WS-10149_45292_CA_LSA_20200615

PHASE I LIMITED SITE ASSESSMENT REPORT
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Incident No. 45292
Prepared For:
Mr. Bobby Page
Page Distributing Company, Inc.
P.O. Box 25045
Winston-Salem, North Carolina 27114
Prepared By:
Progress Environmental Group, Inc.
P.O. Box 5884
Winston-Salem, North Carolina 27113
[phone]
Progress Project No. 1020075.001
June 11, 2020
Phase I Limited Site Assessment
Page Distributing Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
i
TABLE OF CONTENTS
A SITE IDENTIFICATION ....................................................................................................................... 1
B RISK CHARACTERIZATION .............................................................................................................. 2
1 GROUNDWATER/SURFACE WATER/VAPOR IMPACTS .............................................................................. 2
2 LAND USE ............................................................................................................................................... 3
C RECEPTOR INFORMATION ............................................................................................................... 4
1 WATER-SUPPLY WELLS .......................................................................................................................... 4
2 PUBLIC WATER SUPPLIES ....................................................................................................................... 4
3 SURFACE WATER .................................................................................................................................... 4
4 WELLHEAD PROTECTION AREAS ............................................................................................................ 5
5 DEEP AQUIFERS IN THE COASTAL PLAIN PHYSIOGRAPHIC REGION ........................................................ 5
6 SUBSURFACE STRUCTURES ..................................................................................................................... 5
7 PROPERTY OWNERS AND OCCUPANTS .................................................................................................... 5
D SITE GEOLOGY AND HYDROGEOLOGY ....................................................................................... 5
E SAMPLING RESULTS ........................................................................................................................... 6
1 SOIL ........................................................................................................................................................ 6
2 GROUNDWATER ...................................................................................................................................... 6
F CONCLUSIONS AND RECOMMENDATIONS ................................................................................. 6
G FREE PRODUCT INVESTIGATION/RECOVERY ........................................................................... 7
H SITE HISTORY ....................................................................................................................................... 7
I REFERENCES ....................................................................................................................................... 10
FIGURES
Figure 1 – Topographic Site Map
Figure 2 – Site Map
Figure 3 – Surrounding Property Owners Map
Figure 4 – Receptor and Areas of Public Assembly Map
Figure 5 – Zoning Map
TABLES
Table B-4 – Summary of Detected Groundwater Analytical Results
Table B-6 – Surrounding Property Owners
Table B-7 – Well Construction Information
APPENDICES
Appendix A – Boring Logs and Well Construction Records
Appendix B – Standard Sampling Procedures
Appendix C – Returned Water-Supply Questionnaires
Appendix D – Laboratory Test Reports and Chains-of-Custody
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
2
B RISK CHARACTERIZATION
1 Groundwater/Surface Water/Vapor Impacts
High Risk
1. Has the release contaminated any water-supply well including any well used for non-
drinking purposes? NO
2.Is a water-supply well used for drinking water located within 1,500 feet of the source area
of the discharge or release? NO
3. Is a water-supply well not used for drinking water (e.g. irrigation, washing cars, industrial
cooling water, filling swimming pools) located within 250 feet of the source area of the
release? NO
4. Does groundwater within 500 feet of the source area of the release have the potential for
future use (there is no other source of water supply other than groundwater)? NO
Public water is available in the vicinity of the site.
5.Do vapors from the release pose a threat of explosion because of accumulation of the vapors
in a confined space or pose any other serious threat to public health, public safety, or the
environment? NO
6.Are there any other factors that would cause the release to pose an imminent danger to public
health, public safety, or the environment? NO
Intermediate Risk
7.Is a surface water body located within 500 feet of the source area of the release? NO
If yes, does the maximum groundwater contaminant concentration exceed the surface water
quality standards and criteria found in 15A NCAC 2B .0200 by a factor of 10?
8. Is the source area or release located within an approved or planned wellhead protection area
as defined in 42 USC 300h-7(e)? NO
9.Is the release located in the Coastal Plain physiographic region as designated on a map
entitled “Geology of North Carolina” published by the Department in 1985? NO
10.Do the levels of groundwater contamination for any contaminants exceed the gross
contaminant levels (GCL) (see Table 9 of the New Guidelines) established by the
Department? NO
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
3
2 Land Use
Property Containing Source Area of Release
The questions below pertain to the property containing the source area of the release.
1. Does the property contain one or more primary or secondary residences (permanent or
temporary)? NO
Describe. The property was formerly developed with a bulk oil facility which stored
petroleum products in USTs for distribution and retail sale. The site buildings were
demolished in December 2019.
2. Does the property contain a school, daycare center, hospital, playground, park, recreation
area, church, nursing home, or other place of public assembly? NO
Describe. The property was formerly developed with a bulk oil facility which stored
petroleum products in USTs for distribution and retail sale. The site buildings were
demolished in December 2019.
3. Does the property contain a commercial (e.g., retail, warehouse, office/business space, etc.)
or industrial (e.g., manufacturing, utilities, industrial research and development,
chemical/petroleum bulk storage, etc.) enterprise, an inactive commercial or industrial
enterprise, or is the land undeveloped? NO
Describe. The property was formerly developed with a bulk oil facility which stored
petroleum products in USTs for distribution and retail sale. The site buildings were
demolished in December 2019.
3.Do children visit the property? NO
Explain. The property is does not currently include site buildings.
4.Is access to the property reliably restricted consistent with its use (e.g., fences, security
personnel or both)? NO
Explain. Access restrictions are not deemed necessary.
5.Do pavement, buildings, or other structures cap the contaminated soil? NO
If yes, explain what mechanisms are in place or can be put into place to ensure that the
contaminated soil will remain capped in the foreseeable future.
The contaminated soil is beneath an area that was disturbed by the removal of the USTs.
6. What is the zoning status of the property?
The subject site is zoned Highway Business (HB) (Figure 5).
7. Is the use of the property likely to change in the next 20 years? UNKNOWN
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
4
Explain. The property is currently vacant but located in a highly desirable area of Winston-
Salem, North Carolina. Progress does not have knowledge of future development plans
associated with the site.
Property Surrounding Source Area of Release
The questions below pertain to the area within 1,500 feet of the source area of the release (excludes
property containing source area of the release).
1. What is the distance from the source area of the release to the nearest primary or secondary
residence (permanent or temporary)? The nearest off-site residence (apartments) is located
approximately 420 feet to the southwest of the source area.
2. What is the distance from the source area of the release to the nearest school, daycare center,
hospital, playground, park, recreation area, church, nursing home or other place of public
assembly? Progress identified one area of public assembly within 1,000 feet of the source
area. The location of the public assembly is depicted on Figure 4.
3. What is the zoning status of properties in the surrounding area? The surrounding properties
in the area are predominately zoned as General Business and Residential Multi-family.
4.Briefly characterize the use and activities of the land in the surrounding area.
Land uses in the surrounding area are primarily commercial and also include apartments.
C RECEPTOR INFORMATION
1 Water-Supply Wells
Progress mailed 17 water-supply well questionnaires to the property owners within a 500-
foot radius of the site. Eight of the questionnaires have been completed and returned at the
time of this report. Progress also completed a visual reconnaissance within 1,500 feet of the
site. The water-supply well questionnaire process did not reveal any water-supply wells
within 1,500 feet of the source area. Progress did not identify evidence of water-supply wells
during the vehicular reconnaissance of accessible properties within 1,500 feet of the site.
Municipal water is available from the City of Winston-Salem in the vicinity of the site.
Copies of the returned water-supply well questionnaires are included in Appendix C.
2 Public Water Supplies
Are public water supplies available within 1,500 feet of the source are of the release? YES
If yes, where is the location of the nearest public water line and the source(s) of the public
water supply? The site is serviced by municipal water from the City of Winston-Salem.
3 Surface Water
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
5
According to the USGS topographic map, Little Creek is located approximately 1,400 feet to
the northwest.
4 Wellhead Protection Areas
The source area is not located within an established wellhead protection area.
5 Deep Aquifers in the Coastal Plain Physiographic Region
The subject site is not located in the Coastal Plain Physiographic Province.
6 Subsurface Structures
Overhead electrical and phone utility lines are located at the subject site. Subsurface water
and sewer lines are at the site and along the Stratford Court right-of-way. Subsurface utilities
were not identified in the location of the former UST systems.
7 Property Owners and Occupants
Carol Page Armstrong Revocable Trust currently owns the subject property. Adjacent
parcels are developed with commercial use properties. The names and addresses of the
adjacent property owners are provided in Table B-6 and referenced on Figure 3.
D SITE GEOLOGY AND HYDROGEOLOGY
According to the Geologic Map of North Carolina (1985), the subject property is situated in
the Milton Belt of the Piedmont Physiographic Province of North Carolina. The site is located
in an area underlain by biotite gneiss and schist. In the Piedmont Physiographic Province,
groundwater generally occurs under water-table conditions and is stored in the pore space
between individual grains of residual soil and in the fractures within the underlying parent
rock. Due to the intense shearing associated with the thrust faulting in the area, it can be
expected that the fractures play a major role in the flow of groundwater in the subsurface.
Recharge to the water table is primarily by precipitation infiltrating the upper soils and
percolating downward, under the influence of gravity, to the groundwater table. Typically, the
water table is not a level surface, but a subdued reflection of the land surface. However, the
depth to the water table is not constant, and depends on many factors, which include the amount
of rainfall, the permeability of the soil, and the amount of groundwater being pumped in the
area.
Based on our review of the topographic map and on-site observation, the site slopes gently
to the south-southeast. Groundwater generally flows in directions sub-parallel to the ground
surface slopes and under the influence of gravity toward points of discharge such as creeks,
swamps, drainage swales, or pumped groundwater wells. Based on topographic inference,
groundwater beneath the site most likely flows to the south-southeast toward a railroad right-
of-way. Little Creek is located approximately 1,400 feet to the northwest of the source area
(Figure 1). Note that the area is highly developed and influenced by various stormwater
management structures.
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
6
E SAMPLING RESULTS
1 Soil
Groundwater was encountered during the over-excavation activities and, therefore, soil
samples were not collected during the assessment. Note that groundwater levels within the
site monitoring wells ranged from approximately 22 – 23 feet bls.
2 Groundwater
Two Type II permanent monitoring wells were installed during the LSA activities using a
truck-mounted drill rig and hollow-stem augers on May 18, 2020 by 3D Environmental
Investigations, LLC (3D). 3D installed two, two-inch monitoring wells (MW-1 and MW-2)
to approximate depths of 35 and 30 feet bls, respectively, with 15 feet of 0.01 slotted
Schedule 40 PVC screen using the hollow stem auger drilling method. Progress developed
and sampled the monitoring wells on May 18, 2020 following installation. The groundwater
samples were collected using a disposable bailer and new length of cord and transferred to
laboratory containers. The groundwater samples collected from monitoring wells MW-1 and
MW-2 were analyzed for volatile organic compounds (VOCs) using EPA Method 602, for
sei-volatile organic compounds (SVOCs using EPA Method 625, and for volatile and
extractable petroleum hydrocarbons (VPH and EPH) using the Massachusetts Department
of Environmental Quality (MADEP) Method.
Laboratory analysis of the groundwater sample collected from monitoring well MW-1
detected naphthalene (78.2 µg/L), 2-methylnaphthalene (359 µg/L), 1-methylnaphthalene
(312 µg/L), C9-C18 Aliphatics (50,280 µg/L), and C9-C22 Aromatics (18,130 µg/L) at
concentrations exceeding their respective North Carolina 2L Groundwater Quality Standards
(NC2LGWQS). None of the concentrations of targeted compounds detected exceed the
applicable applicable Gross Contamination Level (GCL).
Laboratory analysis of the groundwater sample collected from monitoring well MW-2
detected naphthalene (82.0 µg/L), 1-methylnaphthalene (99.8 µg/L), 2-methylnaphthalene
(139 µg/L), C9-C18 Aliphatics (2,470 µg/L), and C9-C22 Aromatics (1,647 µg/L) at
concentrations exceeding their respective NC2LGWQS. None of the concentrations of
targeted compounds detected exceed the applicable GCL.
A summary of the groundwater analytical results is included in Table B-4. Copies of the
laboratory data sheets and chain-of-custody record are included in the Appendix D. The
groundwater sample was collected using the methods described in Appendix B.
F CONCLUSIONS AND RECOMMENDATIONS
Based on the results of the receptor survey and groundwater sampling activities, Progress
makes the following conclusions and recommendations:
1.The site meets the criteria for an Low Risk site based on the absence of detected
concentrations of targeted petroleum compounds exceeding the applicable Gross
Contamination Level, a surface water feature not being identified within 500 feet, and water-
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
7
supply wells not being identified within 1,000 feet of the source area. The site is not located
within a wellhead protection area.
2.Laboratory analysis of the groundwater sample collected from monitoring well MW-1 and
MW-2 detected targeted petroleum hydrocarbons at concentrations exceeding their
respective NC2LGWQS. Please note that concentrations of detected targeted compounds
did not exceed the applicable GCLs.
3.Progress recommends that a copy of this report be submitted to the Winston-Salem Regional
Office of the North Carolina Department of Environmental Quality (NCDEQ), Division of
Waste Management, UST Section.
G FREE PRODUCT INVESTIGATION/RECOVERY
Free product was not detected in the monitoring wells during the May 2020 sampling event.
H SITE HISTORY
Progress Environmental Group, Inc. (Progress) was contracted by Page Distributing Company, Inc.
to conduct underground storage tank (UST) closure activities at the Page Distributing Company Site
located at 150 Stratford Court in Winston-Salem, Forsyth County, North Carolina (Figure 1). The
site consists of a former bulk oil facility which stored petroleum products in USTs for distribution
and retail sale. At the time of the removal the site was not an operating facility. The site is located
in a generally commercial area of Winston-Salem.It is likely that the surrounding properties are
served by the Winston-Salem municipal water-supply system. The closure activities included the
removal of three gasoline USTs, two new oil USTs, one diesel fuel UST, one waste oil UST,
associated piping, and fuel dispensers. The site is depicted on Figure 2.
On September 30, 2019 through October 4, 2019 Stewarts Grading and Hauling excavated the
overburden soil from the vicinity of the USTs using a trackhoe. Progress personnel provided
oversight during excavation activities. The USTs were encountered approximately three to four feet
below land surface (bls). Stewarts Grading and Hauling evacuated the fluids (approximately 1,525
gallons) via a vacuum truck and tanker prior to the UST removals. Progress did not note significant
damage or perforations on the USTs. The USTs were transported off-site via flatbed trailer to a metal
recycling facility.
The excavation for the gasoline USTs was approximately 36 feet by 27 feet by 13 feet deep.
Petroleum odors were noted in the vicinity of the fillports at the time of removal. The excavation for
the new oil USTs was approximately 22 feet by 25 feet by 13 feet deep. The excavation for the
diesel fuel UST was approximately 25 feet by 12 feet by 13 feet deep. Noticeable petroleum odors
were noted during the excavation of the diesel fuel UST. The excavation of the waste oil UST was
approximately 21 feet by 9 feet by 9 feet deep.
A total of nine soil samples were obtained beneath the gasoline USTs from the bucket of the trackhoe
for analysis for gasoline range total petroleum hydrocarbons (TPH-G) (T-1-1, T-1-2, T-1-3, T-2-1, T-
2-2, T-2-3, T-3-1, T-3-2, and T-3-3). Progress collected a total of six soil samples beneath the two
8,000-gallon new oil USTs (T-4-1, T-4-2, T-4-3, T-5-1, T-5-2, and T-5-3) from the bucket of the
trackhoe for analysis for diesel range total petroleum hydrocarbons (TPH-D). Progress collected a total
of three soil samples beneath the 8,000-gallon diesel UST (T-6-1, T-6-2, T-6-3) from the bucket of the
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
8
trackhoe for analysis for total petroleum hydrocarbons as TPH-G and TPH-D. Progress collected a
total of two soil samples beneath the 2,000-gallon waste oil UST (T-7-1 and T-7-2) from the bucket of
the trackhoe for analysis for volatile organic compounds, semi-volatile organic compounds, volatile
and extractable petroleum hydrocarbons, and lead and chromium. Progress collected a total of 13 soil
samples beneath the fuel distribution lines (L-1 through L-13) from the bucket of the trackhoe for
analysis for TPH-G, with samples collected from beneath distribution lines associated with the diesel
fuel UST also analyzed for TPH-D. Progress collected a total of 4 soil samples beneath the dispensers
(D-1 through D-4) from the bucket of the trackhoe for analysis for TPH-G, with samples collected from
beneath the dispensers associated with the diesel fuel UST also analyzed for TPH-D. After obtaining
each soil sample, the soil samples were transferred to laboratory-prepared containers and immediately
placed on ice. A label with the facility name, soil sample number, date and time of sampling, and
parameter to be analyzed was affixed to each container for identification. New disposable latex gloves
were used to maintain sample integrity during the sampling process. Proper preservation methods and
chain-of-custody procedures were followed throughout the sampling process.
Progress supervised soil excavation activities on November 11 through 14, 2019 following removal
of the UST system. Soil excavation activities were completed by Stewarts Grading and Hauling
utilizing a trackhoe. Accessible contaminated soil was loaded into awaiting dump trucks and
transported to the AES, Inc. facility in Thomasville, North Carolina. Approximately 624.24 tons of
contaminated soil were excavated in an effort to remove the impacted soil. The over-excavation of
contaminated soil proximal to the diesel fuel UST was an irregularly shaped polygon, with a larger
area in the vicinity of the southern end of the UST and former dispenser location. The excavation of
the former UST area had an approximate width of 16 feet on the northern end and 20 feet on the
southern end, an approximate length of 31 feet, and a depth of approximately 20 feet bls. The over-
excavation proximal to the release identified along the diesel fuel dispensing line was approximately
15 feet by four feet and extended less than a foot beneath the former product line. The over-
excavation in the area of the former diesel fuel dispenser area had an approximate width of 15 feet
by 15 feet and a depth of approximately 25 feet bls.
Progress collected soil samples from the sidewalls of the excavations (SW-1 through SW-10) and
from the base of the over-excavation proximal to the diesel fuel UST (B-1) to be analyzed for volatile
organic compounds (VOCs) by EPA Method 8260/5035, for semi-volatile organic compounds using
EPA Method 8270, and for volatile and extractable petroleum hydrocarbons (VPH and EPH) by the
Massachusetts Department of Environmental Protection (MADEP) Methods. The sidewall soil
samples were collected from an approximate depth of 14 feet bls. The soil sample collected from the
base of the excavation in the areas of the identified soil contamination at the time of the UST Closure
were collected from an approximate depth of 20 feet bls. Progress collected soil samples Truck 1
through Truck 39 from the excavated soil for disposal purposes. The disposal soil samples were
analyzed for TPH-G and TPH-D using the UVF Method by Redlabs mobile laboratory. The soil
samples were collected using the bucket of the trackhoe from soil being excavated for off-site
disposal.
The confirmation soil samples were appropriately packaged and delivered to Research and Analytical
Laboratories, Inc. (R&A) in Kernersville, North Carolina. Proper chain-of-custody procedures were
maintained throughout the sample collection and transportation process. Following the collection of
soil samples, Stewarts Grading and Hauling backfilled the excavation with imported fill material
from a nearby quarry.
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
9
Laboratory analysis of soil sample L-10 collected beneath the product line and soil sample T-6-1
collected beneath the diesel fuel UST detected TPH-G above the North Carolina Action Level of 50
mg/Kg. Laboratory analysis of soil samples T-6-1, T-6-2, and T-6-3 collected beneath the diesel fuel
UST detected TPH-D above the North Carolina Action Level of 100 mg/Kg. Laboratory analysis of
soil samples D-1 and D-2 collected beneath the diesel fuel dispensers detected TPH-D above the
North Carolina Action Level of 100 mg/Kg. Laboratory analysis of the remaining soil samples
collected from beneath the fuel distribution lines and dispensers did not exhibit concentrations above
the applicable standards.
Laboratory analysis of soil samples SW-1 and SW-6 collected from the sidewalls of the over-
excavation did not detect targeted compounds above their respective Soil-to-Groundwater Maximum
Soil Contaminant Concentrations (MSCCs) or Residential Soil Cleanup Levels. Laboratory analysis
of soil samples SW-7, SW-8, and SW-10 from the sidewalls and B-1 from the base of the over-
excavation of contaminated soil proximal to the former diesel fuel dispensing island detected at least
one targeted compound above its respective Soil-to-Groundwater MSCC and/or Residential Soil
Cleanup Level.
Groundwater was encountered in the over-excavation in the vicinity of the former diesel fuel
dispensers at a depth of approximately 24 feet bls in the open excavation. Therefore, a soil sample
was not collected from the base of the excavation in the vicinity of the former diesel fuel dispensers.
Free product was not observed during the UST removal activities.
Following the completion of the initial abatement activities, Progress concluded the following:
Progress supervised the removal of a total of seven USTs, associated fuel dispensing lines, and fuel
dispensers from the subject site.
Progress collected a total of nine soil samples beneath the three gasoline USTs (T-1-1, T-1-2, T-1-
3, T-2-1, T-2-2, T-2-3, T-3-1, T-3-2, and T-3-3). Progress collected a total of six soil samples
beneath the two 8,000-gallon new oil USTs (T-4-1, T-4-2, T-4-3, T-5-1, T-5-2, and T-5-3).
Progress collected a total of three soil samples beneath the 8,000-gallon diesel UST (T-6-1, T-6-2,
T-6-3). Progress collected two soil samples beneath the 3,000-gallon waste oil UST (T-7-1 and T-
7-2).
Laboratory analysis of the soil samples T-6-1 (18,500 mg/Kg), T-6-2 (14,700 mg/Kg), and T-6-3
(667 mg/Kg) collected beneath the diesel fuel UST indicated TPH-D concentrations in excess of
the North Carolina Action Level. Additionally, laboratory analysis of soil sample T-6-1 (82.0
mg/Kg) collected beneath the diesel fuel UST indicated a TPH-G concentration in excess of the
North Carolina Action Level.
Progress collected a total of 13 soil samples beneath the fuel distribution lines (L-1 through L-13).
Laboratory analysis of the soil samples collected from beneath the fuel distribution lines did not
exhibit detectable concentrations of TPH-G and/or TPH-D, except for line sample L-10 (94.1
mg/Kg TPH-G and 221 mg/Kg TPH-D).
Progress collected a total of 4 soil samples beneath the dispensers (D-1 through D-4). Laboratory
analysis of the soil samples D-3 and D-4 collected from beneath the gasoline dispensers did not
exhibit detectable concentrations of TPH-G. Laboratory analysis of the soil samples D-1 (22,300
mg/Kg) and D-2 (22,700 mg/Kg) collected beneath the diesel fuel dispensers indicated TPH-D
concentrations in excess of the North Carolina Action Level.
Based on the presence of notably contaminated soil, Progress supervised the over-excavation of
contaminated soil beneath the diesel fuel UST, fuel distribution lines, and former diesel dispensers.
Phase I Limited Site Assessment
Page Distributing Company Site
150 Stratford Court
Winston-Salem, Forsyth County, North Carolina
Progress Project No. 1020075.001
June 11, 2020
10
Soil samples were screened using Redlabs mobile laboratory to complete the guided excavation.
Approximately 624.24 tons of petroleum-impacted soil were excavated from the site and
transported to an off-site permitted disposal facility.
Following the over-excavation of the contaminated soil, Progress screened the soil samples from
the sidewalls of the excavation via Redlabs mobile laboratory. Each of the soil samples selected
for laboratory analysis did not exhibit TPH as gasoline at concentrations exceeding the North
Carolina Action Level when analyzed using the UVF Method. Progress collected conformation
soil samples from the sidewalls and base of the over-excavations. Prior to collecting the soil
samples for confirmation sampling, Progress utilized the Redlabs mobile laboratory to screen the
soil samples for TPH-G and TPH-D. Laboratory analysis of soil samples SW-1 and SW-6 collected
from the sidewalls of the over-excavation did not detect targeted compounds above their respective
Soil-to-Groundwater Maximum Soil Contaminant Concentrations (MSCCs) or Residential Soil
Cleanup Levels. Laboratory analysis of soil samples SW-7, SW-8, and SW-10 from the sidewalls
of the over-excavation of contaminated soil proximal to the former diesel fuel dispensing island
detected at least one targeted compound above its respective Soil-to-Groundwater MSCC and/or
Residential Soil Cleanup Level.
Groundwater was encountered in the over-excavation in the vicinity of the former diesel fuel
dispensers at a depth of approximately 24 feet bls in the open excavation. Therefore, a soil sample
was not collected from the base of the excavation in the vicinity of the former diesel fuel dispensers.
Progress recommended submitting a copy of this report to the Winston-Salem Regional Office of the
NCDEQ.
I REFERENCES
North Carolina Department of Natural Resources and Community Development Geologic Map of
North Carolina published 1985.
Underground Storage Tank Section, North Carolina Department of Environment and Natural
Resources, Guidelines for Assessment and Corrective Action for UST Releases, Effective
December 1, 2013.
UST Closure and Initial Abatement Action Report, prepared by Progress Environmental Group, Inc.
and dated December 12, 2019.
FIGURES
Figure 1
Topographic Site Map
Page Distributing Company Site
150 Stratford Court
Winston-Salem, North Carolina
P.O. Box 5884
Winston-Salem, NC 27113
Telephone: [phone]
Fax: [phone]
www.progressenvironmental.com
Winston-Salem West, N.C.
United States Department of the Interior
United States Geological Survey
7.5 Minute Series Topographic Map
Contour Interval: 10 feet
Scale: 1”=2000’
Date: 2016
Project: Page Distributing
Client: Page Distributing
Progress Job #: 1020075.001
Date: June 2020
SITE
Site
ProgressENVIRONMENTAL GROUP, INC.JSLJUNE 2020JABAS SHOWNJUNE 2020Figure 2.SKFP.O. Box 5884WINSTON-SALEM, NORTH CAROLINA 27113PHONE [phone] FAX [phone]FIGURE 2SITE MAPPAGE DISTRIBUTING COMPANY SITE150 STRATFORD COURTWINSTON-SALEM, NORTH CAROLINAPROJECTGASGASGASDI
ESELNEW OI
LNEW OI
LU S ED O I L
11020075.001MW-1MW-2
Figure 3
Surrounding Property Owners Map
Page Distributing Company Site
150 Stratford Court
Winston-Salem, North Carolina
P.O. Box 5884 Winston-Salem, NC 27113
Telephone: [phone]
Fax: [phone] www.progressenvironmental.com
Winston-Salem, N.C.
Aerial Date: 2018
Forsyth County Tax Parcel Viewer
https://mapf.maps.arcgis.com/apps/we
bappviewer/index.html?id=1a9685359
8c3460191ca465834b3456d
Scale: As Shown
Project: Page Distributing
Client: Page Distributing
Progress Job #: 1020075.001
Date: June 2020
Site
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3
LEGEND
AREA OF PUBLIC ASSEMBLY ProgressENVIRONMENTAL GROUP, INC.JSLJUNE 2020JABSHOWNJUNE 2020Figure 4.SKFP.O. Box 5884WINSTON-SALEM, NORTH CAROLINA 27113PHONE [phone] FAX [phone]FIGURE 4RECEPTOR AND AREAS OF PUBLIC ASSEMBLY MAPPAGE DISTRIBUTING COMPANY SITE150 STRATFORD COURT WINSTON-SALEM, NORTH CAROLINA%db("MAG-DATE")PROJECT1,000' FEET
1020075.001
Figure 5
Zoning Map
Page Distributing Company Site
150 Stratford Court
Winston-Salem, North Carolina
HB = Highway Business
P.O. Box 5884
Winston-Salem, NC 27113
Telephone: [phone]
Fax: [phone]
www.progressenvironmental.com
Winston-Salem, N.C.
Forsyth County Planning & Development
Viewer
https://mapf.maps.arcgis.com/apps/webap
pviewer/index.html?id=ff6a9860507f4979
83bcbea3dabde48c
Scale: As Shown
Project: Page Distributing
Client: Page Distributing
Progress Job #: 1020075.001
Date: June 2020
Site
TABLES
Well Number Sampling Date Depth to Water
MW-1 05/18/20 23.28 BQL 28.5 6.50 89.0 78.2 93.0 312 359 BQL 50,280 18,130 7,930
MW-2 05/18/20 21.91 BQL 3.20 BQL 3.64 82.0 BQL 99.8 139 BQL 2,470 1,647 BQL
1 600 600 500 6 200 1 30 400 700 200 10,000
5,000 84,500 260,000 85,500 6,000 410 1,000 12,500 NS NS NS NS
Notes:
= Exceeds North Carolina 2L Groundwater Quality Standards (NC2LGWQS)
= Exceeds Gross Contamination Levels (GCLs)
Contaminant concentrations are reported in micrograms per liter (µg/L)
NE = Not Established
BQL = Below Quantitation Limts
NS No Standard C19-C36 AliphaticsTolueneNaphthaleneC9-C18 AliphaticsC9-C22 AromaticsTotal Xylenes1-MethylnaphthaleneC5-C8 Aliphatics2-MethylnaphthalenePhenanthareneGCLs BenzeneContaminant of Concern
NC2LGWQS EthylbenzeneAnalytical Method USEPA Method 625
TABLE B-4
SUMMARY OF DETECTED GROUNDWATER ANALYTICAL RESULTS
PHASE I LIMITED SITE ASSESSMENT REPORT
PAGE DISTRIBUTING COMPANY SITE
150 STRATFORD COURT
WINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINA
NCDEQ INCIDENT NO. 45292
USEPA 602 MADEP Method VPH/EPH
Map ID Name Property Address Mailing Address
163 Stratford Court P.O. Box 38638
Winston-Salem, North Carolina 27103 Greensboro, NC 27438
120 Miller Street Medical Center Boulevard
Winston-Salem, North Carolina 27103 Winston Salem, NC 27157
140 Stratford Court 112 Brandon Place
Winston-Salem, North Carolina 27103 Winston Salem, NC 27104
165 Stratford Court 112 Brandon Place
Winston-Salem, North Carolina 27103 Winston Salem, NC 27104
Map ID numbers are referenced to Figure 3
1 Green Valley Office Suites, LLC
INCIDENT NO. 45292
TABLE B-6
SURROUNDING PROPERTY OWNERS
PHASE I LIMITED SITE ASSESSMENT REPORT
PAGE DISTRIBUTING COMPANY SITE
150 STRATFORD COURT
WINSTON-SALEM, FORSYTH COUNTY, NORTH CAROLINA
2 WFU Health Sciences
Frank and Lynda Morris3
4 Morris LP Company
Well Screened Total Depth to Relative Groundwater
Monitoring Well Installation Diameter Interval Depth to Water Elevation Elevation
ID Date (inches)(feet)(feet)(feet TOC) (feet TOC )**(feet)
5/18/2020
MW-1 5/18/2020 2 20-35 35 23.28 NM NM
MW-2 5/18/2020 2 15-30 30 21.91 NM NM
TABLE B-7
WELL CONSTRUCTION INFORMATION
PAGE DISTRIBUTING COMPANY SITE
NCDEQ INCIDENT NO.: 45292
PHASE I LIMITED SITE ASSESSMENT
APPENDIX A
BORING LOGS AND WELL CONSTRUCTION RECORDS
Remarks:
Total Depth: 35.0'
Project Manager: J. Ballsieper
Casing Diameter:
Hole Diameter: 6.25"Start Date: 5/18/20
Date: May 2020
Location: Winston-Salem, NC
Page Dist Co Site
Job No.: 1020075.001
Boring/Well ID:
Geologist:
60
50
40
30
Drilling Method: Geoprobe - SSA
20
10
Sample
ID
Complete Date: 5/18/20
(feet)DepthRec/Adv(ppm)Blows (in)PIDGeologic Description
LithologyWater TablePage 1 of 1
30
40
20
10
Well Diagram
MW-1
60
50
Monitoring Well Installed to 35 feet bls
120 Fayette StreetWinston-Salem, North Carolina 27101(336) 722-9999
Concrete
Ground Surface
(17.0') #2Quartz Sand
(15.0') 2"PVC Screen
(20.0') 2"PVC Casing
(4.0') GroutFill Material
(14.0') Bentonite
Light brown to light gray fine sand(Petroleum Odors)
Remarks:
Total Depth: 30.0'
Project Manager: J. Ballsieper
Casing Diameter:
Hole Diameter: 6.25"Start Date: 5/18/20
Date: May 2020
Location: Winston-Salem, NC
Project: Page Dist Co Site
Job No.: 1020075.001
Boring/Well ID:
Geologist:
60
50
40
30
Drilling Method: Geoprobe - SSA
20
10
Sample
ID
Complete Date: 5/18/20
(feet)DepthRec/Adv(ppm)Blows (in)PIDGeologic Description
LithologyWater TablePage 1 of 1
30
40
20
10
Well Diagram
MW-2
60
50
Monitoring Well Installed to 30 feet bls
120 Fayette StreetWinston-Salem, North Carolina 27101(336) 722-9999
Gravel
Ground Surface
(17.0') #2Quartz Sand
(15.0') 2"PVC Screen
(15.0') 2"PVC Casing
(4.0') GroutFill material
(14.0') Bentonite
Light brown to light gray fine sand(Petroleum Odors)
APPENDIX B
STANDARD SAMPLING PROCEDURES
EXHIBIT A
Procedures for Developing the Monitoring Wells
Well development will be performed no sooner than 24 hours after well construction is completed.
Wells will be developed by bailing or pumping a minimum of five well-volumes of groundwater
from the well.
The turbidity, pH, specific conductivity, dissolved oxygen and temperature of the development
water will be measured and recorded, and used as an indicator parameter to determine the
completion of the development process.
EXHIBIT B
Procedures for Collecting Groundwater Samples
Each well will be purged of three standing well volumes prior to sample collection to remove
stagnant water from the well and well bore in an effort to collect samples that are representative of
the water quality in the formation surrounding each well.
Chemical preservatives, if applicable, will be added to sample bottles by the laboratory.
Sample bottles will be labeled prior to sample collection.
Sample bottles will be filled directly from the Teflon or disposable bailer. Volatile organic samples
will be collected first.
The pH, temperature, and specific conductance of the sample will be measured and recorded.
These measurements will be taken from a sample deposited in a separate container. Visual
characteristics of the sample, including insoluble materials, will be recorded.
Caps will be secured on bottles, bottle will be placed in plastic bags and the bags will be sealed.
Documentation, including Chain-of-Custody Record and laboratory analytical request form, will
be completed for all samples.
Samples will be packed in coolers with "bubble wrap" and ice packs for shipment.
Chain-of-Custody Record and analytical request form will be placed inside cooler sealed with
security tape.
Samples will be shipped via overnight express to the analytical laboratory within 24 hours
following collection.
Laboratory will be advised of each sample shipment.
APPENDIX C
RETURNED WATER-SUPPLY QUESTIONNAIRES
APPENDIX D
LABORATORY TEST REPORTS AND CHAINS-OF-CUSTODY