7/24/2015
7/24/2015
7/24/2015
7/24/2015
7/24/2015
7/24/2015
Volatile Organic Compounds by EPA Method 8260
1,2,4-Trimeth (benzene
BQL
BQL
BQL
0.006
BQL
0.047
8
782
Naphthalene
BQL
BQL
BQL
0.032
BQL
0.133
0.091
350
1,3,5-Trimeth (benzene
BQL
BQL
BQL
BQL
BQL
0.024
8.3
782
Eth (benzene
BQL
BQL
BQL
BQL
BQL
0.009
4.9
1,560
lsopropylbenzene
BQL
BQL
BQL
BQL
BQL
0.006
1.7
1,564
n-But (benzene
BQL
0.008
BQL
BQL
BQL
0.03
4.3
626
n-propylbenzene
BQL
BQL
BQL
BQL
BQL
0.017
1.7
4,693
sec -but (benzene
BQL
BQL
BQL
BQL
BQL
0.009
3.3
626
Semi Volatile Organic Compounds by
EPA Method 8270
BNA
2-Meth Inaphthalene
BQL
BQL
BQL
0.927
BQL
0.957
3.60
63
Phenanthrene
BQL
0.734
BQL
0.775
BQL
0.377
56
469
1-Meth Ina thalene
BQL
BQL
BQL
0.811
BQL
0.677
0.004
20
Volatile Petroleum H drocarbons by MADEP
C05 - C08 Ali hatics
BQL
BQL
BQL
BQL
BQL
BQL
68
939
C09 - C12 Ali hatics
BQL
BQL
BQL
BQL
BQL
BQL
540
1500
C09 - C10 Aromatics
BQL
BQL
BQL
BQL
BQL
BQL
31
469
Extractable Petroleum H drocarbons by MADEP
C09 - C18 Ali hatics
BQL
14.7
BQL
170
12.4
51.9
540
1500
C19 - C36 Ali hatics
BQL
BQL
BQL
10.2
BQL
BQL
NS
31000
C11 - C22 Aromatics
BQL
BQL
BQL
BQL
BQL
12.0
31
469
Notes:
Compounds not shown were detected below quantification limit in all samples.
Results shown in mg/kg
Bold = Concentration above the MSCC
BQL = Below Quantification Limit
NS = No standard

TABLE 4: SUMMARY OF GROUNDWATER ANALYTICAL RESULTS
Sample Identification
TW-2
NC2LGWQS
GCL
Sample Date
08/13/15
VOCs by Method 6200B
Benzene
V.J.J
1
5,000
Toluene
BQL
600
260,000
Ethylbenzene
BQL
600
84,500
Total Xylenes
BQL
500
85,500
1,1-Dichloroethane
BQL
6
6,000
Naphthalene
4.82
6
6,000
sec-Butylbenzene
0.54
70
8,500
Trichloroethene
BQL
3
3,000
Tetrachloroethene (PCE)
BQL
0.7
700
SVOCs by Method 8270
Naphthalene
10.4
6
6,000
2-Methylnapthalene
26.6
30
12,500
1-Methylnapthalene
27.4
1
1,000
EPH & VPH
C5-C8 Aliphatics
400
NE
C9-Cl8 Aliphatics
---
700
NE
C9-C22 Aromatics
230
200
NE
Notes:
NC2LGWQS = North Carolina 2L Groundwater Quality Standard
GCL = Gross Contaminant Level
ND = Not Detected
NS-FP = Not Sampled Free Product
NS = Not Sampled
NE = No Standard Established
NA = Not Analyzed for This Compound
µg/I = micrograms per liter = ppb (parts per billion)
Bold = Concentration Exceeds NC2LGWQS

APPENDIX A
(UST-3 Notice of intent: UST Permanent Closure
or Change -In Service)

UST-3 Notice of Intent: UST Permanent Closure or Change -in -Service
�--Return'completed form to: STATE USE ONLY
The DWM Regional Office located in the area where the facility is located. Send a copy to the Central Office in Raleigh so that I.D. #
the status of the tank may be changed to 'PERMANENTLY CLOSED" and your tank fee account can be closed out.
SEE MAP ON THE BACK OF THIS FORM FOR THE CENTRAL AND REGIONAL OFFICE ADDRESSES. Date Received
Complete and return at least thirty (30) days prior to closure or change -in-service activities. If a Professional Engineer (P.E.) or a Licensed Geologist (L.G.)
provides supervision for closure or change -in-service site assessment activities and signs and seals a!I closure reports then at least a five (5) working
days notice is acceptable.
Completed UST closure or change -in-service site assessment reports, along with a copy of the UST-2 form, should be submitted to the appropriate Division
of Waste Management (DWM) Regional Office within thirty (30) days following closure activities. The UST-2 form should also be submitted to the Central
Office in Raleigh so that the status of the tanks may be changed to permanently closed and your tank fee account can be closed out
UST closure and change -in-service site assessments must be completed in accordance with the latest version of the Guidelines for Tank Closure. The
Guidelines for Tank Closure can be obtained at www.wastenotnc.org.
You must make sure that USTs removed from your property are disposed of properly. When choosing a closure contractor, ask where the tank(s) will be
taken for disposal. Usually, USTs are cleaned and cut up for scrap metal. This is dangerous work and must be performed by a qualified company. Tanks
disposed of illegally in fields or other dumpsites can leak petroleum products and sludge into the environment. If your tanks are disposed of improperly, you
could be held responsible for the cleanup of any environmental damage that occurs.
Owner Name (Corporation, Individual, Public Agency, or Other Entity) Facility Name or Company
JE Capital, LLC Former ATCO Property
Street Address Facility ID # (If known)
3031 Pleasant Ridge Road
City
Summerfield
State
NC
Phone Number
336-202-8762
Name:
1. Contact local fire marshal.
2. Plan entire closure event.
3. Conduct Site Soil Assessment.
County
Guilford
Street Address
2806 Patterson Street
Zip Code
City
27358
Greensboro
Phone Number
Same
III.
COI 'ACT PERSONNEL
Company Name:
Job Title
M TANK
4 if removing tanks or closing in place, refer to
API Publication 2015 Cleaning Petroleum
Storage Tanks and 1604 Removal and
Disposal of Used Underground Petroleum
Storage Tanks.
Contractor Name:
Mr. Doug Johnson
Address:
P.O. Box 4787, Archdale
Primary Consultant Name
Randy Cavallier
Tank ID No. I Size in Gallons
I 1 2000
EMOVAL, CLOSURE IN PLACE, CHANGE -IN
5. Provide a sketch locating piping, tanks and
soil sampling locations.
6. Submit a closure report in the format of
UST-12 (including the form UST-2) within
thirty (30) days following the site
investigation.
7 If a release from the tanks has occurred, the
site assessment portion of the tank closure
must be conducted under the supervision of
V. WOMTOMILPERF D BY
Contractor Company Name:
A-1 Salvage and Demolition
County Zip Code
Guilford
__ --I
Phone Number
202-8762
'r 1
a P.E. or L.G., with all closure site
assessment reports bearing the signature
and seal of the P.E. or L.G. If a release has
not occurred, the supervision, signature or
seal of a P.E. or L.G. is not required.
8. Keep closure records for three (3) years
NC 127263
Primary Consultant Company Name:
ECS Carolinas, LLP
SCHEDULED FQBB -IN•
Heating Oil
None
None
Last Contents I Removal
E
* Prior written approval to abandon a tank in lace must be received from a DWM Re Tonal Office
VI ZED REPRESENTATIVE
I understand that I can be held responsible for environmental damage resulting from the improper disposal of my USTs.
Phone No:
336 823-1257
Consultant Phone No:
336 856 7150
;ontents Stored
Print name and official title: Randy H. Cavallier - As Agent
Signature Date Signed SCHEDULED REMOVAL DATE Notify your DWM Regional Office
?� 7/21/2015 48 hours before this date if scheduled removal date changes
UST-2rRev1 011

APPENDIX( B
(Material Manifests - Liquids)

MATERIAL
MANIFEST
FEST
EMERGENCY PHONE. NO.
(336)'841-5276
Manifest Document No.
Page of
POST. OFFICE BOX 357 - TEL [phone] • x_
HIGH POINT; NC 27261 FAX [phone]
- GENERATOR INFORMATION- E
PIR'FDA -in Nn.. _ _
Name e471 _� l�
Street Address ,D
DESGRIPTi_ON O_F_M► AERIALS
USDOT Proper Sh
I HM I (Complete All Items for H
a
<- 2- If..
91
Mailing Address -1conliI
Phbne No.
3�_gz=12s'
f�J�
g Name
Hazard
UN I NA
Packing
Gonlalnary
III
Unit
ous Materials)
Class or Div
ID No.
Group
Qty.
Type
Quantity
wt.ivol.
NPT�
ADDITIONAL INFORMATION ERG No: `iu, . ;P `"°
a.
b.
C.
This is to cer Lily chat the above -described malerjals are properly c'lasslf+ed, described, packaged, markad and iabeted, and are in
proper condllion for fri3nvodafko according to the appllcablo repa irons of the Deparfrnenl of Trarlsporfaffola, l further certify rh al
none of the materrafv described above are a hazardous waste as defined by EPA 40 CFR Part 261 or any applicable state faw. and
unless specifically Identified above, fhe� maferrals contain less fhan 1,000ppm feral halogens ar?d do nof-contafri q.UaWfflablo te4fels
(2pprn)ofPCBsasdefinedbyEPA 40CFRParts 279and 761. - -
TRANSPORTER INFUMATION {
Transporter Zebra Environmental & Induslkriial Services hie l har.by acknowle s raceilpt of rho above -described matarials for Fran sporr
fmm the ganerator a" llsled above -
Address 901 East Springfield Road �`•ZJ "�
High Point, NC 27263 signature - shlpment.Date
_ I here nowledge receipt .of.the above•dg'scrlbed materials were received
Transporter or Unit No. from the generator site and were transported
NC0991302669 to the facility listed below.
EPA ID No. /
Phone [phone] Signature ��Y Delivery Date
FACILITY INFORM ION '7777
FacilityY Zebra Environmental & Industrial Services, Inc. I hereby acknowledge receipt of the materials covered by this manifest
except for any discrepancy noted below.
Address 7 � el
901 East Springfield Road -
High Point, NC 27263 Signature Receipt Date
n.
Facility or
EPA ID No. NCO991302669 ,. r �•.:.,•.�; <
Phone
[phone] r ,
Contact David Tedder Y fad,: ,
ORIGINAL - Facility'Retain COPY 2-Return to Generator COPY 3=TransporterRetaln `COPY 4 = Generator Retain

APPENDIX C
(Tank Disposal Manifests)

{y
bra
Environmental & Industrial Services Inc.
901 East Springfield Road High Point, NC 27263 Phone: [phone] Fax: [phone]
Tank Disposal Manifest
Tank Owner/Authorized Representative: Name and Mailing address
..}.
Tank Owner/Authorized Representative: Contact: AnUiCA
Phone:
Description of Tanks:
_Tan_ k No. CuLlpi Previous Contents Comments
Tank Owner/Authorized Representative Certification: The undersigned certifies that the above
listed storage tanks have been removed from the premises of the tank owner.
Signature
Printed Name
Month/Day/Year
Transporter: The under signed certifies that the above listed storage tanks have been transported to
Zebra Environmental & industrial Services Inc, 901 East Springfield Road High Point, NC 27263
0
Printed
Month/Day/Year
Disposal Ce cation: The undersigned certifies that the above -named storage tank(s) have been
accepted by the metal recycling facility.
Facility:
Sighalltre Printed Name Month/Day/Year

APPENDIX D
(24 Hour Release and UST Leak Reporting Form)

Dhp;4rljpkenl a Frivirownrnt iwd Nnluni Rem rocs. DiAsian of Wwar Mrknar€tmeut, Undcrormmrl S1NrneP T: iIL ti4-L riiiii
24 Hour Release and UST Leak Reporting Form
This form should be completed and submitted to the UST Section's regional office following a known or suspected release from an
underground storage tank (UST) system. This form is required to be submitted within 24 hours of discovery of a known or suspected release.
(DWM USE ONLY)
Suspected contamination? (Y/N) YES
Facility ID Number _NA
Incident # Risk (H,I,L.U)
Confirmed GW Contamination? (YIN) _NO
Date Leak Discovered 07/24/2015_
Received On Received By
Confirmed Soil Contamination? (Y/N) YES
Comm/Non•Commiercial?
Reported by (circle one): Phone, Fax or Report
Free Product? (Y/N) NO if Yes, State
Commercial
Region
Greatest Thickness
Reg/Non-regulated?
N-o-nRezulated
INCIDENT DESCRIPTION
Incident Name: ATCO Propert
Address: 2806 Patterson Street
County Guilford
Regional Office (circle one): Ashes lle, Fayetteville,
City/Town: Greensboro
Ralei h, Washington, Wilmington, inston-Sal
Latitude (dd.mm.ssss): 36.0574175_N Longitude (ddd.mm.ssss):-79.841026_ W Confirmed by GPS? (YIN) NO
Briefly describe suspected or confirmed release: (including but not limited to: nature of release, date of release, amount of release, amount of free
product present and recovery efforts, initial responses conducted, impacts to receptors)
The UST was removed and samples were collected 7/24/2015. Sample results indicate a release in the vicinity of the UST. Sample results
were received by ECS on 8/24/15. ECS is current!y completing a Phase I LSA and NRP for the site.
The amount of product that was released from the UST system is unknown
HOW RELEASE WAS DISCOVERED
(Check One)
❑ Release Detection Equipment or Methods Visual/Odor ❑ Groundwater Contamination
During UST Assessment ❑ Water in Tank ❑ Surface Water Contamination
❑ Property Transfer L] Water Supply Well Contamination ❑ Other (specify)
SOURCE OF CONTAMINATION
Prbg&ry Source of Contamination Primary Contaminant lNm Location �ielfing
(Check one) (Check one) (Check One) (Check One)
❑ Suspected UST Release ❑ Gasoline/Diesel/Kerosene 0 Facility ❑ Resident:al
Confirmed UST Release (Also check one below)' Heating Oil ❑ Residence Industrial
El A. Dispenser ❑ Other Petroleum Products ❑ Other ❑ Urban
ZIB. Line Release ❑ Metals ❑ Rural
EC. Tank Release ❑ Other Inorganics
❑D.Spill/Overfill Other Organics
E. Exact Failure Location Unknown or
Multiple Failures
j ] Unknown Source (Believed to be UST Source,
Explain in "Incident Description" above)
woersl3
1. Municipal 2. Military 3. Unknown 4. wue 5. Federal 6. Country 7. State
Umrutiop Type
I. Public Service 2. Agricultural 3. Residential 4. Education/Relig.' S Irlckualda 6. Commercial 7. Mining
UST Form 61 (07/00)

IMPACT ON DRINKING WATER SUPPLIES
Water Supply Wells Affected? 1. Yes 2. Nn 3. Unknown
Number of Water Supply Wells Affected
Water Supply Wells Contaminated: (Include Users Names, Addresses and Phone Numbers. Attach additional sheet if necessary)
2
UST SYSTEM OWNER
UST Owner/Company J.E. Capital, LLC
Point of Contact Address
Mr. Eddie Krusch 3031 Pleasant Ridge Road
City State Zip Code Telephone Number
Summerfield North Carolina 27358 [phone]
UST SYSTEM OPERATOR
Same As Above
UST Owner/Company Address
City i Sta+C f Zip Code I Telephone Number
LAND OWNER AT LOCATION OF UST INCIDENT
Same as Above
Landowner Address
City I State Zip Code Telephone Number
Draw Sketch of Area (showing two major road intersections) or Attach Map
Please See Attached Map
Person Reporting Incident Company Telephone Number
Randy Cavallier ECS Carolinas LLP. [phone]
Title Address Date
4811 Koger Boulevard
Project Manager Greensboro NC 27407 8/31/15
UST Form 61 (07/00)

APPENDIX E
(Laboratory Data Sheets & Chain of Custody Records)

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Chain of Custody Record and Analytical Request Form
Sample 1D Sample Collection TAT Requested
QED UVF Date Time Initials 24 Hour 48 Hour
F ,
5�
by ba - t a �Aicc-pt-Z p�t�fams
Relinquished by
i/t B
W
orp�ted hY
uate/ume
LNrt1U►9olIIIRd tiY
Rate�tTlne
I ,gc�gplod by
oet�{tl�t�
FSHIPTO: QROS
aleigh Street Suite E
ington, NC 28412
Contact: Leila Tabatabai
. .h, . .
910-508-1940
plrane: '' )
Email:
'r l 0 " � ec 5}
Project Reference:
Each Sample will be analyzed for total
BTEX, GRO, DRO, TPH, and PAH
Each Sample will generate a fingerprint
representative of the petroleum product
within the sample. Electronic Data will be
submitted to the email above.

RESEARCff & ANA1yTICAt ��
LAbORATORIES, INC. t�
P rxMical/process Consu14a0oru
FN1
Chemical Analysis for Selected Parameters and Sampling Locadons Idendfled as Patterson
(An ECS Caroms LLP Pr-o-�ec�y collected 24 J 20l5 .
1. VolatileOrgankc Quantitation SM-1,14 SWAB R;V.r. SW-3A SW- A MA
EPA Method 9260 B Llmh
nUMMOT Irrtzu (rar/kei
have 0.100 BQL BQL BQL BQL BQL BQL
Beaxax 0.005 BQL BQL BQL BQL BQL BQL
Bramobenneoc 0.005 BQL BQL BQL BQL BQL BQL
Bromochicromethme 0.005 BQL BQL BQL BQL BQL BQL
BmmodEchlmemethme 0.005 BQL 9r)L BQL BQL BQL BQL
Brorn- donor 0.005 BQL BQL BQL BQL BQL BQL
01`43[591MGIIWIs 0.010 BQL BQL BQL BQL BQL BQL
2-Butc= 0.100 BQL BQL BQL BQL BQL BQL
N-Butylbenzene 0.005 BQL 0.008 BQL BQL BQL 0.030
See-Butylb a me 0.005 BQL BQL BQL T41Q1. BQL 0.009
Teri-BmpLL.mrne 0.005 BQL BQL BQL BQL BQL BQL
CmbanTeMuMoride 0.010 BQL BQL BQL BQL BQI- BQL
Chlorobmz= 0.005 BQL BQL BQL BQL BQL BQL
DIb=[]{]ENW-lT'1':=III 0.005 BQL BQL BQL BQL BQL BQL
Chlcroethme 0.010 BQL BQL BQL BQL BQL BQL
Chloroform 0.00S BQL BQL BQL BQL BQL BQ[.
Lhk Lmm ahana 0.010 rwQ[ BQL BQL i1q. BQL BQL
2-Moto lume 0.005 QL BQL BQL BQL BQL BQL
4-Chlomtoluem 0.003 BQL BQL BQL BQL BQL BQL
1,2-Dibromoethaflo(EDB) 0.005 BQL BQL BQL BQL BQL not.
1,2-Dichlorobmzmc 0,003 BQL BQL BQL Hk)L BQL BQL
1,3-Dich1wobmxme 0.005 BQL BQL BQL BQL BQL BQL
1,4-Dichlorobmzette 0.005 BQL BQL BQL BQL BQL BQL
iy [hnrd5ifluaroaxahept OAS BQL R91 FHjL BQL BQL BQL
1,1-Diehloroethena 0.005 BQr. 1101 EtQL BQL BQL FQ;.
1,2-Dich1oroethato 0.005 BQL BQL BQL BQL BQL BQL
1,1-Dichlaroadme 0.005 BQL BQL RQL BQL LQL w0j.
Cis-1,2-Diehloroethene 0.005 BQL BQL BQL BQL HQL BQL
Tans-1,2-Dich1oroahene 0.003 BQL BQL BQL BQL BQL BQL
1,2-Dichloroproyene 0.003 BQL BQL BQL BQL BQL BQL
1,3-Dichlompmpane 0.005 BQL BQL BQL BQL BQL BQL
2,2-Dirhloropanpeae 0.005 BQL BQL BQL BQL BQL BQI.
1,1•Dichlotopmpane 0.005 BQL BQL BQL BQL BQL BQL
Cis-1,3-Dichloropropme 0.010 BQL BQL BQL BQL BQL BQL
Trans-1,3-Dichlmopmpene 0.010 BQL BQL BQL BQL, BQL BQL
Ethyl AMM 0.010 BQL BQL BQL BQL i3()1. BQL
Ethyl B=zme 0.005 BQL BQL BQL BQL BQL 0.009
2-He><nana 0.030 BQL BQL BQL BQL BQL QL
t-Propylbmxme 0.005 BQL BQL BQL BQL BQ'. 0.006
Iwpropyt ether (IPE) 0.010 BQL BQL BQL BQL BQL BQL
[-IWA 0ppbolt 0.005 BQL BQL BQL FLQL BQL BQL
MethykwChWrida 0.020 BQL BQL BQL LVQ: QL BQL
4-Methyl-2-Peatenaso 0.100 BQL BQL HQL H001. FVJL BQL
Methyl-Tart-Batylether (MmE) 0.010 BQL BQL BQL BQL BQL BQL
Nieihrhalme 0.010 BQL Rd)[. BQL 0.032 BQL 0.133
N-Pmpylb==c 0.005 BQL BQL $Q[. BQL BQL 0.017
$iprae 0.010 BQL
BQL BQL BQL ISQi
1,1,2,2-Teaxhloroathame 0.005 BQL bQL BQL BQL BQL BQL
Tetrerhloraetbme 0.005 BQL BQL BQL BQL HQI BQL
Toluene 0.005 BQL BQL BQL BQL HQL BQL
1,1,1-Trirhlomethase 0.005 BQL BQL BQL BQL Jai}L BQL
1,1,2-TricMaroethane 0.005 BQL BQL BQL BQL BQL BQL
Trirhlmxtfima 0.005 BQL BQL BQL BQL BQL QL
TrichtmoBmmmethane 0.005 BQL HQL BQL BQL aij1. BQL
1A3-Trichlorobetut m 0.005 BQL BQL BQL BQL BIJI. E3()I.
lA4-Trichlorobcaz= 0.005 BQL BQL. BQL BQL BQL BQL
1.2,3-Trichlore mpaae 0.015 BQL BQL BQL BQL BQL BQL
1,2,44rimabylbm:me 0.005 BQL BQL HQL 0.006 BQL 0.047
1,3,5-TrMethylbmane 0.005 BQL BQL BQL BQL BQL 0.024
Vinyl Acetate 0.050 BQL BQL BQL BQL BQL BQL
VmyE Chloride 0.010 5101. QL BQL BQL BQL BQL
Total Xylem 0.005 BQL OQI. BQL BQL BQL BQL
Carbon Disulfide 0.100 BQL BQL BQL BQL BQL BQL
AcrylonitrBe 0.200 BQL W1. BQL BQL BQL BQL
Tans-1,4-Dichlcro-2-bu4me 0.100 BQL 5301 BQL BQL BQL BQL
Methyl Eodide 0.010 BQL BQL BQL BQL BQ3- BQL
Dibromomethme 0.010 BQL BQL BQL BQL BQL BQL
1,1,1,2-TetrxWororthme 0.00S BQL BQL BQL [iUj. EIQ2- BQL
1,2-Dtbromo-3-Chloropropme(DBCP) 0.025 BQL BQL BQL BQL BQL BQL
Dilution Factor I I I I
Sample Number 7021-01 7021-02 7021-03 7021-04 7021-05 7021-06
Sample Date 07/24/15 0724/15 0724/15 07/24/15 0724/15 0724/15
Sample Time On) 0900 0905 0910 0920 092S 0930
Date Analyzed 0729/15 0728/15 0728/15 0728/15 0728/15 0728/15
Time Analyzed 2231 2302 2029 2100 2130 2201
Surrogate Recovery (DBFM) Range (70-130%) 1100/0 112% 111% 109% 111% 108%
Surrogate Recovery (Toloena dg) Range (70-130%) 102% 101% 1000/0 100% 990/0 103%
Surrogate Recovery (4-BFB) Range (70-130%) 99% 94% 106% 98% 100% 105%
mgft - aing- per Idtogram a parts per million (pp-) 11+.�1 - Below QumtE 00 Limits

RESEARCh & ANALyTICA1
LAbORATOR1ESr INC.
Analytical/Process Consultatlons
Chemical Analysis for Selected Parameters and Sampling Locations Identified as Patterson
�An ECS Carolinas, LLP Project, collected 24 July 2015)
11, Semi -Volatile Organics
Quantitation
SW-lA
SW-lH
SW-2
NW in
NW-38
SW4
EPA Method 8270 BNA
Limit
Pnrurnct¢r
{mil
i,t t
nl re�ltel
m{ f',%V}
bilw1yr,1
i!WL60
(meow
Accnaphthenc
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Accnaphthylene
0.33
BQL
BQL
BQL
BQL
BQL
BQL
A !n1:jaccnc
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Benzoic Acid
6.67
BQL
BQL
BQL
BQL
BQL
BQL
Bmzo(a)andnmc
0.33
BQL
BQL
SOL
BQL
BQL
BQL
Benzo(b)fluoranthene
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Benzo(k)fluorenthene
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Benzo(plti)perylcne
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Benzo(a)pyrene
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Benzyl Alcohol
3.33
BQL
BQL
BQL
BQL
SOL
BQL
Bls(2-chloroathoxy)mcthane
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Bis(2-chloroethyl)ether
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Bu(2-chloroisopropyl)ether
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Bis(2-dhyl-haxyl)phthalate
0.33
BQL
BQL
BQL
BQL
BQL
Urj!-
4-Bromophenyl phenyl ether
0.33
BQL
SOL
BQL
SOL
BQL
SOL
Bmzyl butyl phthalate
0.33
BQL
BQL
BQL
BQL
BQL
BQL
4-Chloromiline
1.65
BQL
BQL
BQL
BQL
BQI.
BQL
4-Chloro-3-methylphenol
0.33
BQL
BQL
BQL
BQL
BQL
BQL
2-Chloronaphthalene
0.33
BQL
BQL
BQL
BQL
BQL
BQL
2-Chlorophanol
0.33
BQL
BQL
BQL
BQL
BQL
BQL
4-Chlorophenyl phenyl ether
0.33
BQL
BQL
BQL
BQL
BQL
BQL
Chrysene
0.33
BQL
BQL
BQL
BQL
BQL
BQL
n-bcnzo(s.h)smhracene
0.33
BQL
BQL
BQL
BQL
BQL
SOL
Dibenrofumn
0.33
BQL
BQL
SOL
BQL
BQL
BQL
Di-N-Butyl phdWate
0.33
SOL
BQL
BQL
BQL
BQL
BQL
1,2-Dichlorobenzene
0.33
BQL
SOL
SOL
BQL
BQL
BQL
1,3-Dichlorobeame
033
BQL
BQL
BQI.
BQL
BQL
BQL.
[A-Dichlorobenzene
0.33
BQL
SOL
BQL
BQL
BQL
BQL
3.3-Dichlorobenzidine
0.66
BQL
BQL
BQL
BQL
BQL
BQL
2,4-Dichlorephanol
Diethyl phthal"
0.33
0.33
BQL
BQL
BQL
BQL
BQL
BQL
24-Dimelhylphenol
033
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
Dimethyl phthalate
4,6-Dlnitro-2-methylphenol
0.33
1.65
BQL
BOL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
2,4-Dinitrophenol
1.65
BQL
SOL
SOL
BQL
BQL
BQL
BQL
SOL
BQL
2,4-Dinitrotoluene
2,6-Dinitrotoluene
0.33
0.33
BQL
BQL
BQL
SOL
BQL
BQL
BOL
BQL
BQL
Di-N-Octyl phthalate
0.33
BQL
BQL
BQL
BQL
BQL
WJL.
SOL
BQL
BQL
Azabenzenc
Fluomnthenc
3.33
0.33
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
Fluomne
0.33
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Hcxachlorobenzene
Hexachlorobumdiene
0.33
0.33
BQL
BQL
BQL
BQL
BQL
BQL
BQL
HexachlorocycloWntadianc
0.33
BQL
BQL
BQL
BQL
BQL
SOL
BQL
SOL
BQL
Hexachloroethane
Indena(1,2,3-cd) pyrena
0.33
0.33
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
BQL
lsophorona
0.33
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
SOL
2-Methylnaphthdlene
2-Methylphenol
0.33
),65
BQL
BQL
BQL
BQL
0.927
BQL
0.957
4-Methylphenol
1.65
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
Nitrobenzene
2-Nitmphenol
0.33
0.33
BQL
BQL
BQL
BQL
SOL
BQL
BQL
4-Nitrophenol
1.65
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
N-Nitrosodiphenylamine
N-niumodi-n-propylamine
033
0.33
BQL
BQL
BQL
BQL
BQL
BOL
BQL
BQL
Pentachlorophenol
1.65
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
SOL
BQL
Phcnanthrene
Phenol
0.33
0.33
BQL
BQL
0.734
BQL
BQL
0.775
BQL
0377
!'Yrene
0.33
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
1,2,4-Trichlorobmzene
rop
2,4,6-Trichlo henol
0.33
0.33
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
2-Methyl-4,6-dinitrophenoi
1.65
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
(}rd
Benzidine
Ia-Diphenylhydrszine
1.65
1.65
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
N-Nitrosodimethylamine
0.33
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
BQL
BQL
1-Methylnaphthalene
0.33
BQL
BQL
BQL
0.811
BQL
0.677
Dilution I'mor
i
I
Sample Number
7021-01
7021-02
7021-03
7021-04
7021-05
7021-06
Sample Date
07/24/15
07/24/15
07/24/15
07/24/15
07/24/15
07/24/15
Sample Time (hrs)
0900
0905
0910
0920
0925
0930
Date Extracted
07/28/15
0728/15
0728/15
07/28/15
07/28/15
07/28/15
Date Analyzed
0728/15
0728/15
0728/15
0728/15
0728/15
0729/15
Time Analyzed
1817
1846
1915
1943
2012
2041
Surrogate Recovery
Range
(2-Fluorophenol)
(21-110%)
62%
69%
43%
76%
61%
62%
(Pbenol-d6)
(10-I10%)
65%
68%
45%
77%
65%
63%
(Nitrobenzene-d5)
(35-114%)
94%
102%
60%
110%
87%
92%
(2,4,6-Tribromophenoi)
(10-123%)
89%
83%
45%
97%
67%
83%
(2-Fluorobiphenyl)
(43-116%)
93%
73%
490/6
80%
74%
88%
(4-Terphenyl-dl4)
(33-141%)
68%
64%
48%
70%
71%
71%
mg/kg - milligmms per kilognun - parts
per million (ppm)
BNA - Base -Neutral Acid E tractables
"" I Below Quanlitation Limits

RESEARch & ANAIyTICA1
LABORATORIES �NC+�
rjo
Anolyticol/Process consultotions�igP
Chemical Analysis for Selected Parameters and Sampling Locations
Identified as Patterson
(An ECS Carolinas, LLP Project, collected 24 Julyy 2015)
III. Method NIADEP 98-1 Quantitation
SW-1A
SW-lB
SW-2
SW-3A
SW-3B SW-4
VPH Limit
Parameter 1 ,
nielkn
u t
(Mg&11
611-kfhg
I roxlku? rtt Ik+l
C5-C8 Aliphatics 10-0
BQI
BQL
BQL
BQL
BQI. BQL
C9-C12 Aliphatics 10.1)
BQI
BQL
BQL
BQL
BQI- BQI_
C9-C10 Aromatics 10.0
BQJ-
BQL
BQL
BQL
BQL BQ1.
Dilution Factor
I
I
I
I
I 1
Sample Number
7021-01
7021-02
7021-03
7021-04
7021-05 7021-06
Sample Date
07/24/15
07/24/15
07/24/15
07/24/15
07/24/15 07/24/15
Sample Time (hrs)
0900
0905
0910
0920
0925 0930
Date Analyzed
07/29/15
07/27/15
07/27/15
07/29/15
07/27/15 07/27/15
Time Analyzed
1314
1617
1644
1341
1738 1806
1V• Method NIADEP 98-1 Quantitation
SW-lA
SW-113
SW-2
SW-3A
SW-313 SW-4
EPH Limit
Parameter fRIOM,
f m iE
lik-'
nt *Ik
to mil, p
[-Oicp fmtrik�r
C9-CIS Aliphatics 10.0
BQL
14.7
BQL
170
12.4 51.9
C-19-C-36 Aliphatics 10.0
BQL
BQL
BQL
10.2
BQL BQL
CH-C22 Aromatics 110
BQL
BQL
BQL
BQL
BQL 112.0
Dilution Factor
Sample Number
7021-01
7021-02
7021-03
7021-04
7021-05
7021-06
Sample Date
07/24/15
07/24/15
07/24/15
07/24/15
07/24/15
07/24/15
Sample Time (hrs)
0900
0905
0910
0920
0925
0930
Date Analyzed
07/27/15
07/27/15
07/27/13
07I27/15
07/27/15
07/27/15
Time Analyzed
1532
1614
1655
1736
1818
1859
mgAg - milligrams per kilogram - parts per million (ppm)
MADEP VPH 98-1 - Volatile Petraleum 1-1ydrocarbuns via die .Massachusetts Department of Environmental Protection :\9ethod
MADE-P EPH 98-1 - Extractable Petroleum Hydrocarbons via the Massachusetts Department of E-m-ironmental Protection Method
mail"&, = milligrams per kilogram - parts per million (ppm) 13QL = Below Quamitation Limits

RESEARCii & ANAtyTICAt
UbORATORIES, INC.
AtrK*ftd/Process ConsuRotiom
Chemical Analysis for Selected Parameters and Water Sample Idendjled as AT iCO Property
(AgEcT CArr+bm- LLE1Ya&d 9091-w95, rso&ded 73A1Ee���1S�
L Vok le OrPnks
Q0011btiun
rw-1
TW-Z
EPA Method 6300 B
LImIL
rrrra�retrr
1 !4)
1322w
120
Amwna
:S
BOL
BQL
Aaaleio
100
BQL
H L
Acrylonitrile
100
BQL
BQL
DM""
0.5
BQL
OM
broradJen.rene
0.5
BQL
BQL
@MMMMcT®dF®e
0 i
rA)L
HQL
HM1P r6ehlUr=d=.
0.5
BQL
BQL
Fb®4fwro
1.0
UQi.
HQL
braF>✓mumhu w
1.0
Hrxt.
HQ1.
�-HldzfflWa
'75
JjQI-
HQL
Carbon Disulfide
5.0
OQL
BQL
Carbon Tetrachloride
OS
xrjl
M-
C]tA>•tJbMwj=
03
BQL
9QL
Cblarvetlane
1.0
BQL
BQL
ra 24bloedryl vinyl ether
5.0
BQL
BDL
{ LUMVRp
05
vq- L
BQL
Chbumncewme
1.0
RQL.
BQl_
'1.13FmmmLur.
0 5
JJQJ.
BQL
*-CbI3Dm1UMC
OS
BQJ_
BQL
Cis-1,2•Dic6l"Oetbene
OS
i3QL
BQL
Cis-1,3-Didrloroproparo
0.5
BQI.
BQL
1,2-Dftomo-3-Chloroprcpenc(DBCP)
5.0
KL
BQL
1,113ibromoaddne(BDB)
05
nQI_
B{rL
❑ ammo& 1CM11.
0.5
HQL
HQL.
Llrbl=+ ether
0.5
HQL.
BQL
1,213Wdorob®zme
0.5
BQL
BQL
1.3-Diehlorobenaeae
0.5
BQL
BQL
1,4-Dirblmobem®e
03
OQL
IMQI_
l,l-Dichlmoedrone
0.5
BQL
BQL
IyDidiloroedrane
0.5
BQL
BQL
1,1-Diehlorootbene
0.5
L"
BQL
Dahlwodir3ou:a Hwiir
0.5
BQL
BQL
1,2•Diddmopropane
0.5
BQL
BQL
1.3-p a
r, s
BQL
RPE.
2yDichtcropropeae
0.5
BQL
HQL
1.1•Dichlmopropcaa
r..5
BQL
BQL
F3hyi Betrmne
0.5
fin
E1QL
2-Hexaaoae
5.0
BQL
EIQL
IPE
0.5
BQL
HQ-
9 FmplSbrn.rr,
0.5
BQL
BQL
4-Methyl-2- P
5.0
BQL
BQL
Methyllodido
1.0
BQL
BQL
Me fticce chloride
5.0
BQL
BQL
MTBC
0.5
BQL
RQI.
NwTlhl c!na
05
00
430
hl. Dunj1 cwe
0.5
BQL
RQ1.
N-PMw)Dxwjww
M
BQL
BQL
¢LTproprtCaluenr.
CO
BQL
BQL
&*Dutylinwenr.
0J'
BQL
Rio
SL�Terto
OS
BQL
BQL
Tmt-Butylb-
0-5
BQL
BQL
1,1,1,2-Tatrachlmoetbann
0.5
BQL
BQL
1,IA2-Tdmdilmoeduae
0.5
130L.
HQL
Tahadilaoethene
U
3.01
HQL
Taluur..
0.5
BQL
BQL
Tram-1,2-Diahlaroetbene
03
BQL
BQL
Tmm 13•Didthno�pmre
U.5
HQL
HQL
Trmf-1,4Didrlom-2-In ea
5.0
BrJL
HQL
1,2,3•Triehlmobm:me
0.)
BQL
BQL
I,2,4-TTiahlmobtMoa
0.5
BQL
BQL
1,1,1-T
1F5
BQL
BQL
I,IA-TTichlaoalhmm
M
BQL
MIL
Iaddaradteac
0.5
LAI
BQL
?6djwwbortaamtrer8
in 5
KQL
BQL
lx3-Tridiloreprapane
U
bQl.
MQL
1,Z4-Trimethylbmamo
03
BQL
BQL
1,3,5-Trimd6yMcutcoo
03
BUL
BqL
Vinyl Aateln
1.0
BQL
BQL
Vinyl Chloride
0.5
BQL
BQL
Total Xylem
1.0
BQL
OQI.
Dihrtioa Factor I I
Sampk Number
767" 1
787"2
Sample Date
08r13+15
08/13ets
Sample That (hn)
1445
15lu
Date Analyzed
OWIA44%
08/14015
Time Analysed
MM
1712
SunoQate Recovery
PM1gs
DBYM
(70-130%)
LOB%
103%
Toluene-M
(70-130%)
k02%
101%
4-OFF)
(70-130%)
Rt %
92%
�rF,i• sr}y
NORM
BQL - Jldow (lModud a umbs 1- Pah-M oonoeetra . pusect but blow q=WsWco tbb pyb - trait pQ br" n

RESEARCh & ANAtyTICAL
LABORATORIES, INC.
Analytical/Process Consultations
Chemical Analysis for Selected Parameters and Water Sample Identified as ATCO Property
.ldmECS.QmnuA ,LLP-talso#09-253ftrljjfC&d.jj-A.U2=2015)
I I_ Semi -Volatile Organics
Quantltation
TWA
EPA Method 625 BNA
Limit
Paramoter
[Bj,)
WEU
4-Chloro-3-methylphenol
10.0
BQL
2-Chlorophenol
10.0
BOL
2,4-Dichlorophenol
10.0
BQL
2,4-Dimethylphenol
10.0
BQL
2,4-Dinitrophenol
50.0
BQL
2-MethYl4,6-dinitrophenol
50.0
dQI.
2-Nitrophenol
10.0
JIQI.
4-Nitrophenol
50.0
BQL
Pentachlomphenol
50.0
BQL
Phenol
10.0
BQL
2,4,6-Trichlorophenol
10.0
BQL
Acenaphthene
10.0
BOL
Acenaphthylene
10.0
BQL
Anthnicene
10.0
BQL
Benzidine
50.0
BQL
BenzoWanthracene
10.0
mj-
Benzo(a)pyrene
10.0
BQL
Benzo(b)fluonmthene
10.0
BOL
Benzo(Rhi)perylene
10.0
BOL
Benzo(k)Iluomnthene
10.0
BQL
Benzyl butyl phthalate
10.0
BQL
Bis(2-chloroethoxy)methane
10.0
BQL
Bis(2-chloroethy4ether
10.0
BQL
1310-chloroisopropyDether
10.0
BQL
Bis(2-ethyl-hexyl)pbthalate
10.0
BQL
4-Bromophenyl phenyl ether
10.0
BQL
2-Chloronaphthalene
10.0
BQL
4-Chlorophenyl phenyl ether
10.0
BQL
0-1 y.4cnt
10.0
BQL
Dibenzo(a,h)anthracene
10.0
Lli)L
1,2-D(chlorobenzene
10.0
1301.
1,3-Dlchlorobemene
10.0
BOL
1,4-Dichlorobenzene
10.0
BQL
3,3-Dichlombenzidine
20.0
BQL
Diethyl phthalate
10.0
BQL
Dimethyl phthalate
10.0
Fa()l
Di-N-Butyl phthalate
10.0
BOL
24-Dimtrotoluene
10.0
BOL
2,6-Dinitrotoluene
10.0
BQL
Di-N-Octyl phthalate
10.0
BQL
1,2-Diphenylhydmz(ne
50.0
BQL
Fluoranthene
10.0
BQL
Fluorcne
10.0
BQL
Hexachlorobenzene
10.0
BQL
Hexachlorobutadiene
10.0
BOL
Hexachlorocyclopentadiene
10.0
BQL
Hexachloroethane
10.0
BQL
Indeno(1,2,3-ad) pyrene
10.0
BQL
Isophorone
10.0
BQL
Naphthalene
10.0
10A
Nitrobenzene
10.0
BQL
N-Nitrosodimethylamine
10.0
BQL
N-nitrosodi-n-propylamine
10.0
BQL
N-Nitrosodiphenylamine
10.0
Gg+ [-
Phenanthrene
10.0
BOL
i „-M
10.0
BOL
1,2,4-Trichlorobenzene
10.0
BOL
2-Methy1naphthalene
10.0
26.6
I-Methybopthalene
10.0
27.4
Dilution Factor
Sample Number
7970-02
Sample Date
6UI VI S
Sample Time (Ara)
1530
Date Extracated
o8/17/15
Date Analyzed
0B/19/15
Time Analyzed
2058
Surrogate Recovery
Range
2-Fluorophenol
(5-770/e)
61 %
Phenol-D6
(7-64%)
46%
Nitrobenzene•DS
(29.1490%)
82%
2,4,6•Tribromophenol
(12-123%)
76e/u
2•Fluorobiphenyl
(10-133%)
70e/a
4-Terphenyl-D14
(20-133%)
73%
&vR - iIleN-w Ad l ba 1- WOO waled Pow be bd- q,mehClm amh
8% atbw OumMbtiw Umk' PPb - P-P. bahm

RESEARCIi 81 ANALyTICAt
LABORATORIES INC. ~ ~
3 r�
Analytical/Process Consultations
Chemical Analysis for Selected Parameters and Water Sample Identified as ATCO Property
(An ECS Carolinas, -UP Proiect #09-25395. collected 13 AuQust 2015)
III. Method MADEP 98-1 VPH
Quantitation
'i W-1
TW-2
Limit
Parameter
{Epb}
{nnb)
III&
C5-C8 Aliphatics
100
BQL
BQL
C9-C 12 Aliphatics
100
BQL
BQL
C9-C 10 Aromatics
100
BQL
BQL
Dilution Factor
I
1
Sample Number
7870-01
7870-02
Sample Date
08/13/15
08/13/15
Sample Time (hrs)
1445
1530
Date Analyzed
08/18/15
08/18/15
Time Analyzed
1721
1748
IV. Method MADEP 98-1 EPH
Quantitation
TW--1
TW4
Limit
Parameter
�nubl
(ppb)
)
C9-C 18 Aliphatics
100
NR
255
C 19-06 Aliphatics
100
NR
BQL
C11-C22 Aromatics
100
NR
230
Dilution Factor
1
Sample Number
7870-01
7870-02
Sample Date
08/13/15
08/13/15
Sample Time (hrs)
1445
1530
Date Analyzed
08/19/15
Time Analyzed
0554
BQL = Below Quantitation Limits ppb a parts per billion (ppb)
NR = Not Requested

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RESEARCH & ANA[yTICAI
LABORATORIES, INC.
Analytical/Process Consultations
CASE NARRATIVE
Two (2) water samples were received in good condition on 14 August 2015.
The sample was analyzed without difficulties unless noted below.
// 09- )2l 11 r
Sidney L. Champion Date
Director of Laboratory Services
P.O. Box 473 • 106 Short Street • Kernersville, North Carolina 27284.336-996-2841 • Fax [phone]
www.randalabs.com

QA/QC Summary
Method: d: A20
&MB0110/20/50/50011090 PP C FILE NAME: WLCO814
CLIENT: ECS CAROLINAS PROJECT: ATCO PROPERTY
Sample ED:
7870 — 01 — 02
INSTUMENT:
MS-2
Pagel of 2
Extraction Method
NIA
Date Extracted
NIA
Weight Extracted
25M L
Final Extract Volume
25ML
Date Analyzed
08114J15
% Surrogate Recovery
103
98
10U
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acreplauv
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
% Rec.
°l� Rec,
RPD
°Yq REC
m /L
Plank
RecoveryRange
�DICHLORODIFLUOROMETHANE
0.12
ND
87
70-130
CHLOROMETHANE
0.07
ND
95
70-130
VINYL CHLORIDE
0.11
ND
102
70-130
BROMOMETHANE
0.18
ND
93
70-130
CHLOROETHANE
0.11
ND
104
70-130
rRICHLOROFLUOROMETHANE
0.09
ND
101
70-130
ACETONE
1.18
ND
81
70-130
ACRYLONITRILE
12.38
ND
117
70-130
2-BUTANONE
0.88
ND
100
70-130
I,1-DICHLOROETHENE j
0.09
ND
103
70-130
91
94
3
14
70-130
METHYL IODIDE
0.19
ND
110
70-130
CARBON DISULFIDE
0.45
ND
102
70-130
METHYLENE CHLORIDE
0.57
ND
101
70-130
TRANS-1,2-DICHLOROETHENE
0.10
ND
99
70-130
I,1-DICHLOROETHANE
0.17
ND
103
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
105
70-130
ME'CI-IYI: TERT-BUTYL ETHER(MTBE)
0. 16
1' D
90
70-130
VINYL ACETATE
0,24
NO
99
7U-130
CIS-1,2-DICHLOROEfHENE
0.09
NU
91
70-130
2,2-DICHLOROPROPANE
0_Q9
141)
94
70-110
BROMOCHLOROMETHANE
0.12
ND
103
70-130
CHLOROFORM
0,05
Ni)
too
70-130
1,1,1-TRICHLOROETHANE
0.12
ND
101
70-130
CARBON TETRACHLORIDE
0.10
ND
98
70-130
I,I-DICHLOROPROPENE
0.12
ND
103
70-130
BENZENE
0.05
ND
104
70-130
91
96
5
11
70-130
ETHYL ACETATE
0.35
ND
100
70-130
1,2-DICHLOROETHANE
0.09
ND
91
70-130
TRICHLOROETHENE(TCE)
0.12
ND
96
70-130
99
90
2
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
107
70-130
DBROMOETHANE
0.25
N1]
96
70-130
COMMENTS:

QA/QC Summary
Method: /10 0 00/100 FILE NAME: WLC0814 Page 2 of 2
CLIENT: ECS CAROLINAS PROJECT: ATCO PROPERTY
SAMPLE ID:
7870 - 01-
02
LCS
Acceptr
212
NIS
h D
RPD
C LIMITS
Compound
MDL
Method
LCS %
RAD
%REC
m
Blank
Recovery
°l Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
97
70-130
-METHYL-2-PENTANONE
1.01
ND
101
70' 130
CIS-1,3-DICHLOROPROPENE
0.10
ND
99
70-130
TOLUENE
026
ND
76
70-130
96
90
5
13
70430
TRANS-I,3-DICHLOROPROPENE
0.12
ND
92
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
93
70-130
EfRACHLOROETHENE(PCE)
0,17
ND
95
70-I30
2-HEXANONE
1.42
ND
95
70-130
DIBROMOCHLOROMETHANE
0.07
ND
90
70-130
1,3-DICHLOROPROPANE
0.13
ND
96
70-130
1,2.DIBROMOETHANE(EDB)
0.15
ND
97
70-130
CHLOROBENZENE
0.10
ND
97
70-130
85
88
3
13
70-130
1,1,1,2-TETRACHLOROETHANE
0.10
ND
91
70-130
FTHYLBENZENE
0.07
ND
99
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
95
70-130
STYRENE
0.04
ND
97
70-130
BROMOFORM
0.29
ND
85
70-130
iSOPROPYLBENZENE
4,08
ND
98
70-130
BROMo8DME
0.07
ND
95
70-130
1,* TRICl4LOROPROPANE
0,11
ND
98
7N 130
TRANF,1+DICKL0R0-2-BUTLNE
0.52
ND
97
70.130
N-PRoP LeE NE
US
NT)
99
70-130
-CHLOROTOLUENE
0.10
ND
100
70-130
aCHLOROTOLUENE
0.09
ND
97
70-130
1,3,5-TRUAETHYLBENZENE
0.07
ND
100
70-130
TERT-BUTYLBENZENE
0.08
ND
92
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
95
70-130
EC.BUTYLBENZENE
0,12
ND
97
70.130
1,3-DICHLOROBENZENE
0.12
ND
%
70.130
11,1,2,2-TETRACHLOROETHANE
0.08
ND
95
70-130
P-ISOPROPYLTOLUENE
0.09
ND
96
70-130
1,4-DICHLOROBENZENE
0,08
ND
95
70-130
1,2-DICHLOROBENZENE
0.09
ND
96
70-130
N-BUTYLBENZENE
0.10
ND
100
70-130
1,2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
88
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
93
70-130
NAPHTHALENE
0.18
ND
100
70-130
1,2,3.TRICHLOROBENZENE
0.18
ND
90
70-130
COMMENTS:

QA/QC Summary
Method: 625 100/200 PPB QCJ
JJFME NAME: WLCO819-MS1
Page 1 of 2
CLIENT:ECS GREENSBORO
PROJECT:ATCO PROPERTY
SAMPLE ID:
7870-02
INSTRUMENT:MS-1
Extraction Method
3510
Date Extracted
08/17/15
Weight Extracted
I L
Final Extract Volume
I i41 L
Date Analyzed
08/19/15
% Surrogate Recovery
59
38
74
80
74
82
Acceptance Range
(5 - 77)
(7 - 64)
(29 -149)
(12 -123)
(10 -133)
(20 - 133)
LCS
MS
MSD
Accept.
Range
I; PD
C 111MI'r
Compound
MDL
Method
LCS %
% Rec.
% Rec.
UG/L
Blank
Recove
RPD
% REC
N-Nit modimelhylamine
0.970
ND
65
8-104
Bis(2-Woroethyl)ether
0.430
ND
81
45-111
Phenol
0.460
ND
45
D-76
26
31
16
42
12-110
2-Chlomphenol
0.300
ND
81
30-107
64
74
14
411
27-123
1,3-Dichlorobenzene
0.250
ND
71
48-90
1,4-Diddorobmzaw
0.200
ND
69
50-90 4S 52
[5 28 36-97
1,2-Dichlorobenzene
0.100
ND
68
50-93
Bis(2-chloroisopropyl)ether
0.380
ND
72
50-107
N-nitrosodi-n-propylamme
0.500
ND
81
47-111 76 85
12 38 41-116
Hexachloroethane
0.220
ND
66
36-90
12-Nitcophenol
0.670
ND
100
33-110
2,4-Dimethylphmol
1.550
ND
66
43-100
NitrolFpF7r4w
0.500
ND
79
46-112
hophorone
0.510
ND
68
50-104
Bis(2.chloroethoxy)nea me
0.420
ND
64
49-105
2,4-Dichlorophenol
0.540
ND
69
33-108
1,2,4-Trichlorobenzeae
0.560
ND
67
47-95 1 63 74
17 28 39-98
4-Chloro-3-methylphenol
1.830
ND
75
44-107 63 j 77
19 42 23-97
Naphthalene
0.710
ND
71
50-96
�Hexadil)mbu"ene
0.770
ND
69
24-100
2,4,6-Tricblorophenol
0.540
ND
79
22-124
2-Methyl4,6-Dinitrophenol
3.250
ND
99
16.115
_
4Nitrophenol
6.670
ND
41
1-69 24 28
16 50 10-80
Hexarhloroeyelopentadiene
0.970
ND
61
16-85
N/A
= Data Not Available
" = FAILED

QA/QC Summary
Method: 625 100/200 PPB QC
FILE NAME: WLC0819-MS1 Page 2 of 2
CLIENT:ECS GREENSBORO (PROJECT:ATCO PROPERTY
QC LLMITS
LCS
Compound
MDL
Method
LCS %
Acceptr
linge
MS
MSD
RPD
UGIL
Blank
Recovery
% Rec.
% Rec.
2-ChlomnapIdUa a
0.420
ND
71
51-100
RpD
4/Q1EC
Dimethyl phthalate
0.400
ND
76
47-107
Aceaaphihylene
0.150
ND
68
49-100
2,6-D;nitrotoluene
0.670
ND
84
49-106
Acenaphthene
0.280
ND
80
48-102
5o
58
15
31
46-118
2,4-Dinitrotolucne
0.670
ND
74
50-106
57 1
66
15
38
24-96
Diethyl phthalate
0.820
ND
77
49-107
4.Qdor*enyl phenyl ether
0.730
ND
86
43-112
2,4-Dinitrophenol
4.190
ND
1l}9
D-11 B
P-t-Norophenol
5.220
ND
90
15-123
43
54
22
50
9-103
N-NitrosAphenylamine
1.150
ND
93
35-121
14-Brmnophenyl phenyl ether
0,670
ND
85
48-107
Hexachlorobaime
0.390
ND
83
50-102
Fume
0.280
ND
77
42-105
Antltrtl. ua
0.200
ND
80
44-104
Di-N-ButylphthdW
0.650
ND
71
44-111
Benzidino
3.370
ND
10
D48
Pyr-e
1.920
ND
79
39-107
61
72
17
31
26-127
Benzyt butyl phthalate
1.220
ND
78
39-116
llaano(n)re
0.380
ND
85
36-114
3,3-Diddorobenzidine
5.050
ND
29
6-52
C LMcnc
0.700
ND
78
45-99
Bis(2 ethyl-hcxyl Pwwak
1.140
ND
80
30.134
Di-N-0 tylphthalate
0.740
ND
79
37-131
Bauo(b)fiumxtdhene
0.770
ND
91
49-107
IBanzo(k)tlune
0.600
ND
64
37-112
iBenzo(a)pyrene
0.430
ND
79
49-105
lndeno(1,2.3-4pyrene
1.210
ND
88
38-122
D►tI=o(a,h)enthracone
1.680 ND 82 43-118
Benzo(g h,i)pe ylene
1.780 ND 81 42-119
N/A
s Data Not Available " = FAII.ED

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RESEARCh & ANA[yTICAL
LABORATORIES, INC.
Analytical/Process Consultations
Quality Control Summary Results for Project Identified as ATCO Property
(An EEgjcet 1
Parameter
Lead, Total
COMMENTS:
Prep ICV Spike Spike Duplicate
Blank % Recovery % Recovery % Recovery
BDL 105 98 <1
Corresponding Sample Numbers: 7870-01
% = Percent
ICV = Initial Calibration Verification
P.O. Box 473 • 106 Short Street • Kernersville, North Carolina 27284. 336-996-2841 • Fax [phone]
www.randalabs.com

RESEARCh & ANA[yTICAI
LABORATORIES, INC.
Analytical/Process Consultations
Six (6) soil samples were received in good condition on 24 July 2015. The
samples were analyzed without difficulties unless noted below.
Sidney L. Champion
Director of Laboratory Services
713,4P>
Date
P.O. Box 473 • 106 Short Street • Kernersville, North Carolina 27284 • 336-996-2841 • Fax [phone]
www.randalabs.com

QA/QC Summary
_
Method: 8260 S 5 /
FILE NAME: SLC0728
CLIENT: ECS(CAROLINAS)
(PROJECT: PATTERSON)
Sample ID:
7021— 01— 06
INSTUMENT:
MS -I
Page 1 of 2
Extraction Method
5035
Date Extracted
N/A
Weight Extracted
50/5ML
Final Extract Volume
5G/5ML
Date Analyzed
07/28/15
% SurrogateRecoveg
94
107
102
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
MS
91D
RFD
QC LIMITS
Compound
p
MDL
Method
LCS %
% Rec.
% Itec.
RPD
% REC
m
Blank
RecoveryRange
�DICHLORODIFLUOROMETHANE
0.00047
ND
74
56-126
CHLOROMETHANE
0.00050
ND
82
62-133
VINYL CHLORIDE
0.00059
ND
88
67-136
BROMOMETHANE
0.00028
ND
96
72-130
CHLOROETHANE
0.00029
ND
98
73-138
CHICHLOROFLUOROMETHANE
0.00037
ND
105
78-131
ACETONE
0.00159
ND
90
62-119
ACRYLONITRILE
0.00036
ND
111
76-135
2-BUTANONE
0.00152
ND
86
62-122
1,1-DICHLOROETHENE
0.00059
ND
97
82-133
116
101
d
14
61-145
METHYL IODIDE
0.00307
ND
106
70-136
CARBON DISULFIDE
0,00042
ND
101
76-132
METHYLENE CHLORIDE
0.00138
ND
101
68-135
TRANS-1,2-DICHLOROETHENE
0.00107
ND
106
80-134
_
I,I-DICHLOROETHANE
0.00036
ND
98
74-140
:SOPROPYL F.WR(IPE)
0.00024
ND
96
67-139
TERT-BUTYLETHER(MTBE)
0.00032
ND
96
68-131
VINYL ACETATE
0.00035
ND
93
67-127
CIS-1,2-DICHLOROETHENE
0.00031
ND
93
78-133
R,2-DICHLOROPROPANE
0.00029
ND
110
72-123
BROMOCHLOROMETHANE
0.00049
ND
97
71-139
CHLOROFORM
0.00029
ND
100
81-126
1,1,1-TRICHLOROETHANE
0,00028
ND
105
76-129
CARBON TETRACHLORIDE
0.00081
ND
106
81-133
I,1-DICHLOROPROPENE
0.00059
ND
103
80-135
BENZENE
0.00038
ND
99
78-131
125
118
6
11
76-127
ETHYL ACETATE
0.00074
ND
86
63-122
1,2-DICHLOROETHANE
0.00055
ND
109
72-132
TRICHLOROETHENE(TCE)
0.00028
ND
101
79-126
119
108
10
14
71-120
1,2-DICHLOROPROPANE
0.00023
ND
104
79-126
DIBROMOETHANE
0.00043
TAD
109
71-129
COMMENTS:

0A/0C Summary
Method: S I 0/ 00/ 00 1.000 PPB C
FILE NAME: SLC0728
Page 2 of 2
CLIENT: ECS(CAROLINAS) (PROJECT: PATTERSON)
SAMPLE ID: 7021-
01- 06
LCS
Acceptr
ange
MS
MSD
RPD
C LIMITS
MDL
Compound m
g�
Method
LCS %
RPD
o
/o REC
Blank
Recovery
rY
% Rec.
% Rec.
BROMODICHLOROMETHANE 0.00026
ND
106
71-126
-METHYL-2-PENTANONE 0.00052
ND
101
67-122
CIS-1,3-DICHLOROPROPENE 0.00023
ND
106
70-125
TOLUENE 0.00027
ND
108
65-139
121
112
7
13
76-125
TRAN5-1,3-DICHLOROPROPENE 0.00052
ND
107
65-131
1,1,2-TRICHLOROETHANE 0,00041
ND
97
64-137
I'ETMCHLOROETHENE(PCE) 0.00026
ND
ill
61-164
•HEXANONE 0.000501
ND
102
63-118
DIBROMOCHLOROMETHANE 0.00037
ND
99
60-138
1,3-DICHLOROPROPANE 0.00033
ND
90
64-135
1,2-DIBROMOETHANE(EDB) 0.00074
ND
93
68-131
HLOROBENZENE 0.00029
ND
106
87-121
124
111
11
13
75-130
I1,1,1,2-TETRACHLOROETHANE 0.000411
ND
104
85-131
YLBENZENE 0.00028
ND
106
91-121
TOTAL XYLENES(M&P, 0) 10.00056
ND
104
88-127
STYRENE 0.00037
ND
103
88-124
BROMOFORM 0.00045
ND
94
66-133
ISOPROPYLBENZENE 0.000271
ND
107
90-125
BROMOBENZENE 0.00028
ND
106
81-128
1,2,3-TRICHLOROPROPANE 0.00043
ND
116
66-132
TRANS. I,4-DICHLORO 2-BUTENE q.00050
ND
104
77-120
a-PROPYLBENZENE 0.00059
ND
108
88-123
2..-CHLOROTOLUENE 0.00050
ND
103
86-126
HLOROTOLUENE 0.00042
ND
106
82-125
11,3,5-TRIMETHYLBENZENE 0.00054
ND
104
89-124
T.ERT-BUTYLBENZENE 0.00029
ND
102
89-128
1,2,4-TRIMECHYLBENZENE 0.000561
ND
105
87-125
SEC-BUTYLBENZENE 0.00042
ND
105
88-127
1,3-DICHLOROBENZENE 0.00041
ND
102
79-127
1,1,2,2-TETRACHLOROETHANE 0.00078
ND
90
72-128
P-ISOPROPYLTOLUENE 0.00049
ND
103
86-128
1,4-DICHLOROBENZENE 0.00042
ND
98
80-122
1,2-DICHLOROBENZENE 0.00039
ND
97
80-123
N-BUTYLBENZENE 0.0003'
ND
107
84-127
1,2-DIBROMO.3-CHLOROPROPANE(DPCP) 0.00067
ND
111
66-125
1,2,4-TRICHLOROBENZENE 0.00025
ND
98
76-117
ifHTHALENE 0.00047
ND 1
93
79-110
_
1,2,3-TRICHLOROBENZENE 0.00036
ND 1
93
72-118
MENTS:

QA/QC Summary
Method: 8270 I00 200 PPB C FILE NAME: SLC0728-MSI
Page 1 of 2
CLIENT:ECS PROJECT: PATTERSON
Sample ID:
7021-01-06
INSTUMENT: MS-1
Extraction Method
3 S 50
Date Extracted
07n811.5
Weight Extracted
I NG
Final Extract Volume
1 N L.
Date Analyzed
07/28/15
% Surrogate Recovery
70
75
70
80
76
80
Acceptance Range
I(21- 110)
(10 - 110)
(35 -114)
(10 - 123)
(43 -116)
(33 - 141)
LCS
MS
MSD
Accept.
RPD
QC LIMITS
MDL
Method
LCS %
Compound
Range
% Rec.
% Rec.
mWkg
Blank
Recover
RpD
% REC
N-Nitrosodimethylamine
0.047
ND
70
51-108
Bis(2-Moroethyl)ether
0.066
ND
68
49-110
1'heocl
0.066 T
N1)
77
52-118
51
64
21
42
12-110
2-Chlorophenol
0.060
ND
75
55-111
60
74
20
40
27-123
1,3-Dichlorobenzene
0.085
ND
74
54-108
1,4-Dichlorobenzene
0.050
ND
74
55-112
51
61
IN
28
36-97
1,2-Dichlorobenzene
0.047
ND
74
53-112
Benzyl Alcohol
0.087
ND
78
47-160
2-Methylphenol(O-CRESOL)
0.072
ND
76
35-127
3&4-Methyiphenoi(M&P CRESOL)
0.063
rM
76
47-132
Bis(2-cWoroi%Mpy1)ether
0.063
ND
66
37-116
N_nhmsodi-n-propylamine
0.057
ND
82
45-123
73
89
20
38
41-116
lrexer75loroelh.te
0,069
NO
73
52-107
2-Nitropheaol
0.066
ND
83
56-117
2,4-Dimdhylphenol
0.079
NU
67
35-118
Nitrobw.ene
0.072
ND
73
50-99
Isophorone
0.079
ND
66
48-100
Bis(2-chloroethoxy)nethane
0.063
ND
63
51-96
Beozoic Acid
0.348
ND
76
D-136
2,4-Dichlorophenol
0.066
ND
70
42-117
1,2,4-Trichtorobw.ene
0.047
^
ND
72
53-95
71
91
25
28
39-98
4-CWoro-3-methylphenol
0.141
ND
74
49-128
67
79
16
42
23-97
4-Chloroaniline
0.479
ND
68
44-116
HexadilorabU"ene
I
0.057
N D
67
39-121
2-Methy1naphihalene
0.056
ND
66
63-105
Dtbe fit=
0,063
ND
92
50-128
�
2,4,6-Trichlorophenol 0.044 N1P 81 23-167
2,4,5-Trichlorophenol 0.107 ND 86 32-158
NfA .

QA/QC Summary
Method: 8270 100/200 PPB QQ j
FILE NAME: SLC0728-MS1
Page 2 of 2
CLIENT:ECS PROJECT: PATTERSON
MDL Method LCS %
Compound mg/kg Blank Recovery
LCS
Acceptr
ange
QC LIMITS
MS
MSD
1 !}
% Rec.
% Rec.
0.170
ND
98
64-140
RPD
% REC
F2-MethyI4E,6-DinitMhenoI
0.232
ND
76
50-140
61
71
15
50
10-80
Hexachlorocyclopentadiene
0.079
ND
59
12-129
2-ChloronaphthWene
0.046
ND
80
46-127
Dimethylphthalate
0.066
ND
82
51-113
a,xn.prunxla
0.066
ND
87
41-128
2,6-Dinitrotoluene
0.075
ND
89
58-120
Azawph►hene
0.057
ND
75
49-129
52
64
22
31
46-118
2,4-Dinitrotoluene
0.079
ND
88
53-123
62
78
23
38
24-96
Fluorene
0.060
ND
75
49-127
Diethylphthalate
0.072
ND
89
47-117
4-Chlorophenyl phenyl ether
0.050
ND
83
46-134
2,4-Dinitrophenol
0.188
ND
88
45-147
Azobenzene
0.083
ND
69
45-117
Pentachlorophenol
0.129
ND
94
64-144
51
1 65
25
s0
9-103
N-Nitrosodiphenylamine
0.066
ND
93
2-127
4-Br-ophenyl phenyl ether
Hexachlorobenzene
phenanthme
Anthracene
Di-N-Butyl phthalate
0.085
0.069
0.075
0.072
0.097
ND
ND
ND
ND
ND
79
80
91
77
86
50-130
50-131
50-135
57-131
47-115
Huoranthene
IBenzidine
Yyrcna
0.085
0.048
0.038
ND
ND
ND
80
34
88
47-128
D-150
56-120
C?
75
11
31
26-127
Benzyl butyl Phthalate
0.060
ND
76
55-122
Benzo(a)anUuacene
3,3-Dichlorobenzidine
Chrysene
0.050
0.122
0.060
ND
ND
ND
87
40
88
62-119
D-114
60-124
Bis(2-dhyl-hexyl)phthalate
0.066
ND
78
46-124
Di-NActyl phthalate
Benzo(b)fluoranthene
0.079
0.122
ND
ND
83
97
49-131
60-132
Benzo(k)fluoranthene
0.110
ND
67
39-137
Benzo(a)pyrena
0.047
ND
95
63-126
_
lndeso(1,2,3-cd) pyrene
0.094
ND
88
39-159
IDibenzo(a,h)entl==e
0.088
ND
89
20-158
Benzo(g,h,i)perylene
0. 997
ND
80
40-158
MAI= Data Not Available " = OUT OF RANGE
I

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APPENDIX F
(Non -Hazardous Waste Manifests & Weight Tickets)

Ezribiec, -of NC, -4pc.
PUC.*
Post 3 Offict Box 130 LVJM& EV19ES JUNE 30, 2V 1
Saiiforl TINC 27 IJ 3 1 Ell 3
Phone, #: '919-774-4.5-1
Fax It: 919-774-64125
�'ION-JIAZARDQ US VIIASTE
.n—p.jt�Gt 11-11�albps- Lmd N Ed?ez:
Contacv.
r laomtv CwMt:
Contact : Shar"m Queer.
Phone: [phone],229
Contact: Scat wKelle�. -N imlle lloldzT
3145 B,,&- U�,k, NC 272C! lD5he-
Taw
iliel Wei &-Li
Gorlei-o"'Or's k,jrb'fiimfj.n-n: .1 ceitify thatlfht mate!-als Oescribv-,d above, m this not
snabiem W � twiatiorm, f67- mpuryg prupar d * s 'o"Ti
31 1 Tasal I HAZ.eARDC)U3 v.ASTE:,
Dii,"-ai5 Sippaturo, Dak,
9f 56 & AC otwi *d X V, m 'm I ?,-Aml R), I g w "L,;R rAV, f, c E a �-ir i uL

F a vt h ke c o fu N C, -1
Po-,;t Qlfflo.D Bwx " 3111
" MEN& EYPRES JONE 3D. 2U
sardbr4 NfC 7331 JQEJFHOLDER
-)119--'74-6414 1w
Loaku, N�walbv
Contac.:
.D
I 11cw'u"
Aurw 336-2-40-42-29
3 14 5 -Ko,%ar ;� boir NC Rom- 9i Lac,
-1 r-7—
Nol -W-nioll,
"'"neatai's corf"icatIon: 1 ceit,pi :hpc0atol-;akcw"k�-1, �(, s a"aflumZ
subjecato fo6crai. 0 mg j-operdvzpn,,W inf-442—IR-COUS Vl,"kSTL'
T Daw
o2f Rlxeipt of
1, All ck.!)t 41ok--i x�ov--� �-_lY, h V-0Vta.q, rp

Xwthtec af NC, hm.
Post Offidw Box 130
Samfoyd, TqC-27331
I'liftanp, 9: 91,3474-45 1 J
Fax #- 919-7'14-641S,
L NSA FXpjR
ES
IS Mid6TE I)VIANUES'Y
J.-
lwdNumbov
Cumuft
Phone.-
Cmaw sh,mw Oq qmlm
Phonz: 336-240-4220
3 1,4-5 Rosser Road,19yx Cra.,.c, NC 777ff;
W a s D crs c 1- i p i o in:
Ll
Crack
111vigilit.
T-W
NOW01ght.
70 v
—J:�
--Im w- T—i- �A; i'c-a L IL k, T(5 e—�Iwirmgll
de;w-ill-d abow r7l, -AN manifi:xt verim.
sut*ct I fd I nwdlr�x ng j-)rG-Oe.rcl.i,,,,posaj of B WA TE,
rooA ny Signaiw
I Dcneraalt
Acknwledgviti.,.�t o 'Tlloceip- ;A 1�jp�jerjAk:
Date
flqk�.] iis' �orve
Ry F oil ��fl viv-mmrmf .11, lu,

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V;Y,.a;iE�v�:.
SAY eat to SUN
ry f

APPENDIX G
(UST-2 Site Investigation Report for Permanent Closure
or Change -In Service of UST)

Return completed form to: STATE USE ONLY:
The DWM Regional Office located in the area where the facility is located. Send a copy to the Central Office in Raleigh so that HI #
the status of the tank may be changed to "PERMANENTLY CLOSED" and your tank fee account can be closed out.
SEE MAP ON THE BACK OF THIS FORM FOR THE CENTRAL AND REGIONAL OFFICE ADDRESSES. Date Received.
For more than five UST systems you may attach additional forms as needed.
Permanent closure — For permanent closure, complete all sections of this form.
Change -in-service — For change -in-service where UST systems will be converted from containing a regulated substance to storing a non -regulated
substance, complete sections I, II, Ill, IV, and VIII
Effective February 1, 1995, all UST closure/change-in-service reports must be submitted in the format provided in the UST-12 form. UST closure and
change -in -services must be completed in accordance with the latest version of the Guidelines for Tank Closure. A copy of the UST-12 form and the
Guidelines for Tank Closure can be obtained at www.wastenotnc.org.
You must make sure that LISTS removed from your property are disposed of properly. When choosing a closure contractor, ask where the tank(s) will be
taken for disposal. Usually, LISTS are cleaned and cut up for scrap metal. This is dangerous work and must be performed by a qualified company. Tanks
disposed of illegally in fields or other dumpsites can leak petroleum products and sludge into the environment. If your tanks are disposed of improperly, you
could be held responsible for the cleanup of any environmental damage that occurs.
NOTE: If a release from the tank(s) has occurred, the site assessment portion of the tank closure must be conducted under the supervision of a P.E. or
L.G., with all closure site assessment reports bearing the signature and seal of the P.E. or L.G.
_ _ 1. OWNERSHIP OF TANKS
Owner Name (Corporation, Individual, Public Agency, or Other Entity)
JE Capital, LLV
Street Address
3031 Pleasant Ridge Road _
City County
Summerfield Guilford
State Zip Code
NC 27358
[phone]
Facility Name or Company
Former ATCO Facility
Facility ID # (If known)
Street Haaress
2806 Patterson Stret
City
Greensboro
Phone Number
County
Guilford
M"W CONTACT PERSONNEL
Contact for Facility: Job Title:
Mr. Eddie Krusch _ Owner
Closure Contractor Name: Closure Contractor Company: Address:
A-1 Salvage and Demolition _ P.O. Box 4787 Archdale, NC 27263
Primary Consultant Name: Primary Consultant Company: Address:
Randy H. Cavallier ECS Carolinas, LLP 4811 Koger Blvd Greensboro, NC 2740
IV. US. INFORMATION FaMEGISTERED UST SYSTEMS
Tank Size in Tank Last Last Use Permanent Change -in -
ID No. Gallons Dimensions Contents Date Close Date Service
I Date
Tank Size in Tank
ID No. Gallons Dimensions
1 2000 j 5" X 12'
Fuel Oil
Last Last Use Permanent Tank Owner
Contents I Date I Close Date Name "
Fuel Oil ] Unknow I 7/24/15 JE Capital
E In
.�001
�DOI
OMNI
0.
■ 1
Water in
eucavalinn
Yes No Yes
® 1 ❑ ❑
Zip Code
Phone. No:
336-202-8762
Phone. No:
f336) 434 1105
Phone. No:
[phone]
Notable odor or visible
#EOC'
Free Notable odor or visible
roduct soil contamination
No Yes �N`o'�
El-
" If the tank owner address is different from the one listed in Section I., then enter the street address, city, state, zip code and telephone no. below:
VIII. CERTIFICATION
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this and all attached documents and that
based on my inquiry of those individuals immediately responsible for obtaining the information, I believe that the submitted information is true accurate and
complete.
Print name and official title of owner or owner's authorized representative Signature Date Signed
Randy H. Cavallier as Agent /�) 9/8/2015
11 /2006

APPENDIX H
Boring Log & Monitoring Well Construction Diagram

A
9
PROJECT: ATCO Property MONITORING WELL NO I TW.2
CLIENT: JE Capital, LLC PROJECT NO. 09-25395
LOCATION: ELEVATION:
71.
2806 Patterson Street Greensboro, Guilford County. NC
DRILLER: I DATE DRILLED: LOGGED BY:
DRILL RIG:
Elevation/
Depth (Ft) FL
11
13
25
$0 1
. —mi
3D Environmental Investigations
Geo robe Direct Push
Q)
N i>
(D
C
E E
CU =
E
" 8 -:�
U) z
0,2—
co
DEPTH TO WATER:
SOIL DESCRIPTION
MHISM Fill
Soil is fill, red/brown, silty sand
WELL
CONSTRUCTION
ill
Page 1 of 1

TEMPORARY MONITORING WELL CONSTRUCTION DIAGRAM
Locking cap
Project
Former ATCO
1 ft, Casing Above Ground
Owner
Well No.
TW-2
GROUND SURFACE
Location
Greensboro, NC
MD Coordinators
State Permit No.
3 inch diameter
Topography Setting
drilled hole
Ground Elevation
Drilled By
3D
Well casing,
Drilling Started
8/12/2015
1 inch diameter,
Drilling Completed
8/12/2015
Method of Drilling
Direct Push
Type of Rig
Geoprobe
Open
MONITORING WELL DATA
5 ft
Bentonite Well No. TW-1
Hole Diameter 3 inches
811 Hole Depth 20.5 feet
Casing Diameter 1 inch
i01i
Well Screen,
1 inch diamter
0.01 slot
❑ Sand Pack
20.5 ft.
Measuring Points are from the Ground
rface Unless Otherwise Noted.
Casing Length
Screen Diameter
Screen Slot
Screen Type
Surface Elevation
Screen Top El.
Screen Bottom El.
Well Status
SWL= 11.45
10 feet
1 inch
0.1
REMARKS
Temporary Monitoring Well Diagram