WS-29285_48452_CA_LSA_20221206

Limited Site Assessment
Guilford County Schools Bus
Garage Incident No. 48452
131 Franklin Boulevard,
Greensboro, Guilford County,
North Carolina
S&ME Project No. 22580197
PREPARED FOR:
Guilford County Schools
3920 Naco Road
Greensboro, North Carolina 27401
PREPARED BY:
S&ME, Inc.
8646 West Market Street, Suite 105
Greensboro, North Carolina 27409
December 6, 2022

S&ME, Inc. | 8646 West Market Street, Suite 105 | Greensboro, NC 27409 | p 336.288.7180 | www.smeinc.com

December 6, 2022
Guilford County Schools
3920 Naco Road
Greensboro, North Carolina, 27401
Attention: Mr. David Kemp
Reference: Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197

Dear Mr. Kemp:
S&ME, Inc. (S&ME) has completed a Limited Site Assessment (LSA) for the referenced property. The attached
report presents the findings of S&ME’s LSA performed in accordance with S&ME Proposal No. 22580197B, dated
August 15, 2022. On behalf of Guilford County Schools, S&ME submitted a copy of this LSA to the North Carolina
Department of Environmental Quality to comply with the Notice of Regulatory Requirement dated July 6, 2022.
Please contact us at your convenience if there are questions regarding the information contained in this report.
Sincerely,
S&ME, Inc.

Cody McMechen, G.I.T. Wayne Watterson, P.E.
Staff Professional Senior Engineer

cc: Mr. Jordan Lerew, GCDPH
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 i

Table of Contents
1.0 Site Information ................................................................................................................ 1
1.1 Information about Contacts Associated with the Leaking UST System ................................. 1
1.2 Information about the Release ...................................................................................................... 1
2.0 Site History and Characterization ................................................................................. 2
2.1 Release Description and Initial Abatement Actions .................................................................. 3
2.1.1 Release Discovery ........................................................................................................................... 3
2.1.2 Notice of Regulatory Requirements ............................................................................................. 3
2.1.3 Soil Excavation ................................................................................................................................ 3
2.1.4 Soil Sampling and Laboratory Analysis ...................................................................................... 3
3.0 Risk Characterization ....................................................................................................... 4
4.0 Property Surrounding Source Area of Release ........................................................... 5
5.0 Receptor Information ....................................................................................................... 6
5.1 Water Supply Wells ....................................................................................................................... 6
5.2 Public Water Supplies .................................................................................................................... 6
5.3 Surface Water .................................................................................................................................. 6
5.4 Wellhead Protection Area ............................................................................................................. 7
5.5 Subsurface Structures .................................................................................................................... 7
5.6 Property Owners and Occupants ................................................................................................. 7
5.7 Sensitive Land Use Features ......................................................................................................... 7
6.0 Site Geology and Hydrogeology .................................................................................... 7
7.0 Sample Results .................................................................................................................. 8
7.1 Soil Sampling .................................................................................................................................. 8
7.2 Groundwater Sampling ................................................................................................................. 8
7.3 Groundwater Analytical Results .................................................................................................. 8
7.4 Groundwater Occurrence .............................................................................................................. 9
8.0 Conclusions ........................................................................................................................ 9
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 ii

Appendices
Appendix I –Figures
Appendix II – Tables
Appendix III – UST Documents
Appendix IV – Field Forms
Appendix V – Receptor Survey Information
Appendix VI – Laboratory Analytical Reports

Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 1
1.0 Site Information
Date of Report: 12/6/2022 Site Risk: pending
Facility I.D.:00-0-0000001641 UST Incident Number (if
known): 48452
Site Name: Guilford County Schools Bus Garage
Street Address:131 Franklin Blvd.
City/Town:Greensboro Zip Code: 27405 County: Guilford
Description of Geographical Data Point (e.g., diesel fill port):UST
Location Method (GPS, topographical map, other):Google Earth
Latitude (decimal
degrees):36.078610 Longitude (decimal
degrees): -79.738750
1.1 Information about Contacts Associated with the Leaking UST System
UST/AST Owner: Guilford County Schools Email: gcs-
[e-mail]
Address: 131 Franklin Blvd. Greensboro, NC 27401 Tel: [phone]
Property Owner: Guilford County Schools Email: gcs-
[e-mail]
Address: 3920 Naco Road, Greensboro, NC 27401 Tel: [phone]
Property Occupant: Guilford County Schools Email: gcs-
[e-mail]
Address: 131 Franklin Blvd. Greensboro, NC 27401 Tel: [phone]
Consultant/Contractor: Wayne Watterson Email: [e-mail]
Address: 8646 W. Market Street Ste. 105, Greensboro, NC 27409 Tel: [phone]
Analytical Laboratory: Eurofins Environmental Testing State Certification No: 269
Address: 5102 LaRoche Ave, Savannah, GA 31404 Tel: [phone]
1.2 Information about the Release
Date Discovered: 4/22/22
Estimated Quantity of Release: Unknown
Cause of Release: Unknown
Source of Release (e.g., Dispenser/Piping/UST):Unknown
Sizes and Contents of Tanks or Other Containment from which the Release
Occurred:
1,000-gallon
Used Oil UST

Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 2
I, Wayne Watterson, a Professional Engineer for S&ME, Inc., do certify that the information contained in this report
is correct and accurate to the best of my knowledge.

Wayne Watterson, P.E.

S&ME, Inc. is licensed to practice geology/engineering in North Carolina. Geology License Certification #C-145
and Engineering License Certification #F-0176
2.0 Site History and Characterization
The subject site is located at 131 Franklin Street in Greensboro, North Carolina as depicted on the USGS
Topographic Map included as Figure 1 in Appendix I. Figure 2 illustrates the former location of the used oil
underground storage tank (UST) at the property.
UST information is provided below in Table 1.1 and Table 1.2. S&ME understands the UST was not registered
with the North Carolina Department of Environmental Quality (NCDEQ). Guilford County Schools elected to
discontinue use of the UST and remove the UST from the ground. A release at the UST was identified during the
removal of the UST on April 22, 2022.
The subject site is an active vehicle maintenance facility used for maintenance of the Guilford County Schools bus
fleet. The UST was used to store used oil that was generated during maintenance operations at the facility. S&ME
is not aware of the presence of a water supply well on the property, and the property is connected to the City of
Greensboro public water supply. The ground surface on the subject property is relatively flat, but slopes toward
the north-northeast. The ground surface on the subject property is primarily covered by concrete, asphalt, and
gravel.
Table 1.1. UST Owner
UST ID
No.
Facility ID No. Name of Owner Street Address Telephone Dates of
Operation
N/A Unregistered Guilford County
Schools
131 Franklin Street,
Greensboro, North
Carolina
336.370.2386 Unknown-
April 22, 2022

Table 1.2. UST Information
Tank No. Last Contents Capacity Construction Details Tank
Dimensions
Date Tanks
Installed
N/A Used Oil 1000 Steel 4’ x 11’ unknown

Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 3
2.1 Release Description and Initial Abatement Actions
2.1.1 Release Discovery
Guilford County Schools informed Mr. Jordan Lerew with the Guilford County Department of Public Health of its
intent to remove the used oil UST on April 22, 2022. Mr. Lerew was present at the site on April 22, 2022, to
observe removal operations. A representative of the Guilford County Fire Marshal’s office was also present on
April 22, 2022.
In an Initial Abatement Action Report, dated June 21, 2022, S&ME documented the UST removal, soil and liquid
disposal, and soil sampling in reference to the used oil UST. Additional information can be found in Section 2.1.3
and Section 2.1.4. Copies of the UST-2, UST-3, and UST-61 forms are included in Appendix III.
No other emergency response measures were taken.
2.1.2 Notice of Regulatory Requirements
In a letter dated July 6, 2022, the NCDEQ issued a Notice of Regulatory Requirements (NORR) to the Guilford
County Board of Education, requiring the preparation of a Limited Site Assessment Report. On behalf of Guilford
County Board of Education, S&ME prepared this report in response to the NORR.
2.1.3 Soil Excavation
After removal of the UST from the ground on April 22, 2022, Guilford County Schools excavated soil from the UST
basin. Soil was loaded onto trucks and transported to Earthtec for treatment.
Guilford County Schools continued excavation of petroleum impacted soil on April 25, 2022. Prior to additional
excavation, Shamrock Environmental Corporation removed approximately 390 gallons of liquids from the UST
excavation. The apparent source of the water in the excavation was a drain line that was encountered during soil
excavation activities.
Approximately 148.21 tons of soil was excavated at the former UST location and transported to Earthtec for
disposal.
The final excavation limits measured approximately 21 feet by 13 feet by 12 feet deep. Groundwater was not
observed in the excavation.
2.1.4 Soil Sampling and Laboratory Analysis
S&ME collected one soil sample (C-1) from the excavated soil that was transported to Earthtec, on April 25, 2022,
for characterization purposes. The soil sample was collected from the backhoe operated by Guilford County
Schools. The soil sample was transferred to laboratory-prepared containers by hand using nitrile gloves. The
containers were labeled and stored on ice in a cooler.
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 4
Soil sample C-1 was analyzed in the laboratory for diesel range total petroleum hydrocarbons (DRO) by Method
8015C, and for total lead and total chromium by EPA Method 6010D. Sample C-1 contained a DRO concentration
of 2,400 milligrams per kilogram (mg/kg). Total chromium was reported in the sample at a concentration of 45.6
mg/kg, and total lead was reported at a concentration of 0.498 mg/kg.
After excavation activities were completed, S&ME collected soil samples from the floor and sidewalls of the
excavation for laboratory analysis on April 25, 2022. Soil sample locations are shown on Figure 3, Appendix I.
Soil samples were collected with a backhoe operated by Guilford County Schools. The soil samples were
transferred to laboratory-prepared containers by hand using nitrile gloves. The containers were labeled and
stored on ice in a cooler. The coolers were delivered to ENCO analytical laboratory, a North Carolina-certified
laboratory, by courier under chain-of-custody procedures on April 26, 2022.
The excavation was then backfilled with offsite borrow soil.
Floor and sidewall soil samples were analyzed in the laboratory for volatile organic compounds by EPA Method
8260, for semi-volatile organic compounds by EPA Method 8270, for extractable and volatile petroleum
hydrocarbons (EPH and VPH) by the MADEP methods, for total lead and total chromium by EPA Method 6010D,
and for hexavalent chromium by EPA Method 7196A.
Table 1 in Appendix II summarizes the results of laboratory analyses performed on the soil samples collected
from the UST excavation limits. A copy of the laboratory analytical report and chain-of-custody is included in
Appendix VI. Analytical results for soil samples collected from the excavation limits indicate multiple target
analytes were detected at concentrations above the Soil-to-Water Maximum Soil Contaminant Concentrations
(MSCC). C9-C22 aromatics were detected at concentrations greater than Residential MSCCs. No target
compounds were reported at concentrations greater than industrial/commercial MSCCs.
3.0 Risk Characterization
Part I – Groundwater/Surface Water/Vapor Impacts
High Risk
1. Has the release contaminated any water supply well including any well used for non-drinking purposes?
YES / NO
2. Is a water supply well used for drinking water located within 1,000 feet of the source area of the release?
YES / NO
See Section 5.0.

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? YES / 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 the groundwater)? YES / NO
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 5
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?
YES / 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? YES / NO
Intermediate Risk
1. Is a surface water body located within 500 feet of the source area of the release? YES / NO
See Section 5.3
2. Is the source area of the release located within an approved or planned wellhead protection area as
defined in 42 USC 300h-7(e)? YES / NO
3. 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? YES / NO
4. Do the levels of groundwater contamination for any contaminant exceed the gross contamination levels
established by the Department? YES / NO
Part II - Land Use
1. Does the property contain one or more primary or secondary residences (permanent or temporary)?
YES / NO
2. Does the property contain a school, daycare center, hospital, playground, park, recreation area, church,
nursing home, or other place of public assembly? YES / NO
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? YES / NO
4. Do children visit the property? YES / NO
The property is used for vehicle maintenance, and is not used for children’s activities.
Is access to the property reliably restricted consistent with its use
(e.g., by fences, security personnel or both)? YES / NO
5. Do pavement, buildings, or other structures cap the contaminated soil? YES / NO
6. What is the zoning status of the property?
The property is zoned LI (Light Industrial) (City of Greensboro GIS website).
7. Is the use of the property likely to change in the next 20 years? YES / NO
4.0 Property Surrounding Source Area of Release
The questions below pertain to the area within 1,500 feet of the 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)?
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 6
The nearest primary residential structure home is located approximately 150 feet south of the former UST.
The property is located at 3900 Hahns Lane to the east of Franklin Boulevard in Greensboro, North
Carolina.
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?
The nearest place of public assembly is Faith and Love Center of Christ Ministries located approximately
525 feet southwest of the former UST.
3. What is the zoning status of properties in the surrounding area?
The adjoining property to the east is zoned R-5 (residential single family 5). The adjoining property to the
north and east is zoned as PI (Public and Institutional). The adjoining property to the south is zoned as
RM-12 (residential multi-family 12).
4. Briefly characterize the use and activities of the land in the surrounding area.
The property is located along Franklin Boulevard. Properties near the subject property are used for
institutional and residential purposes.
5.0 Receptor Information
5.1 Water Supply Wells
S&ME conducted a visual reconnaissance from public rights-of-way of addresses located within a 1,500 feet radius
of the site to observe water meters and possible water well structures on August 30, 2022. The locations of
potential water supply well structures are summarized on Figure 5, Appendix I and in Table 3 in Appendix II.
S&ME mailed survey questionnaire forms to the owners of four properties located within 500 feet of the source
area. One undelivered form was returned to S&ME from Parcel ID 79449 (3900 Hahns Ln). Two survey forms were
returned to S&ME and are included in Appendix V. The two returned forms indicated the properties use the
public water supply as the primary drinking water source.
5.2 Public Water Supplies
S&ME contacted the City of Greensboro Water Resources to confirm active water accounts with the utility for
selected properties located within 1,000 feet of the source area (Appendix V). Active water accounts were
confirmed by the City of Greensboro Water Resources for properties located along Franklin Boulevard.
5.3 Surface Water
Based on Figure 1 and Figure 5, Appendix I, and on the aerial photograph available on the Guilford County GIS
Webpage, the nearest surface water body is an unnamed stream located on the subject property approximately
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 7
500 feet north of source area. The surface water body flows west to east and drains into South Buffalo Creek.
South Buffalo Creek is classified as WS-V and NSW. Waters classified as WS-V are “protected as water supplies
which are generally upstream and draining to Class WS-IV waters or waters used by industry to supply their
employees with drinking water or as waters formerly used as water supply.” NSW is a supplemental classification
“intended for waters needing additional nutrient management due to being subject to excessive growth of
microscopic or macroscopic vegetation.
5.4 Wellhead Protection Area
The source area is not known to be located within a Wellhead Protection Area as defined in 42 USC 300h-7(e),
based upon a review of the corresponding webpage of the Public Water Supply Section of the Division of
Environmental Health.
5.5 Subsurface Structures
No subsurface vaults or structures were observed by S&ME on the property.
5.6 Property Owners and Occupants
The property is owned and occupied by the Guilford County Board of Education (Guilford County GIS).
5.7 Sensitive Land Use Features
The Faith and Love Center of Christ Ministries is located across Franklin Blvd approximately 525 feet from the
former UST location. Falkener Elementary School and the Otis L. Hairston Middle School are located approximately
1,250 feet north of the subject property.
6.0 Site Geology and Hydrogeology
According to the Geologic Map of North Carolina, dated 1985, the subject site is located within the Carolina Slate
Belt, and is underlain by megacrystic, well foliated metamorphosed granitic rock from the late Proterozoic-
Cambrian period.
Soils in this region are typically composed of residual weathering products of the underlying parent rocks. This
regolith is derived from the in-situ weathering of the underlying bedrock. A transitional zone of varying
thicknesses typically exists between the unweathered bedrock and the overlying soil. Boring logs for soil borings
MW-1are provided in Appendix IV.
Figure 1, Appendix I, depicts the site location and topography of the surrounding area. Using topography as a
guide to predict the direction of shallow groundwater flow, groundwater flow is expected to flow northeast.
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 8
7.0 Sample Results
7.1 Soil Sampling
Soil sampling was performed after the UST was removed, and additional soil was excavated. The results of
laboratory analyses performed on soil samples is summarized in Table 1.
7.2 Groundwater Sampling
On October 12, 2022, S&ME mobilized to the subject property with Environmental Drilling and Probing Services,
LLC (EDPS) to install a groundwater monitoring well at the former UST location. Auger refusal was encountered at
three locations within the former UST basin, at depths ranging from 11 to 15 feet below the land surface.
Groundwater was not encountered in the three locations. Free product was not observed in the open boreholes.
The boreholes with backfilled with soil cuttings.
On October 19, 2022, returned to the site to install a monitoring well using air hammer techniques. Apparent
partially weathered rock was encountered at approximately 14.5 feet below the land surface. Consolidated
material was encountered at approximately 18 feet below the ground surface. Water was encountered at
approximately 21 feet below the land surface. An apparent fracture was observed at approximately 22 feet below
the land surface. One 2-inch diameter, PVC, Type II groundwater monitoring well, MW-1, was installed near the
center of the UST excavation. The location of MW-1 is shown on Figure 4, Appendix I. MW-1 has a screened
interval from 19.0 feet below ground surface to 29.0 feet below ground surface. MW-1 was secured with a locked,
expandable cap and encased in a cover with bolt-down lid and flush-mount concrete pad. Well Construction
details are summarized on Table 2, Appendix II. Well Construction Details and Well Construction Records for
monitoring well MW-1 is included in Appendix IV.
A submersible electric pump, using dedicated polyethylene tubing, was used to purge monitoring well MW-1 by
evacuating the well to dryness on October 24, 2022. The well was unable to be purged of three well volumes due
to the slow recharge rate.
A groundwater sample was collected from monitoring well MW-1 with a disposable bailer on October 25, 2022.
The sample was transferred into laboratory-provided containers using dedicated Nitrile gloves, placed into a
cooler with ice, and shipped under chain-of-custody procedures to Eurofins Savannah. Groundwater Sampling
Forms are provided in Appendix IV. The groundwater sample was submitted for analysis for volatile organic
compounds by EPA Method 6200, semi-volatile organic compounds by EPA Method 625, base/neutrals and acids
plus 10 largest non-target peaks, EPH and VPH by the MADEP method, and total lead and chromium by EPA
Method 6010D.
7.3 Groundwater Analytical Results
No target analytes were reported in the groundwater sample at concentrations greater than the laboratory
detection limits.
The analytical reports are provided in Appendix VI.
Limited Site Assessment
Guilford County Schools Bus Garage Incident No. 48452
131 Franklin Boulevard, Greensboro, Guilford County, North Carolina
S&ME Project No. 22580197
December 6, 2022 9
7.4 Groundwater Occurrence
On October 24, 2022, the depth to water in MW-1 was measured at 4.05 feet below top of casing. Free product,
or light non-aqueous phase liquid, was not detected in monitoring well MW-1. Liquid level data is summarized on
Table 2, Appendix II.
8.0 Conclusions
The subject property is an active vehicle maintenance facility used for maintenance of the Guilford County Schools
bus fleet. A release was discovered when the used oil UST was removed on April 22, 2022.
Analytical results for soil samples collected from the excavation limits indicate multiple target analytes were
detected at concentrations above the Soil-to-Water Maximum Soil Contaminant Concentrations (MSCC). C9-C22
aromatics were detected in two soil samples at concentrations greater than Residential MSCCs. No target
compounds were reported at concentrations greater than industrial/commercial MSCCs.
The laboratory did not report target analytes above the laboratory detection limits in the analyzed groundwater
sample.
Free product was not encountered during monitoring well installation activities.
With your approval, S&ME provided a copy of this report to Mr. Jordan Lerew with the Guilford County
Department of Public Health. Based on the information obtained for the LSA, the release incident discovered
during removal of the used oil UST may be eligible for a Notice of No Further Action from NCDEQ after a Notice
of Residual Petroleum and public notice is completed.

Appendices

Appendix I –Figures
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.Drawing Path: Z:\Shared\SME\Ops\ENV\Projects\2022\22580197_Greensboro County Schools_GCS Bus Garage Used Oil UST_Greensboro, NC\4 ENV\CAD\GCS Bus Garage SPPP-FIGS NOV.dwgN
0 2000 4000
(IN FEET)GRAPHIC SCALE (IN FEET)GRAPHIC SCALE
GUILFORD COUNTY SCHOOLS BUS GARAGE
GREENSBORO, NORTH CAROLINA
1
22580197
NOV 2022
AS SHOWNUSGS Topographic Map
SITE
SOURCE: McLEANSVILLE, NC AND GREENSBORO NC QUADRANGLES, 7.5-MINUTE SERIES US TOPOS (2019).
icrosoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
N
0 100 200
(IN FEET)GRAPHIC SCALE (IN FEET)GRAPHIC SCALE
GUILFORD COUNTY SCHOOLS BUS GARAGE
GREENSBORO, NORTH CAROLINA
2
22580197
NOV 2022
AS SHOWNSITE MAP
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.Drawing Path: Z:\Shared\SME\Ops\ENV\Projects\2022\22580197_Greensboro County Schools_GCS Bus Garage Used Oil UST_Greensboro, NC\4 ENV\CAD\GCS Bus Garage SPPP-FIGS NOV.dwgSource: Aerial images provided by Bing/Microsoft Corporation.
FORMER UNDERGROUND
STORAGE TANK (UST)
EXCAVATION LOCATION
S-5
S-2
S-1
S-8
S-3
S-4S-6
S-7
N
0 20 40
(IN FEET)GRAPHIC SCALE (IN FEET)GRAPHIC SCALE
GUILFORD COUNTY SCHOOLS BUS GARAGE
GREENSBORO, NORTH CAROLINA
3
22580197
NOV 2022
AS SHOWNSOIL SAMPLE LOCATIONS
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.Drawing Path: Z:\Shared\SME\Ops\ENV\Projects\2022\22580197_Greensboro County Schools_GCS Bus Garage Used Oil UST_Greensboro, NC\4 ENV\CAD\GCS Bus Garage SPPP-FIGS NOV.dwgLEGEND
- FORMER UST EXCAVATION LIMITS
- SOIL SAMPLE LOCATION
FORMER UST LOCATION
Source: Aerial images provided by Bing/Microsoft Corporation.
MW-1
N
0 20 40
(IN FEET)GRAPHIC SCALE (IN FEET)GRAPHIC SCALE
GUILFORD COUNTY SCHOOLS BUS GARAGE
GREENSBORO, NORTH CAROLINA
4
22580197
NOV 2022
AS SHOWNMONITORING WELL LOCATION
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.Drawing Path: Z:\Shared\SME\Ops\ENV\Projects\2022\22580197_Greensboro County Schools_GCS Bus Garage Used Oil UST_Greensboro, NC\4 ENV\CAD\GCS Bus Garage SPPP-FIGS NOV.dwgLEGEND
- FORMER UST EXCAVATION LIMITS
- MONITORING WELL LOCATION
FORMER UST LOCATION
Source: Aerial images provided by Bing/Microsoft Corporation.
500' RADIUS
1000' RADIUS
1500' RADIUS
W
WSW-1
W WSW-4
W WSW-5
W WSW-9
W WSW-7W
WSW-8
W
WSW-6
W
WSW-2
WWSW-3
N
0 500 1000
(IN FEET)GRAPHIC SCALE (IN FEET)GRAPHIC SCALE
GUILFORD COUNTY SCHOOLS BUS GARAGE
GREENSBORO, NORTH CAROLINA
5
22580197
NOV 2022
AS SHOWNPOTENTIAL WATER SUPPLY WELL STRUCTURES SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.Drawing Path: Z:\Shared\SME\Ops\ENV\Projects\2022\22580197_Greensboro County Schools_GCS Bus Garage Used Oil UST_Greensboro, NC\4 ENV\CAD\GCS Bus Garage SPPP-FIGS NOV.dwgLEGEND
- OBSERVED WATER SUPPLY WELL STRUCTURE
- STREAM
Source: Aerial images provided by Bing/Microsoft Corporation.
W

Appendix II – Tables
1,1- Dichloroethane1,2,4-Trimethylbenzene1,3,5-Trimethylbenzene4-IsopropyltolueneAcetoneBenzeneEthylbenzeneIsopropylbenzeneNaphthalenen-Butyl Benzenen-Propyl Benzenesec-ButylbenzeneTetrachloroehteneTolueneVinyl ChlorideXylenes-TotalC9-C22 AromaticsC5-C8 AliphaticsC9-C18 AliphaticsC19-C36 AliphaticsBis(2-ethylhexyl)phthalate1-Methylnaphthaelne2-MethylnaphthaleneChromium-Total*Hexavalent ChromiumLead-TotalDate
Collected
(mm/dd/yy)
Sample
Type Sample
Location mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
S-1 4/22/22 G Floor <0.00021 0.0027 0.00068 J <0.00014 <0.012 <0.00014 0.0012 <0.00013 0.0009 0.00074 J 0.00056 J <0.00081 <0.00024 <0.00020 <0.00020 0.0043 6.9 J <0.630 <1.28 82 0.096 J <0.030 <0.031 11.5 <0.16 <0.132
S-2 4/22/22 G Floor <0.00033 0.012 0.0056 0.0017 0.023 0.0027 0.0041 0.00090 J 0.0083 0.0038 0.0021 0.0017 0.0017 0.0044 <0.00031 0.023 93.7 J <1.03 <2.09 780 D 0.75 JD <0.22 <0.23 20.1 <0.24 <0.193
S-3 4/22/22 G Side Wall <0.097 13 D 3 D 0.22 JD <5.4 1.3 D 5.1 D 0.70 D <0.10 1.4 D 2.8 D 0.46 D <0.11 0.58 D <0.093 14 D 3619.6 46.6 14.2 2400 D 2.1 JD <0.58 <0.60 6.02 <0.16 <0.130
S-4 4/22/22 G Side Wall 0.00080 J 0.0022 0.00054 J <0.00014 0.012 J 0.004 0.0017 0.00062 J <0.00024 0.0015 0.00094 0.00091 0.00067 J 0.00076 J 0.0026 0.0058 66.56 <0.692 <1.40 210 JD 0.46 JD <0.16 <0.16 11.6 <0.17 <0.138
S-5 4/22/22 G Side Wall <0.059 2.4 D 0.58 D 0.17 D <2.7 0.20 D 0.57 D <0.029 0.99 D 0.63 D 0.41 D <0.19 0.25 D 1.1 D <0.047 3.6 D 1217.4 11.1 4.45 10,000 D 1.7 JD 0.44 JD 0.33 JD 10.3 <0.17 0.442 J
S-6 4/22/22 G Side Wall <0.00035 0.0016 <0.00023 <0.00018 <0.016 0.00066 J 0.0017 <0.00017 0.26 JD 0.00078 J 0.00066 J <0.0011 0.0036 0.00074 J <0.00028 0.0057 36 <0.851 <1.73 180 D 0.17 J <0.031 <0.032 27.2 <0.17 <0.126
S-7 4/22/22 G Side Wall <0.00027 0.0065 0.0015 <0.00017 <0.015 0.0010 J 0.0038 <0.00016 0.0014 0.0010 J 0.0017 <0.0010 0.00067 J 0.0016 <0.00026 0.014 7.4 J <0.882 <1.79 19 0.14 J <0.029 <0.030 8.66 <0.16 0.434 J
S-8 4/22/22 G Side Wall <0.00024 0.0023 0.00056 J <0.00016 <0.014 0.00093 J 0.0023 <0.00015 <0.00026 0.00071 J 0.00084 J <0.00092 <0.00027 0.00079 J <0.00023 0.0078 36 <0.856 <1.74 140 0.12 J <0.031 <0.032 18.6 <0.17 <0.139
C-1 4/22/22 G
Characteri
zation
Sample
NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 45.6 NA 0.498 D
0.03 6.6 6.6 0.12 24 0.0072 8 1.3 0.2 2.4 1.4 2.2 0.005 5.4 0.00019 6 31 68 540 NS 6.6 0.004 3.6 360000 3.8 270
116 156 156 1560 14,000 12 60 1,560 5.5 782 1560 1560 93.8 1,250 0.921 3,120 469 625 1,560 31,200 46 20 63 23400 1.32 400
573 2,330 2,330 23,300 210,000 59 297 23,300 27 11,600 23,300 23,300 1,400 18,600 4.54 46,700 7,000 9,340 23,300 467,000 410 100 1,635 350,000 6.54 400
Notes:
MSCC = Maximum Soil Contaminant Concentrations, March 7, 2022
D = Analyzed at dilution
NA- Not Analyzed
"C"-Sample was collected in backfill material surrounding UST
* - Chromium III MSCC values used as reference
"S" = Samples were collected in residual soil below backfill material
Industrial Commercial Soil Cleanup Levels NS
J = Estimated Value NS = No Standard Indicates concentration greater than Soil-to-water MSCC
mg/kg = milligrams per kilogram Indicates concentration greater than Residential Soil Cleanup Levels
NA
2400 D
Soil-to-Water MSCC (mg/kg)NS
Residential Soil Cleenup Levels (mg/kg)NS
NA
NA
NA
NA
NA
NA
Diesel Range
Sample
ID
Constituent DRO (C10-C28)
mg/kg
NA
Table 1
Summary of Soil Sampling Results
GCS Bus Garage UST Removal
131 Franklin Blvd, Greensboro, North Carolina 27405
S&ME Project No. 22580197
Analytical Method Volatile Organic Compounds by EPA Method 8260 MADEP EPH & VPH Semi Volatile Organic Metals by EPA Method
Well ID Date Installed Well Diameter Screened Interval
Bottom of
Well
Date
Measured Depth to Water
(inches)
(feet below top of
casing) (ft. bgs)
(feet below top
of casing)
MW-1 10/19/2022 2 19.0 - 29.0 29.5 10/24/2022 4.05
Table 2Well Construction InformationGCS Bus Garage UST RemovalGreensboro, North CarolinaS&ME Project No. 22580197
Map I.D.*Parcel Number Owner Name Mailing Address 1
Mailing Address
City
Mailing
Address
State
Mailing
Address
Zip Property Address
1 22281 RDC Real Estate Solutions Inc PO Box 19511 Greensboro NC 27419 3803 Dawson Ave
2 22137 EPOCF3A LLC 2301 E Riverside Dr A200 Austin TX 78741 221 Guerrant St
3 22129 Terald and Goioa Garrett 3809 Phillips Park Drive Greensboro NC 27401 2809 Phillips Park Drive
4 79440 Family Trust of Pauline G. Jones 101 Ravens Bluff Court Browns Summit NC 27214 401 Franklin Blvd
5 79416 Twanda Mitchell 307 Franklin Blvd Greensboro NC 27401 307 Franklin Blvd
6 79437 Pauline and Joe Vail 3924 Eastland Ave Greensboro NC 27401 3924 Eastland Ave
7 79501 Honorio Carbajal 604 Herman Gist Rd Greensboro NC 27401 3926 Eastland Ave
8 79435 RM Property Solutions LLC PO Box 839 Pleasant Garden NC 27313 3932 Eastland Ave
9 79441 Maria De Jesus Flores and Amadeo Cortes Gutierrez 3031 Glass Rd Greensboro NC 27406 403 Franklin Blvd
1,158
1,169
Table 3
Potential Water Supply Well Structures
GCS Bus Garage UST Removal
Greensboro, NC
S&ME Project No. 22580197
1,229
Distance from UST
1,340
1,386
1,425
1,108
937
1,078

Appendix III – UST Documents

UST-3 Notice of Intent: UST Permanent Closure or Change-in-Service
Return completed form to:
The DWM Regional Office located in the area where the facility is located. Also send a copy to the Central Office in Raleigh.
SEE MAP ON THE BACK OF THIS FORM FOR THE CENTRAL AND REGIONAL OFFICE ADDRESSES.
STATE USE ONLY I.D. #_____________________ Date Received______________
INSTRUCTIONS (READ THIS FIRST)
Complete and return a UST-3 form at least thirty (30) days prior to closure or change-in-service activities.
Completed UST closure or change-in-service site assessment reports, along with a copy of the UST-2A and/or 2B forms, 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. Note: Tank fees may be due for unregistered tanks.
UST closure and change-in-service site assessments must be completed in accordance with the latest version of the Guidelines for Site
Checks, Tank Closure and Initial Response. The guidelines can be obtained at https://deq.nc.gov/about/divisions/waste-management/ust.
Note: To close tanks in place you must obtain prior approval from the DWM Regional office located in the region where the facility is located.
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.
I. OWNERSHIP OF TANKS II. LOCATION
Owner Name (Corporation, Individual, Public Agency, or Other Entity)

Facility Name or Company

Street Address
Facility ID # (If known)

City

County
Street Address

State
Zip Code
City
County
Zip Code

Phone Number

Email
Phone Number

III. CONTACT PERSONNEL
Name:

Company Name:

Job Title:

Phone Number:

IV. TANK REMOVAL, CLOSURE IN PLACE, CHANGE-IN SERVICE
1. Contact local fire marshal.
2. Plan entire closure event.
3. Conduct Site Soil Assessment.
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.
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
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.
V. WORK TO BE PERFORMED BY
Contractor Name:

Contractor Company Name:

Address:

State:

Zip Code:

Phone No:

Primary Consultant Name:

Primary Consultant Company Name:

Consultant Phone No:

VI. TANKS SCHEDULED FOR CLOSURE OR CHANGE-IN-SERVICE

Tank ID No.

Size in Gallons

Last Contents
Proposed Activity
Closure Change-In-Service
Removal Abandonment in Place * New Contents Stored

* Prior written approval to abandon a tank in place must be received from a DWM Regional Office.
VII. OWNER OR OWNER’S AUTHORIZED REPRESENTATIVE
Has a release from a UST system occurred at this location? Yes No Unknown
I understand that I can be held responsible for environmental damage resulting from the improper disposal of my USTs.
Print name and official title:
Signature Date Signed

SCHEDULED REMOVAL DATE

Notify your DWM Regional Office
48 hours before this date if
scheduled removal date changes
UST-3 Rev 2/2021
Guilford County Schools
131 Franklin Blvd.
Greensboro Guilford
NC 27405
[phone] [e-mail]
Guilford County Schools Bus Garage
131 Franklin Blvd.
Greensboro Guilford 27405
[phone]
David Kemp Program Administrator IIGuilford County Schools 336-471-3218
David Kemp Guilford County Schools
131 Franklin Blvd.27405 336-471-3218
Wayne Watterson S&ME
NC
336-908-7653
NA 1000 Oil
Wayne Watterson as Agent of Guilford County Schools
4/22/22

UST-2B Site Investigation Report for Permanent Closure or Change-in-
Service of
UN-REGISTERED UST

Return completed form to:
NC DEQ / DWM / UST SECTION
1646 MAIL SERVICE CENTER
RALEIGH, NC 27699-1646
ATTN: REGISTRATION & PERMITTING

phone [phone] fax [phone] http://www.wastenotnc.org/

STATE USE ONLY:
Facility ID #

Date Received

INSTRUCTIONS (READ THIS FIRST)
1. UST permanent closure or change in service must be completed in accordance with the latest version of the Guidelines for Site Checks, Tank
Closure and Initial Response and Abatement. The guidelines can be obtained at http://deq.nc.gov/about/divisions/waste-management/waste-
management-permit-guidance/underground-storage-tanks-section.
2. Permanent closure: Complete all sections of this form.
3. Change-in-service: Where UST systems will be converted from storing a regulated substance to a non-regulated substance, complete sections I,
II, III, IV, and VI.
4. For more than 5 un-registered UST systems, attach additional forms as needed.
5. Un-Registered USTs may be subject to unpaid fees and late penalties.
6. REGISTERED USTs use Form UST-2A.
I. OWNERSHIP OF TANKS II. LOCATION OF TANKS
Owner Name (Corporation, Individual, Public Agency, or Other Entity)

Facility Name or Company

Street Address

Facility ID # (If known)

City

County

Street Address

State
Zip Code
City

County

Zip Code

Phone Number
Phone Number

III. CONTACT PERSONNEL
Contact for Facility: Job Title: Phone #:
Closure Contractor Name:

Closure Contractor Company:

Address:

Phone #

Primary Consultant Name:

Primary Consultant Company:

Address:

Phone #

IV. UST INFORMATION FOR UN-REGISTERED UST SYSTEMS
REGISTERED USTs use Form UST-2A. V. EXCAVATION CONDITION
Tank ID
No.
Size in
Gallons
Last
Contents
Last
Use
Date
Permanent
Close Date Method of Permanent Closure:
Indicate REMOVED or enter fill
material, such as foam/
concrete/ sand
Change-in-
Service
Date
Water in excavation Free product
Notable
odor or visible soil contamination
Yes No Yes No Yes No

VI. 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

NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF WASTE MANAGEMENT, UST SECTION
1646 MAIL SERVICE CENTER, RALEIGH, NC 27699-1646 PHONE [phone] FAX [phone] http://www.wastenotnc.org/ 1/2016

Guilford County Schools
131 Franklin Blvd
Greensboro Guilford
North Carolina 27405
888-511-4427
Guilford County Schools Bus Garage
131 Franklin Blvd.
Greensboro 27405Guilford
888-511-4427
David Kemp Program Admin II 336-471-3218
David Kemp Guilford County Schools 336-471-3218131 Franklin Blvd.
Wayne Watterson S&ME 336-908-74538646 W Market Street
NA 1000 Used Oil 4/22/22 4/22/22 REMOVED 4/22/22 n n n
Wayne Watterson as Agent of Guilford County Schools
6/3/2022

UST-61 24-Hour Release and UST Leak Reporting Form.
For Releases
in NC
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) Incident # ________ Risk (H,I,L,U)_______ Received On ________ Received By ________
Reported by (circle one): Phone, Fax or Report Region _______
Suspected Contamination? (Y/N) ________ Confirmed GW Contamination? (Y/N) ______ Confirmed Soil Contamination ?(Y/N) ______
Samples Taken?(Y/N) ______ Free Product? (Y/N) _____ If Yes, State Greatest Thickness ______________
Facility ID Number ______________ Date Leak Discovered ___________ Comm/Non-Commercial? ________
Reg/Non-regulated? _____________
INCIDENT DESCRIPTION
Incident Name:
Address: County:
City/Town: Zip Code: Regional Office (circle one): Asheville, Mooresville, Fayetteville, Raleigh, Washington, Wilmington, Winston-Salem
Latitude (decimal degrees): Longitude (decimal degrees) : Obtained by:
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)  GPS
 Topographic map
 GIS Address matching
 Other
 Unknown
Describe location:

HOW RELEASE WAS DISCOVERED (Release Code)
(Check one)
 Release Detection Equipment or Methods
 During UST Closure/Removal
 Property Transfer
 Visual/Odor
 Water in Tank
 Water Supply Well Contamination
 Groundwater Contamination
 Surface Water Contamination
 Other (specify) _______________

SOURCE OF CONTAMINATION
Source of Release (Check primary source) Cause of Release (Check primary cause) Type of Release (Check one) Product Type Released (Check primary product type released)

 Tank
 Piping
 Dispenser
 Submersible Turbine Pump
 Delivery Problem
 Spill Bucket
 Other
 Unknown
Definitions presented on reverse

 Spill
 Overfill
 Corrosion
 Physical/Mechanical
Damage
 Install Problem
 Other
 Unknown
Definitions presented on reverse

 Petroleum
 Non-Petroleum
 Both
Location
(Check one)
 Facility
 Residence
 Other

 Gasoline/ Diesel/
Kerosene
 Heating Oil
 Other Petroleum
Products
 Metals
 Other Inorganics
 Other Organics

 Diesel/Veg. Oil
Blend
 Vegetable Oil 100%
 E10 – E20
 E21 – E84
 E85 – E99
 Ethanol 100%
 E01 – E09
Ownership
1. Municipal 2. Military 3. Unknown 4. Private 5. Federal 6. County 7. State Operation Type 1. Public Service 2. Agricultural 3. Residential 4. Education/Relig. 5. Industrial 6. Commercial 7. Mining
UST Form 61 (02/19) Page 1 of 2

Y NYYYUnknown
NA4/22/22CommReg
Guilford County Schools Bus Garage
131 Franklin Blvd. Guilford
Greensboro 27405
36.078610 -79.738750
X
An unknown amount of used oil was released from the unregistered regulated 1,000-gallon steel UST over
an unknown amount of time. The release was discovered on April 22, 2022. The release was likely spillage
or overflow from the fill port. Tank was removed, tank basin was over excavated, and samples were
collected along the side walls and floor of tank basin. Jordan Lerew of Guilford County Department of
Health and Human Services was onsite the date of the discovery.
X
X X
X
X
X

IMPACT ON DRINKING WATER SUPPLIES
Water Supply Wells Affected? 1. Yes 2. No 3. Unknown Number of Water Supply Wells Affected __________________
Water Supply Wells Contaminated: (Include Users Names, Addresses and Phone Numbers. Attach additional sheet if necessary) 1. 2. 3.
UST SYSTEM OWNER UST Owner/Company
Point of Contact Address
City State Zip Code Telephone Number
UST SYSTEM OPERATOR
UST Operator/Company Address
City State Zip Code Telephone Number
LANDOWNER AT LOCATION OF UST INCIDENT
Landowner Address
City State Zip Code Telephone Number
Draw Sketch of Area (showing two major road intersections) or Attach Map
Person Reporting Incident Company Telephone Number
Title Address Date
UST Form 61 (02/19) Page 2 of 2
Definitions of Sources Tank: means the tank that stores the product and is part of the underground storage tank system Piping: means the piping and connectors running from the tank or submersible turbine pump to the dispenser or other end-use equipment (Vent, vapor recovery, or fill lines are excluded.) Dispenser: includes the dispenser and the equipment used to connect the dispenser to the piping (e.g., a release from a suction pump or from components located above the shear valve) Submersible Turbine Pump (STP) Area includes the submersible turbine pump head (typically located in the tank sump), the line leak detector, and the piping that connects the submersible turbine pump to the tank Delivery Problem: identifies releases that occurred during product delivery to the tank. (Typical causes associated with this source are spills and overfills.)
Other: serves as the option to use when the release source is known but does not fit into one of the preceding categories (e.g., for releases from vent lines, vapor recovery lines, and fill lines) Unknown: identifies releases for which the source has not been determined Definitions of Causes
Spill: use this cause when a spill occurs (e.g., when the delivery hose is disconnected from the tank fill pipe or when the nozzle is removed from the dispenser) Overfill: use when an overfill occurs (e.g., overfills may occur from the fill pipe at the tank or when the nozzle fails to shut off at the dispenser) Physical or Mechanical Damage: use for all types of physical or mechanical damage, except corrosion (e.g., puncture of tank or piping, loose fittings, broken components, and components that have changed dimension) Corrosion: use when a metal tank, piping, or other component has a release due to corrosion (e.g., for steel, corrosion takes the form of rust) Installation Problem: use when the problem is determined to have occurred specifically because the UST system was not installed properly Other: use this option when the cause is known but does not fit into one of the preceding categories (e.g., putting regulated substances into monitoring wells) Unknown: use when the cause has not been determined
3. Unknown
Guilford County Schools
David Kemp 131 Franklin Blvd.
Greensboro NC 27405 [phone]
Guilford County Schools 131 Franklin Blvd.
Greensboro NC 27405 [phone]
Guilford County Schools 131 Franklin Blvd.
Greensboro NC 27405 [phone]
Map Attached
Cody McMechen S&ME 828-318-3219
Staff Professional 8648 W. Market Street, Ste. 105, Greensboro, NC 5/17/22

Appendix IV – Field Forms

Hours Mileage Signature of S&ME Personnel
6 26

S&ME, Inc. | www.smeinc.com

Environmental Field Report
Date:
10/19/2022
Job Number:
22580197
Project Name:
GCS Bus Garage
Weather/Temperature:
Clear, windy, 50 °F
Project Location:
131 Franklin Boulevard, Greensboro, North Carolina
Notes By:
☒
Present at the Site:
L. Butler
☐ EDPS- Jarod Paulos-driller, crew- Braxton
Cronoser

9:30- Pack and mobilize to site.
10:10- Drill crew arrived and set-up to drill at center of UST basin with 4-inch diameter air hammer bit.
2-inch diameter post monitor well and a stick-up PVC casing are located approximately 50 feet SE of UST basin.
Well- depth to water: 2.8 feet below ground surface (ft-bgs), total depth: 8.6 ft-bgs (no tag).
Casing- depth to water: 2.7 ft-bgs; total depth: 12.7 ft-bgs (no cap).
10:45- Crew started borehole with air hammer bit. At 14 ft-bgs, stopped due to water coming to ground surface.
After removing rods, borehole cave in observed at 6 ft-bgs with water at 5 ft-bgs.
Crew drilled with 4-1/4-inch ID hollow stem augers to 14.5 ft-bgs; difficult drilling at 13 ft-bgs.
11:45- Crew switched set-up back to air hammer.
Encountered apparent partially weathered rock at 14.5 ft-bgs and rock at approximately 18 ft-bgs.
Cuttings consisted of dry dust and sand. Encountered first water at approximately 21 ft-bgs. Crew observed
apparent fracture at approximately 22 ft-bgs.
12:08- Stop at 28 ft-bgs to check for water. Fuel odors were not observed.
12:13- Blew water/mud from borehole; continued drilling to 29.5 ft-bgs.
12:25- Crew removed rods. Monitor well casing set and raised for total depth of 29.2 ft-bgs, with screened
interval from 19-29 ft-bgs. Sand pack placed to 15.5 ft-bgs. Bentonite seal placed to 4 ft-bgs.
Subsurface observations and well construction are summarized on boring log and well detail forms.
13:00- Crew moved cuttings to grassed area located southwest of former UST basin.
Crew began well development; well went dry, water muddy.
Crew cleaned up site and loaded rig and tooling.
Crew grouted borehole and constructed concrete pad around 8-inch diameter cover with bold-down lid.
14:40- Demobe . Returned to office to download and file logs.

Equipment Used
Water level probe
° F
Date Time
10/25/22 10:50 4.1 10.0
10/25/22 10:50 µS/cm
4.05 ft-TOC inch
29.20 ft-TOC gal
25.15 feet gal
10 ft-GRD gal
ft-GRD
15:45 End Time:
gal
Time pH Temp Cond Turbidity (s.u.)(°C) µS/cm (NTU)
11:00 6.4 21.9 404
11:00
Qty Container Pres.Qty Pres.
(1)
Notes:
Form Revision Date:
30Purge Time (Min.):
GROUNDWATER SAMPLING FORM
Project Name:
Project Location:
Project Number:
Source Well:
GCS Bus Garage UST Closure
119 Franklin Boulevard
22580197
MW-1
Purge Date:October 24, 2022
Analytical Data
Method Method
Cody McMechen developed and purged well on October 24, 2022 @ 16:15. Water level on 10/24/22 was 4.05 ft btoc before purging. Water
level on 10/25/22 was 5.80 ft btoc.
9/13/17 8:00 AM
Name Signature
Colby Paine
Date
12/6/2022
Container
Sample Method:Sample Time:Bailer
6.0 No Odors
Total Volume Purged:6.0 Well Purged Dry?:No
Field Parameters
Cumulative Volume Comments
(Gal)
Stickup Height:
Well Purging Information
Purge Method:Bailer Purge Start Time:16:15
Total Well Depth:Well Volume
Height of Water Column:3 * Well Volume
Screen Length:5 * Well Volume
4.1
12.3
20.5
Water Level & Well Data
Measuring Point:Top of Casing Well Volume
Depth to Water:Well Diameter
Conductivity 1,413 1,415
6.9
µS/cm
2
Equipment Calibration Information:
Equipment Calibration Solution Calibration Check
pH 4.00, 7.00, 10.00
Air Temp:
October 25, 2022
65
11:00Sample Time:
Sample Date:
Weather:
Locked?:
Sampled By:
Yes
Colby Paine
Sunny

Hours Mileage Signature of S&ME Personnel
1.0 hr (onsite) 45

S&ME, Inc. | www.smeinc.com
Environmental Field Report
Date:
10/25/2022
Job Number:
22580197
Project Name:
GCS Bus Garage UST Closure
Weather/Temperature:
Sunny/65
Project Location:
119 Franklin Boulevard, Greensboro, NC
Notes By:
☒
Present at the Site:
Colby Paine
☐

Onsite to collect a water sample from MW-1. Cody McMechen purged the well on 10/24/2022, so only
needed to collect a grab sample from the well.
I removed the well cap and let the water level equilibrate before measuring depth to water. The depth to
water was measured at 5.80 feet below the top of casing. After measuring depth to water, I prepared my
sampling equipment and the sample bottles.
I slowly lowered the bailer down into the well and collected water from the top. I collected the metals
sample first to limit the number of suspended solids in the sample. I filled the remainder of the sample
bottles and placed each of them in a cooler on ice. I collected temperature, pH, and conductivity readings
before closing the well. After closing the well, I left the site to prepare the samples for shipping to Eurofins
CEI in Cary, NC.
I brought the samples to FedEx for shipment.

Equipment Used
Bailer and string
pH Multimeter

Appendix V – Receptor Survey Information

Appendix VI – Laboratory Analytical Reports

Well ID
MW-1
S&ME Staff
L. Butler
Drill Rig
Geoprobe 7822DT
Water Level at TOB (0.01 ft-BTOC)Land Surface Elev. (0.01 ft)
Depth to Water (0.01 ft-BTOC)
Stickup Height - ft
TOC Relative to Ground ft
0.0 to 19.0
19.0 to 29.0
Top of Seal - 4.0 0.1 ft-bgs
Top of Filter Pack - 15.5 0.1 ft-bgs
0.0 to 4.0
Top of Screen - 19.0 0.1 ft-bgs
4.0 to 15.5
Screened Interval -10.0 0.1 ft-bgs
15.5 to 29.5
Bottom of Screen - 29.0 0.1 ft-bgs
Bottom of Filter Pack - 29.5 0.1 ft-bgs
Cave In - 0.1 ft-bgs
Total Boring Depth - 29.5 0.1 ft-bgs
Form Revision Date:
County
Drilling Contractor
Drilling Method
Well Type / Use
City
Flush Monitor Well
Guillford Greensboro
License Number
Well Permit Number
Not applicable
29.2
Dry
Northing (0.1 ft)Date/Time
10-19-22/12:25
Total Well Depth (0.1 ft-bgs)
Environmental Drilling & Probing Services, LLC
Easting (0.1 ft)Date/Time
Installation Date
10/19/2022
Project Name
GCS Bus Garage
Project Number
22580197
WELL CONSTRUCTION DETAIL
Filter Pack Interval (0.1 ft-bgs)
Screen Interval (0.1 ft-bgs)
Grout Type
#2 Silica Sand
3/8 in. Holeplug®
Pad Type
Protective Casing
Casing Material
Depth Below Ground Surface (ft-bgs)
Air Hammer
2' x 2' Concrete
Flush Vault (8" diam)
Seal Type
2-in Sch 40 PVC (0.010)
Portland Cement T2
2-in Sch 40 PVC
Casing Interval (0.1 ft-bgs)
Screen Type
Borehole Diameter (1 in)
4-inch
9/1/17 2:10 PM
TBD - To Be Determined
Notes:
Seal Interval (0.1 ft-bgs)
Filter Pack
Grout Interval (0.1 ft-bgs)
Development Volume (gal)
Development
Yes
For lithologic information
see attached boring log
5
BTOC - Below Top of Casing
ANALYTICAL REPORT
Eurofins Savannah
5102 LaRoche Avenue
Savannah, GA 31404
Tel: [phone]
Laboratory Job ID: 680-224036-1
Client Project/Site: GCS Bus Garage
For:
S&ME, Inc.
8646 West Market Street
Suite 105
Greensboro, North Carolina 27409
Attn: Cody McMechen
Authorized for release by:
11/14/2022 5:21:45 PM
John Andros, Project Manager I
[phone]
[e-mail]
Designee for
Chad Bechtold, Project Manager
[phone]
[e-mail]
The test results in this report meet all 2003 NELAC, 2009 TNI, and 2016 TNI
requirements for accredited parameters, exceptions are noted in this report. This
report may not be reproduced except in full, and with written approval from the
laboratory. For questions please contact the Project Manager at the e-mail address or
telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic
signature is intended to be the legally binding equivalent of a traditionally handwritten
signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
The test results in this report relate only to the samples as received by the laboratory
and will meet all requirements of the methodology, with any exceptions noted. This
report shall not be reproduced except in full, without the express written approval of
the laboratory. All questions should be directed to the {0} Project Manager.
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Definitions/Glossary
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Qualifiers
GC/MS Semi VOA
Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Qualifier
Glossary
These commonly used abbreviations may or may not be present in this report.
¤Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level"
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
NEG Negative / Absent
POS Positive / Present
PQL Practical Quantitation Limit
PRES Presumptive
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Eurofins Savannah
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Sample Summary
Client: S&ME, Inc.Job ID: 680-224036-1
Project/Site: GCS Bus Garage
Lab Sample ID Client Sample ID Matrix Collected Received
680-224036-1 MW-1 Ground Water 10/25/22 11:00 10/26/22 10:30
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Case Narrative
Client: S&ME, Inc.Job ID: 680-224036-1
Project/Site: GCS Bus Garage
Job ID: 680-224036-1
Laboratory: Eurofins Savannah
Narrative
Job Narrative
680-224036-1
Receipt
The sample was received on 10/26/2022 10:30 AM. Unless otherwise noted below, the sample arrived in good condition, and, where
required, properly preserved and on ice. The temperature of the cooler at receipt time was 0.9°C
GC/MS VOA
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
GC/MS Semi VOA
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Hydrocarbons
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Hydrocarbons
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Metals
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
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Client Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Lab Sample ID: 680-224036-1Client Sample ID: MW-1
Matrix: Ground WaterDate Collected: 10/25/22 11:00
Date Received: 10/26/22 10:30
Method: SM6200-B - Volatile Organic Compounds
RL MDL
ND 25.0 10.0 ug/L 11/05/22 16:32 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Acetone
1.00 0.130 ug/L 11/05/22 16:32 1NDBenzene
1.00 0.540 ug/L 11/05/22 16:32 1NDBromobenzene
5.00 0.250 ug/L 11/05/22 16:32 1NDBromoform
1.00 0.980 ug/L 11/05/22 16:32 1NDBromomethane
25.0 2.60 ug/L 11/05/22 16:32 1ND2-Butanone (MEK)
1.00 0.190 ug/L 11/05/22 16:32 1NDCarbon tetrachloride
1.00 0.150 ug/L 11/05/22 16:32 1NDChlorobenzene
1.00 0.210 ug/L 11/05/22 16:32 1NDChlorobromomethane
1.00 0.240 ug/L 11/05/22 16:32 1NDChlorodibromomethane
1.00 0.760 ug/L 11/05/22 16:32 1NDChloroethane
1.00 1.00 ug/L 11/05/22 16:32 1NDChloroform
1.00 0.320 ug/L 11/05/22 16:32 1NDChloromethane
1.00 0.570 ug/L 11/05/22 16:32 1ND2-Chlorotoluene
1.00 0.560 ug/L 11/05/22 16:32 1ND4-Chlorotoluene
1.00 0.200 ug/L 11/05/22 16:32 1NDcis-1,2-Dichloroethene
5.00 0.500 ug/L 11/05/22 16:32 1NDcis-1,3-Dichloropropene
5.00 0.220 ug/L 11/05/22 16:32 1NDDibromomethane
1.00 0.500 ug/L 11/05/22 16:32 1ND1,2-Dichlorobenzene
1.00 0.540 ug/L 11/05/22 16:32 1ND1,3-Dichlorobenzene
1.00 0.640 ug/L 11/05/22 16:32 1ND1,4-Dichlorobenzene
1.00 0.500 ug/L 11/05/22 16:32 1NDDichlorobromomethane
1.00 0.850 ug/L 11/05/22 16:32 1NDDichlorodifluoromethane
1.00 0.500 ug/L 11/05/22 16:32 1ND1,1-Dichloroethane
1.00 0.190 ug/L 11/05/22 16:32 1ND1,2-Dichloroethane
1.00 0.500 ug/L 11/05/22 16:32 1ND1,1-Dichloroethene
1.00 0.500 ug/L 11/05/22 16:32 1ND1,2-Dichloropropane
1.00 0.500 ug/L 11/05/22 16:32 1ND1,3-Dichloropropane
1.00 0.500 ug/L 11/05/22 16:32 1ND2,2-Dichloropropane
1.00 0.500 ug/L 11/05/22 16:32 1ND1,1-Dichloropropene
20.0 12.0 ug/L 11/05/22 16:32 1ND3,3-Dimethyl-1-butanol
100 24.0 ug/L 11/05/22 16:32 1NDEthanol
1.00 0.500 ug/L 11/05/22 16:32 1NDEthylbenzene
1.00 0.230 ug/L 11/05/22 16:32 1NDEthylene Dibromide
25.0 1.40 ug/L 11/05/22 16:32 1ND2-Hexanone
1.00 0.530 ug/L 11/05/22 16:32 1NDIsopropylbenzene
1.00 0.200 ug/L 11/05/22 16:32 1NDIsopropyl ether
1.00 0.710 ug/L 11/05/22 16:32 1ND4-Isopropyltoluene
5.00 3.00 ug/L 11/05/22 16:32 1NDMethylene Chloride
25.0 1.80 ug/L 11/05/22 16:32 1ND4-Methyl-2-pentanone (MIBK)
1.00 0.220 ug/L 11/05/22 16:32 1NDMethyl tert-butyl ether
5.00 0.630 ug/L 11/05/22 16:32 1NDm-Xylene & p-Xylene
5.00 3.00 ug/L 11/05/22 16:32 1NDNaphthalene
1.00 0.760 ug/L 11/05/22 16:32 1NDn-Butylbenzene
1.00 0.690 ug/L 11/05/22 16:32 1NDN-Propylbenzene
5.00 0.600 ug/L 11/05/22 16:32 1NDo-Xylene
1.00 0.700 ug/L 11/05/22 16:32 1NDsec-Butylbenzene
1.00 1.00 ug/L 11/05/22 16:32 1NDStyrene
10.0 4.50 ug/L 11/05/22 16:32 1NDt-Amyl alcohol
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Client Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Lab Sample ID: 680-224036-1Client Sample ID: MW-1
Matrix: Ground WaterDate Collected: 10/25/22 11:00
Date Received: 10/26/22 10:30
Method: SM6200-B - Volatile Organic Compounds (Continued)
RL MDL
ND 1.00 0.230 ug/L 11/05/22 16:32 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Tert-amyl methyl ether
1.00 0.630 ug/L 11/05/22 16:32 1NDtert-Butylbenzene
1.00 0.280 ug/L 11/05/22 16:32 1NDTert-butyl ethyl ether
10.0 2.40 ug/L 11/05/22 16:32 1NDtert-Butyl Formate
1.00 0.160 ug/L 11/05/22 16:32 1ND1,1,1,2-Tetrachloroethane
1.00 0.500 ug/L 11/05/22 16:32 1ND1,1,2,2-Tetrachloroethane
1.00 0.900 ug/L 11/05/22 16:32 1NDTetrachloroethene
1.00 0.410 ug/L 11/05/22 16:32 1NDToluene
1.00 0.500 ug/L 11/05/22 16:32 1NDtrans-1,2-Dichloroethene
5.00 0.200 ug/L 11/05/22 16:32 1NDtrans-1,3-Dichloropropene
1.00 0.900 ug/L 11/05/22 16:32 1ND1,2,3-Trichlorobenzene
1.00 0.820 ug/L 11/05/22 16:32 1ND1,2,4-Trichlorobenzene
1.00 0.180 ug/L 11/05/22 16:32 1ND1,1,1-Trichloroethane
5.00 0.210 ug/L 11/05/22 16:32 1ND1,1,2-Trichloroethane
1.00 0.150 ug/L 11/05/22 16:32 1NDTrichloroethene
1.00 0.520 ug/L 11/05/22 16:32 1NDTrichlorofluoromethane
5.00 0.840 ug/L 11/05/22 16:32 1ND1,2,3-Trichloropropane
1.00 0.820 ug/L 11/05/22 16:32 1ND1,2,4-Trimethylbenzene
1.00 0.560 ug/L 11/05/22 16:32 1ND1,3,5-Trimethylbenzene
25.0 0.930 ug/L 11/05/22 16:32 1NDVinyl acetate
1.00 0.500 ug/L 11/05/22 16:32 1NDVinyl chloride
4-Bromofluorobenzene 100 72-119 11/05/22 16:32 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
Dibromofluoromethane 92 11/05/22 16:32 175-126
Toluene-d8 (Surr)99 11/05/22 16:32 164-132
Method: 40CFR136A 625.1 - Semivolatile Organic Compounds (GC/MS)
RL MDL
ND 9.18 3.12 ug/L 11/01/22 13:33 11/03/22 02:26 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
1,2,4-Trichlorobenzene
9.18 2.30 ug/L 11/01/22 13:33 11/03/22 02:26 1ND1,2-Dichlorobenzene
9.18 3.40 ug/L 11/01/22 13:33 11/03/22 02:26 1ND1,2-Diphenylhydrazine
9.18 2.66 ug/L 11/01/22 13:33 11/03/22 02:26 1ND1,3-Dichlorobenzene
9.18 3.03 ug/L 11/01/22 13:33 11/03/22 02:26 1ND1,4-Dichlorobenzene
9.18 2.02 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2,4,6-Trichlorophenol
9.18 3.40 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2,4-Dichlorophenol
9.18 2.76 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2,4-Dimethylphenol
45.9 14.7 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2,4-Dinitrophenol
9.18 2.11 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2,4-Dinitrotoluene
9.18 2.57 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2,6-Dinitrotoluene
9.18 4.41 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2-Chloronaphthalene
9.18 2.94 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2-Chlorophenol
9.18 3.58 ug/L 11/01/22 13:33 11/03/22 02:26 1ND2-Nitrophenol
55.1 9.18 ug/L 11/01/22 13:33 11/03/22 02:26 1ND3,3'-Dichlorobenzidine
45.9 4.87 ug/L 11/01/22 13:33 11/03/22 02:26 1ND4,6-Dinitro-2-methylphenol
9.18 4.32 ug/L 11/01/22 13:33 11/03/22 02:26 1ND4-Bromophenyl phenyl ether
9.18 2.30 ug/L 11/01/22 13:33 11/03/22 02:26 1ND4-Chloro-3-methylphenol
9.18 4.87 ug/L 11/01/22 13:33 11/03/22 02:26 1ND4-Chlorophenyl phenyl ether
45.9 7.44 ug/L 11/01/22 13:33 11/03/22 02:26 1ND4-Nitrophenol
9.18 4.04 ug/L 11/01/22 13:33 11/03/22 02:26 1NDAcenaphthene
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Client Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Lab Sample ID: 680-224036-1Client Sample ID: MW-1
Matrix: Ground WaterDate Collected: 10/25/22 11:00
Date Received: 10/26/22 10:30
Method: 40CFR136A 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued)
RL MDL
ND 9.18 3.31 ug/L 11/01/22 13:33 11/03/22 02:26 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Acenaphthylene
9.18 3.31 ug/L 11/01/22 13:33 11/03/22 02:26 1NDAnthracene
73.5 23.0 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBenzidine
9.18 3.86 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBenzo[a]anthracene
9.18 2.57 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBenzo[a]pyrene
9.18 2.85 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBenzo[b]fluoranthene
9.18 2.76 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBenzo[g,h,i]perylene
9.18 2.66 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBenzo[k]fluoranthene
9.18 2.85 ug/L 11/01/22 13:33 11/03/22 02:26 1NDbis (2-chloroisopropyl) ether
9.18 1.65 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBis(2-chloroethoxy)methane
9.18 3.31 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBis(2-chloroethyl)ether
9.18 2.76 ug/L 11/01/22 13:33 11/03/22 02:26 1NDBis(2-ethylhexyl) phthalate
9.18 2.57 ug/L 11/01/22 13:33 11/03/22 02:26 1NDButyl benzyl phthalate
9.18 3.49 ug/L 11/01/22 13:33 11/03/22 02:26 1NDChrysene
9.18 2.76 ug/L 11/01/22 13:33 11/03/22 02:26 1NDDibenz(a,h)anthracene
9.18 2.02 ug/L 11/01/22 13:33 11/03/22 02:26 1NDDiethyl phthalate
9.18 1.93 ug/L 11/01/22 13:33 11/03/22 02:26 1NDDimethyl phthalate
9.18 2.11 ug/L 11/01/22 13:33 11/03/22 02:26 1NDDi-n-butyl phthalate
9.18 2.57 ug/L 11/01/22 13:33 11/03/22 02:26 1NDDi-n-octyl phthalate
9.18 1.47 ug/L 11/01/22 13:33 11/03/22 02:26 1NDFluoranthene
9.18 3.12 ug/L 11/01/22 13:33 11/03/22 02:26 1NDFluorene
9.18 1.47 ug/L 11/01/22 13:33 11/03/22 02:26 1NDHexachlorobenzene
9.18 3.67 ug/L 11/01/22 13:33 11/03/22 02:26 1NDHexachlorobutadiene
9.18 3.21 ug/L 11/01/22 13:33 11/03/22 02:26 1NDHexachlorocyclopentadiene
9.18 3.31 ug/L 11/01/22 13:33 11/03/22 02:26 1NDHexachloroethane
9.18 3.95 ug/L 11/01/22 13:33 11/03/22 02:26 1NDIndeno[1,2,3-cd]pyrene
9.18 1.84 ug/L 11/01/22 13:33 11/03/22 02:26 1NDIsophorone
9.18 3.21 ug/L 11/01/22 13:33 11/03/22 02:26 1NDNaphthalene
9.18 3.21 ug/L 11/01/22 13:33 11/03/22 02:26 1NDNitrobenzene
9.18 1.93 ug/L 11/01/22 13:33 11/03/22 02:26 1NDN-Nitrosodimethylamine
9.18 2.20 ug/L 11/01/22 13:33 11/03/22 02:26 1NDN-Nitrosodi-n-propylamine
9.18 2.66 ug/L 11/01/22 13:33 11/03/22 02:26 1NDN-Nitrosodiphenylamine
45.9 9.09 ug/L 11/01/22 13:33 11/03/22 02:26 1NDPentachlorophenol
9.18 3.95 ug/L 11/01/22 13:33 11/03/22 02:26 1NDPhenanthrene
9.18 1.38 ug/L 11/01/22 13:33 11/03/22 02:26 1NDPhenol
9.18 3.40 ug/L 11/01/22 13:33 11/03/22 02:26 1NDPyrene
Tentatively Identified Compound None ug/L 11/01/22 13:33 11/03/22 02:26 1
Tentatively Identified Compound Dil FacAnalyzedPreparedUnitDQualifierEst. Result CAS No.RT
2,4,6-Tribromophenol (Surr)84 30-130 11/01/22 13:33 11/03/22 02:26 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
2-Fluorobiphenyl (Surr)79 11/01/22 13:33 11/03/22 02:26 125-130
2-Fluorophenol (Surr)33 11/01/22 13:33 11/03/22 02:26 110-130
Nitrobenzene-d5 (Surr)73 11/01/22 13:33 11/03/22 02:26 115-314
Phenol-d5 (Surr)24 11/01/22 13:33 11/03/22 02:26 18-424
Terphenyl-d14 (Surr)88 11/01/22 13:33 11/03/22 02:26 135-131
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Client Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Lab Sample ID: 680-224036-1Client Sample ID: MW-1
Matrix: Ground WaterDate Collected: 10/25/22 11:00
Date Received: 10/26/22 10:30
Method: MA DEP MAVPH - Massachusetts - Volatile Petroleum Hydrocarbons (GC)
RL MDL
ND 26.0 26.0 ug/L 11/08/22 22:20 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
C5-C8 Aliphatics
7.00 7.00 ug/L 11/08/22 22:20 1NDC9-C10 Aromatics
11.0 11.0 ug/L 11/08/22 22:20 1NDC9-C12 Aliphatics
a,a,a-Trifluorotoluene (fid)86 70-130 11/08/22 22:20 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
a,a,a-Trifluorotoluene (pid)88 11/08/22 22:20 170-130
Method: MA DEP MA-EPH - Massachusetts - Extractable Petroleum Hydrocarbons (GC)
RL MDL
ND 302 302 ug/L 11/01/22 07:14 11/02/22 13:45 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
C11-C22 Aromatics
147 147 ug/L 11/01/22 07:14 11/02/22 11:32 1NDC19-C36 Aliphatics
147 147 ug/L 11/01/22 07:14 11/02/22 11:32 1NDC9-C18 Aliphatics
1-Chlorooctadecane 81 40-140 11/01/22 07:14 11/02/22 11:32 1
Surrogate Dil FacAnalyzedPreparedQualifierLimits%Recovery
2-Bromonaphthalene 47 11/01/22 07:14 11/02/22 13:45 140-140
2-Fluorobiphenyl 61 11/01/22 07:14 11/02/22 13:45 140-140
o-Terphenyl 67 11/01/22 07:14 11/02/22 13:45 140-140
Method: SW846 6010D - Metals (ICP) - Total Recoverable
RL MDL
ND 10.0 1.10 ug/L 10/27/22 13:57 10/28/22 17:49 1
Analyte Dil FacAnalyzedPreparedUnitDResultQualifier
Chromium, Total
10.0 6.60 ug/L 10/27/22 13:57 10/28/22 17:49 1NDLead, Total
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: SM6200-B - Volatile Organic Compounds
Client Sample ID: Method BlankLab Sample ID: MB 400-599363/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599363
RL MDL
Acetone ND 25.0 10.0 ug/L 11/05/22 08:16 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.1301.00 ug/L 11/05/22 08:16 1Benzene
ND 0.5401.00 ug/L 11/05/22 08:16 1Bromobenzene
ND 0.2505.00 ug/L 11/05/22 08:16 1Bromoform
ND 0.9801.00 ug/L 11/05/22 08:16 1Bromomethane
ND 2.6025.0 ug/L 11/05/22 08:16 12-Butanone (MEK)
ND 0.1901.00 ug/L 11/05/22 08:16 1Carbon tetrachloride
ND 0.1501.00 ug/L 11/05/22 08:16 1Chlorobenzene
ND 0.2101.00 ug/L 11/05/22 08:16 1Chlorobromomethane
ND 0.2401.00 ug/L 11/05/22 08:16 1Chlorodibromomethane
ND 0.7601.00 ug/L 11/05/22 08:16 1Chloroethane
ND 1.001.00 ug/L 11/05/22 08:16 1Chloroform
ND 0.3201.00 ug/L 11/05/22 08:16 1Chloromethane
ND 0.5701.00 ug/L 11/05/22 08:16 12-Chlorotoluene
ND 0.5601.00 ug/L 11/05/22 08:16 14-Chlorotoluene
ND 0.2001.00 ug/L 11/05/22 08:16 1cis-1,2-Dichloroethene
ND 0.5005.00 ug/L 11/05/22 08:16 1cis-1,3-Dichloropropene
ND 0.2205.00 ug/L 11/05/22 08:16 1Dibromomethane
ND 0.5001.00 ug/L 11/05/22 08:16 11,2-Dichlorobenzene
ND 0.5401.00 ug/L 11/05/22 08:16 11,3-Dichlorobenzene
ND 0.6401.00 ug/L 11/05/22 08:16 11,4-Dichlorobenzene
ND 0.5001.00 ug/L 11/05/22 08:16 1Dichlorobromomethane
ND 0.8501.00 ug/L 11/05/22 08:16 1Dichlorodifluoromethane
ND 0.5001.00 ug/L 11/05/22 08:16 11,1-Dichloroethane
ND 0.1901.00 ug/L 11/05/22 08:16 11,2-Dichloroethane
ND 0.5001.00 ug/L 11/05/22 08:16 11,1-Dichloroethene
ND 0.5001.00 ug/L 11/05/22 08:16 11,2-Dichloropropane
ND 0.5001.00 ug/L 11/05/22 08:16 11,3-Dichloropropane
ND 0.5001.00 ug/L 11/05/22 08:16 12,2-Dichloropropane
ND 0.5001.00 ug/L 11/05/22 08:16 11,1-Dichloropropene
ND 12.020.0 ug/L 11/05/22 08:16 13,3-Dimethyl-1-butanol
ND 24.0100 ug/L 11/05/22 08:16 1Ethanol
ND 0.5001.00 ug/L 11/05/22 08:16 1Ethylbenzene
ND 0.2301.00 ug/L 11/05/22 08:16 1Ethylene Dibromide
ND 1.4025.0 ug/L 11/05/22 08:16 12-Hexanone
ND 0.5301.00 ug/L 11/05/22 08:16 1Isopropylbenzene
ND 0.2001.00 ug/L 11/05/22 08:16 1Isopropyl ether
ND 0.7101.00 ug/L 11/05/22 08:16 14-Isopropyltoluene
ND 3.005.00 ug/L 11/05/22 08:16 1Methylene Chloride
ND 1.8025.0 ug/L 11/05/22 08:16 14-Methyl-2-pentanone (MIBK)
ND 0.2201.00 ug/L 11/05/22 08:16 1Methyl tert-butyl ether
ND 0.6305.00 ug/L 11/05/22 08:16 1m-Xylene & p-Xylene
ND 3.005.00 ug/L 11/05/22 08:16 1Naphthalene
ND 0.7601.00 ug/L 11/05/22 08:16 1n-Butylbenzene
ND 0.6901.00 ug/L 11/05/22 08:16 1N-Propylbenzene
ND 0.6005.00 ug/L 11/05/22 08:16 1o-Xylene
ND 0.7001.00 ug/L 11/05/22 08:16 1sec-Butylbenzene
ND 1.001.00 ug/L 11/05/22 08:16 1Styrene
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-599363/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599363
RL MDL
t-Amyl alcohol ND 10.0 4.50 ug/L 11/05/22 08:16 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 0.2301.00 ug/L 11/05/22 08:16 1Tert-amyl methyl ether
ND 0.6301.00 ug/L 11/05/22 08:16 1tert-Butylbenzene
ND 0.2801.00 ug/L 11/05/22 08:16 1Tert-butyl ethyl ether
ND 2.4010.0 ug/L 11/05/22 08:16 1tert-Butyl Formate
ND 0.1601.00 ug/L 11/05/22 08:16 11,1,1,2-Tetrachloroethane
ND 0.5001.00 ug/L 11/05/22 08:16 11,1,2,2-Tetrachloroethane
ND 0.9001.00 ug/L 11/05/22 08:16 1Tetrachloroethene
ND 0.4101.00 ug/L 11/05/22 08:16 1Toluene
ND 0.5001.00 ug/L 11/05/22 08:16 1trans-1,2-Dichloroethene
ND 0.2005.00 ug/L 11/05/22 08:16 1trans-1,3-Dichloropropene
ND 0.9001.00 ug/L 11/05/22 08:16 11,2,3-Trichlorobenzene
ND 0.8201.00 ug/L 11/05/22 08:16 11,2,4-Trichlorobenzene
ND 0.1801.00 ug/L 11/05/22 08:16 11,1,1-Trichloroethane
ND 0.2105.00 ug/L 11/05/22 08:16 11,1,2-Trichloroethane
ND 0.1501.00 ug/L 11/05/22 08:16 1Trichloroethene
ND 0.5201.00 ug/L 11/05/22 08:16 1Trichlorofluoromethane
ND 0.8405.00 ug/L 11/05/22 08:16 11,2,3-Trichloropropane
ND 0.8201.00 ug/L 11/05/22 08:16 11,2,4-Trimethylbenzene
ND 0.5601.00 ug/L 11/05/22 08:16 11,3,5-Trimethylbenzene
ND 0.93025.0 ug/L 11/05/22 08:16 1Vinyl acetate
ND 0.5001.00 ug/L 11/05/22 08:16 1Vinyl chloride
4-Bromofluorobenzene 101 72-119 11/05/22 08:16 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
91 11/05/22 08:16 1Dibromofluoromethane75-126
99 11/05/22 08:16 1Toluene-d8 (Surr)64-132
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-599363/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599363
Acetone 200 241.6 ug/L 121 43-160
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Benzene 50.0 44.90 ug/L 90 70-130
Bromobenzene 50.0 49.79 ug/L 100 70-132
Bromoform 50.0 46.95 ug/L 94 57-140
Bromomethane 50.0 46.07 ug/L 92 10-160
2-Butanone (MEK)200 205.7 ug/L 103 61-145
Carbon tetrachloride 50.0 46.18 ug/L 92 61-137
Chlorobenzene 50.0 49.92 ug/L 100 70-130
Chlorobromomethane 50.0 45.71 ug/L 91 70-130
Chlorodibromomethane 50.0 46.46 ug/L 93 67-135
Chloroethane 50.0 43.06 ug/L 86 55-141
Chloroform 50.0 43.68 ug/L 87 69-130
Chloromethane 50.0 59.92 ug/L 120 58-137
2-Chlorotoluene 50.0 50.43 ug/L 101 70-130
4-Chlorotoluene 50.0 51.36 ug/L 103 70-130
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-599363/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599363
cis-1,2-Dichloroethene 50.0 49.30 ug/L 99 68-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
cis-1,3-Dichloropropene 50.0 45.72 ug/L 91 69-132
Dibromomethane 50.0 42.76 ug/L 86 70-130
1,2-Dichlorobenzene 50.0 48.82 ug/L 98 67-130
1,3-Dichlorobenzene 50.0 51.43 ug/L 103 70-130
1,4-Dichlorobenzene 50.0 49.66 ug/L 99 70-130
Dichlorobromomethane 50.0 43.34 ug/L 87 67-133
Dichlorodifluoromethane 50.0 41.70 ug/L 83 41-146
1,1-Dichloroethane 50.0 50.66 ug/L 101 70-130
1,2-Dichloroethane 50.0 43.04 ug/L 86 69-130
1,1-Dichloroethene 50.0 45.37 ug/L 91 63-134
1,2-Dichloropropane 50.0 48.95 ug/L 98 70-130
1,3-Dichloropropane 50.0 47.47 ug/L 95 70-130
2,2-Dichloropropane 50.0 51.34 ug/L 103 52-135
1,1-Dichloropropene 50.0 45.25 ug/L 90 70-130
3,3-Dimethyl-1-butanol 250 265.0 ug/L 106 38-144
Ethanol 2000 2004 ug/L 100 20-160
Ethylbenzene 50.0 51.53 ug/L 103 70-130
Ethylene Dibromide 50.0 46.45 ug/L 93 70-130
2-Hexanone 200 214.0 ug/L 107 65-137
Isopropylbenzene 50.0 51.91 ug/L 104 70-130
Isopropyl ether 50.0 48.89 ug/L 98 64-132
4-Isopropyltoluene 50.0 54.72 ug/L 109 65-130
Methylene Chloride 50.0 44.65 ug/L 89 66-135
4-Methyl-2-pentanone (MIBK)200 202.0 ug/L 101 69-138
Methyl tert-butyl ether 50.0 43.12 ug/L 86 66-130
m-Xylene & p-Xylene 50.0 50.76 ug/L 102 70-130
Naphthalene 50.0 59.57 ug/L 119 47-149
n-Butylbenzene 50.0 54.96 ug/L 110 67-130
N-Propylbenzene 50.0 54.20 ug/L 108 70-130
o-Xylene 50.0 50.33 ug/L 101 70-130
sec-Butylbenzene 50.0 53.83 ug/L 108 66-130
Styrene 50.0 48.54 ug/L 97 70-130
t-Amyl alcohol 500 504.5 ug/L 101 38-139
Tert-amyl methyl ether 50.0 43.98 ug/L 88 52-132
tert-Butylbenzene 50.0 50.83 ug/L 102 64-139
Tert-butyl ethyl ether 50.0 45.64 ug/L 91 55-133
tert-Butyl Formate 250 232.0 ug/L 93 10-160
1,1,1,2-Tetrachloroethane 50.0 48.34 ug/L 97 67-131
1,1,2,2-Tetrachloroethane 50.0 47.96 ug/L 96 70-131
Tetrachloroethene 50.0 50.04 ug/L 100 65-130
Toluene 50.0 49.45 ug/L 99 70-130
trans-1,2-Dichloroethene 50.0 45.44 ug/L 91 70-130
trans-1,3-Dichloropropene 50.0 46.17 ug/L 92 63-130
1,2,3-Trichlorobenzene 50.0 54.39 ug/L 109 60-138
1,2,4-Trichlorobenzene 50.0 54.69 ug/L 109 60-140
1,1,1-Trichloroethane 50.0 44.73 ug/L 89 68-130
1,1,2-Trichloroethane 50.0 46.59 ug/L 93 70-130
Trichloroethene 50.0 47.44 ug/L 95 70-130
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: SM6200-B - Volatile Organic Compounds (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-599363/1002
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599363
Trichlorofluoromethane 50.0 55.65 ug/L 111 65-138
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,2,3-Trichloropropane 50.0 48.30 ug/L 97 70-130
1,2,4-Trimethylbenzene 50.0 53.48 ug/L 107 70-130
1,3,5-Trimethylbenzene 50.0 53.11 ug/L 106 69-130
Vinyl acetate 100 98.81 ug/L 99 26-160
Vinyl chloride 50.0 49.60 ug/L 99 59-136
4-Bromofluorobenzene 72 -119
Surrogate
98
LCS LCS
Qualifier Limits%Recovery
90Dibromofluoromethane 75 -126
102Toluene-d8 (Surr)64 -132
Method: 625.1 - Semivolatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 680-748153/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 748486 Prep Batch: 748153
RL MDL
1,2,4-Trichlorobenzene ND 10.0 3.40 ug/L 11/01/22 13:33 11/02/22 19:16 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 2.5010.0 ug/L 11/01/22 13:33 11/02/22 19:16 11,2-Dichlorobenzene
ND 3.7010.0 ug/L 11/01/22 13:33 11/02/22 19:16 11,2-Diphenylhydrazine
ND 2.9010.0 ug/L 11/01/22 13:33 11/02/22 19:16 11,3-Dichlorobenzene
ND 3.3010.0 ug/L 11/01/22 13:33 11/02/22 19:16 11,4-Dichlorobenzene
ND 2.2010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12,4,6-Trichlorophenol
ND 3.7010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12,4-Dichlorophenol
ND 3.0010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12,4-Dimethylphenol
ND 16.050.0 ug/L 11/01/22 13:33 11/02/22 19:16 12,4-Dinitrophenol
ND 2.3010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12,4-Dinitrotoluene
ND 2.8010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12,6-Dinitrotoluene
ND 4.8010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12-Chloronaphthalene
ND 3.2010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12-Chlorophenol
ND 3.9010.0 ug/L 11/01/22 13:33 11/02/22 19:16 12-Nitrophenol
ND 10.060.0 ug/L 11/01/22 13:33 11/02/22 19:16 13,3'-Dichlorobenzidine
ND 5.3050.0 ug/L 11/01/22 13:33 11/02/22 19:16 14,6-Dinitro-2-methylphenol
ND 4.7010.0 ug/L 11/01/22 13:33 11/02/22 19:16 14-Bromophenyl phenyl ether
ND 2.5010.0 ug/L 11/01/22 13:33 11/02/22 19:16 14-Chloro-3-methylphenol
ND 5.3010.0 ug/L 11/01/22 13:33 11/02/22 19:16 14-Chlorophenyl phenyl ether
ND 8.1050.0 ug/L 11/01/22 13:33 11/02/22 19:16 14-Nitrophenol
ND 4.4010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Acenaphthene
ND 3.6010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Acenaphthylene
ND 3.6010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Anthracene
ND 25.080.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Benzidine
ND 4.2010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Benzo[a]anthracene
ND 2.8010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Benzo[a]pyrene
ND 3.1010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Benzo[b]fluoranthene
ND 3.0010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Benzo[g,h,i]perylene
ND 2.9010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Benzo[k]fluoranthene
ND 3.1010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1bis (2-chloroisopropyl) ether
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 680-748153/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 748486 Prep Batch: 748153
RL MDL
Bis(2-chloroethoxy)methane ND 10.0 1.80 ug/L 11/01/22 13:33 11/02/22 19:16 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 3.6010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Bis(2-chloroethyl)ether
ND 3.0010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Bis(2-ethylhexyl) phthalate
ND 2.8010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Butyl benzyl phthalate
ND 3.8010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Chrysene
ND 3.0010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Dibenz(a,h)anthracene
ND 2.2010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Diethyl phthalate
ND 2.1010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Dimethyl phthalate
ND 2.3010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Di-n-butyl phthalate
ND 2.8010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Di-n-octyl phthalate
ND 1.6010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Fluoranthene
ND 3.4010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Fluorene
ND 1.6010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Hexachlorobenzene
ND 4.0010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Hexachlorobutadiene
ND 3.5010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Hexachlorocyclopentadiene
ND 3.6010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Hexachloroethane
ND 4.3010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Indeno[1,2,3-cd]pyrene
ND 2.0010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Isophorone
ND 3.5010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Naphthalene
ND 3.5010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Nitrobenzene
ND 2.1010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1N-Nitrosodimethylamine
ND 2.4010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1N-Nitrosodi-n-propylamine
ND 2.9010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1N-Nitrosodiphenylamine
ND 9.9050.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Pentachlorophenol
ND 4.3010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Phenanthrene
ND 1.5010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Phenol
ND 3.7010.0 ug/L 11/01/22 13:33 11/02/22 19:16 1Pyrene
4,4'-DDD NC ug/L 72-54-8 11/01/22 13:33 11/02/22 19:16 1
MB MB
Tentatively Identified Compound Dil FacPreparedAnalyzedDUnitQualifierEst. Result RT CAS No.
11/01/22 13:33 11/02/22 19:16 1NCug/L 72-55-94,4'-DDE
11/01/22 13:33 11/02/22 19:16 1NCug/L 50-29-34,4'-DDT
11/01/22 13:33 11/02/22 19:16 1NCug/L 92-87-5Benzidine_T
11/01/22 13:33 11/02/22 19:16 1NCug/L 87-86-5Pentachlorophenol_T
11/01/22 13:33 11/02/22 19:16 1Noneug/LTentatively Identified Compound
2,4,6-Tribromophenol (Surr)79 30-130 11/02/22 19:16 1
MB MB
Surrogate
11/01/22 13:33
Dil FacPreparedAnalyzedQualifierLimits%Recovery
73 11/01/22 13:33 11/02/22 19:16 12-Fluorobiphenyl (Surr)25-130
33 11/01/22 13:33 11/02/22 19:16 12-Fluorophenol (Surr)10-130
71 11/01/22 13:33 11/02/22 19:16 1Nitrobenzene-d5 (Surr)15-314
24 11/01/22 13:33 11/02/22 19:16 1Phenol-d5 (Surr)8-424
92 11/01/22 13:33 11/02/22 19:16 1Terphenyl-d14 (Surr)35-131
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 680-748153/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 748486 Prep Batch: 748153
1,2,4-Trichlorobenzene 200 134.7 ug/L 67 44-142
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
1,2-Dichlorobenzene 200 121.3 ug/L 61 13-130
1,2-Diphenylhydrazine 200 158.8 ug/L 79 38-130
1,3-Dichlorobenzene 200 121.5 ug/L 61 12-130
1,4-Dichlorobenzene 200 119.8 ug/L 60 13-130
2,4,6-Trichlorophenol 200 151.4 ug/L 76 37-144
2,4-Dichlorophenol 200 135.0 ug/L 68 39-135
2,4-Dimethylphenol 200 128.6 ug/L 64 32-120
2,4-Dinitrophenol 400 377.6 ug/L 94 1-191
2,4-Dinitrotoluene 200 161.7 ug/L 81 39-139
2,6-Dinitrotoluene 200 154.8 ug/L 77 50-158
2-Chloronaphthalene 200 143.8 ug/L 72 60-120
2-Chlorophenol 200 112.2 ug/L 56 23-134
2-Nitrophenol 200 138.1 ug/L 69 29-182
3,3'-Dichlorobenzidine 200 212.7 ug/L 106 1-262
4,6-Dinitro-2-methylphenol 400 404.8 ug/L 101 1-181
4-Bromophenyl phenyl ether 200 160.5 ug/L 80 53-127
4-Chloro-3-methylphenol 200 138.8 ug/L 69 22-147
4-Chlorophenyl phenyl ether 200 152.1 ug/L 76 25-158
4-Nitrophenol 400 120.3 ug/L 30 1-132
Acenaphthene 200 132.6 ug/L 66 47-145
Acenaphthylene 200 153.0 ug/L 76 33-145
Anthracene 200 158.4 ug/L 79 27-133
Benzidine 200 76.92 J ug/L 38 1-122
Benzo[a]anthracene 200 168.4 ug/L 84 33-143
Benzo[a]pyrene 200 169.5 ug/L 85 17-163
Benzo[b]fluoranthene 200 173.3 ug/L 87 24-159
Benzo[g,h,i]perylene 200 166.4 ug/L 83 1-219
Benzo[k]fluoranthene 200 167.3 ug/L 84 11-162
bis (2-chloroisopropyl) ether 200 129.5 ug/L 65 30-104
Bis(2-chloroethoxy)methane 200 140.2 ug/L 70 33-184
Bis(2-chloroethyl)ether 200 129.6 ug/L 65 12-158
Bis(2-ethylhexyl) phthalate 200 178.1 ug/L 89 8-158
Butyl benzyl phthalate 200 175.7 ug/L 88 1-152
Chrysene 200 166.4 ug/L 83 17-168
Dibenz(a,h)anthracene 200 168.6 ug/L 84 1-227
Diethyl phthalate 200 160.6 ug/L 80 1-120
Dimethyl phthalate 200 155.7 ug/L 78 1-120
Di-n-butyl phthalate 200 168.1 ug/L 84 1-120
Di-n-octyl phthalate 200 171.7 ug/L 86 4-146
Fluoranthene 200 158.2 ug/L 79 26-137
Fluorene 200 149.4 ug/L 75 59-121
Hexachlorobenzene 200 163.4 ug/L 82 1-152
Hexachlorobutadiene 200 127.4 ug/L 64 24-120
Hexachlorocyclopentadiene 200 142.4 ug/L 71 15-130
Hexachloroethane 200 123.8 ug/L 62 40-120
Indeno[1,2,3-cd]pyrene 200 175.1 ug/L 88 1-171
Isophorone 200 149.2 ug/L 75 21-196
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 680-748153/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 748486 Prep Batch: 748153
Naphthalene 200 133.3 ug/L 67 21-133
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Nitrobenzene 200 133.8 ug/L 67 35-180
N-Nitrosodimethylamine 200 89.15 ug/L 45 15-130
N-Nitrosodi-n-propylamine 200 144.2 ug/L 72 1-230
N-Nitrosodiphenylamine 200 157.8 ug/L 79 35-130
Pentachlorophenol 400 393.4 ug/L 98 14-176
Phenanthrene 200 157.7 ug/L 79 54-120
Phenol 200 44.43 ug/L 22 5-120
Pyrene 200 169.0 ug/L 85 52-120
2,4,6-Tribromophenol (Surr)30 -130
Surrogate
76
LCS LCS
Qualifier Limits%Recovery
692-Fluorobiphenyl (Surr)25 -130
302-Fluorophenol (Surr)10 -130
66Nitrobenzene-d5 (Surr)15 -314
23Phenol-d5 (Surr)8 -424
83Terphenyl-d14 (Surr)35 -131
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 680-748153/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 748486 Prep Batch: 748153
1,2,4-Trichlorobenzene 200 144.2 ug/L 72 44-142 7 50
Analyte
LCSD LCSD
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
1,2-Dichlorobenzene 200 128.0 ug/L 64 13-130 5 46
1,2-Diphenylhydrazine 200 175.4 ug/L 88 38-130 10 41
1,3-Dichlorobenzene 200 124.5 ug/L 62 12-130 2 49
1,4-Dichlorobenzene 200 125.1 ug/L 63 13-130 4 46
2,4,6-Trichlorophenol 200 169.6 ug/L 85 37-144 11 58
2,4-Dichlorophenol 200 141.1 ug/L 71 39-135 4 50
2,4-Dimethylphenol 200 135.7 ug/L 68 32-120 5 58
2,4-Dinitrophenol 400 432.4 ug/L 108 1-191 14 132
2,4-Dinitrotoluene 200 183.7 ug/L 92 39-139 13 42
2,6-Dinitrotoluene 200 172.2 ug/L 86 50-158 11 53
2-Chloronaphthalene 200 157.5 ug/L 79 60-120 9 24
2-Chlorophenol 200 119.3 ug/L 60 23-134 6 61
2-Nitrophenol 200 144.0 ug/L 72 29-182 4 55
3,3'-Dichlorobenzidine 200 284.6 ug/L 142 1-262 29 108
4,6-Dinitro-2-methylphenol 400 447.2 ug/L 112 1-181 10 203
4-Bromophenyl phenyl ether 200 178.1 ug/L 89 53-127 10 43
4-Chloro-3-methylphenol 200 149.9 ug/L 75 22-147 8 73
4-Chlorophenyl phenyl ether 200 171.0 ug/L 86 25-158 12 61
4-Nitrophenol 400 132.8 ug/L 33 1-132 10 131
Acenaphthene 200 147.8 ug/L 74 47-145 11 48
Acenaphthylene 200 170.0 ug/L 85 33-145 11 74
Anthracene 200 176.3 ug/L 88 27-133 11 66
Benzidine 200 220.1 ug/L 110 1-122 96 131
Benzo[a]anthracene 200 186.6 ug/L 93 33-143 10 53
Eurofins Savannah
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: 625.1 - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 680-748153/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 748486 Prep Batch: 748153
Benzo[a]pyrene 200 187.5 ug/L 94 17-163 10 72
Analyte
LCSD LCSD
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Benzo[b]fluoranthene 200 182.9 ug/L 91 24-159 5 71
Benzo[g,h,i]perylene 200 182.7 ug/L 91 1-219 9 97
Benzo[k]fluoranthene 200 182.5 ug/L 91 11-162 9 63
bis (2-chloroisopropyl) ether 200 133.6 ug/L 67 30-104 3 42
Bis(2-chloroethoxy)methane 200 146.4 ug/L 73 33-184 4 54
Bis(2-chloroethyl)ether 200 135.7 ug/L 68 12-158 5 108
Bis(2-ethylhexyl) phthalate 200 193.6 ug/L 97 8-158 8 82
Butyl benzyl phthalate 200 189.6 ug/L 95 1-152 8 60
Chrysene 200 183.7 ug/L 92 17-168 10 87
Dibenz(a,h)anthracene 200 185.2 ug/L 93 1-227 9 126
Diethyl phthalate 200 183.0 ug/L 91 1-120 13 100
Dimethyl phthalate 200 177.6 ug/L 89 1-120 13 183
Di-n-butyl phthalate 200 186.1 ug/L 93 1-120 10 47
Di-n-octyl phthalate 200 189.6 ug/L 95 4-146 10 69
Fluoranthene 200 174.5 ug/L 87 26-137 10 66
Fluorene 200 170.9 ug/L 85 59-121 13 38
Hexachlorobenzene 200 179.4 ug/L 90 1-152 9 55
Hexachlorobutadiene 200 138.1 ug/L 69 24-120 8 62
Hexachlorocyclopentadiene 200 153.4 ug/L 77 15-130 7 47
Hexachloroethane 200 125.0 ug/L 63 40-120 1 52
Indeno[1,2,3-cd]pyrene 200 193.3 ug/L 97 1-171 10 99
Isophorone 200 159.9 ug/L 80 21-196 7 93
Naphthalene 200 139.9 ug/L 70 21-133 5 65
Nitrobenzene 200 142.2 ug/L 71 35-180 6 62
N-Nitrosodimethylamine 200 87.48 ug/L 44 15-130 2 50
N-Nitrosodi-n-propylamine 200 151.3 ug/L 76 1-230 5 87
N-Nitrosodiphenylamine 200 172.9 ug/L 86 35-130 9 39
Pentachlorophenol 400 438.4 ug/L 110 14-176 11 86
Phenanthrene 200 174.6 ug/L 87 54-120 10 39
Phenol 200 50.45 ug/L 25 5-120 13 64
Pyrene 200 182.4 ug/L 91 52-120 8 49
2,4,6-Tribromophenol (Surr)30 -130
Surrogate
85
LCSD LCSD
Qualifier Limits%Recovery
752-Fluorobiphenyl (Surr)25 -130
322-Fluorophenol (Surr)10 -130
71Nitrobenzene-d5 (Surr)15 -314
24Phenol-d5 (Surr)8 -424
89Terphenyl-d14 (Surr)35 -131
Method: MAVPH - Massachusetts - Volatile Petroleum Hydrocarbons (GC)
Client Sample ID: Method BlankLab Sample ID: MB 400-599740/5
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599740
RL MDL
C5-C8 Aliphatics ND 26.0 26.0 ug/L 11/08/22 16:58 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
Eurofins Savannah
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: MAVPH - Massachusetts - Volatile Petroleum Hydrocarbons (GC) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-599740/5
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599740
RL MDL
C9-C10 Aromatics ND 7.00 7.00 ug/L 11/08/22 16:58 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 11.011.0 ug/L 11/08/22 16:58 1C9-C12 Aliphatics
a,a,a-Trifluorotoluene (fid)87 70-130 11/08/22 16:58 1
MB MB
Surrogate Dil FacPreparedAnalyzedQualifierLimits%Recovery
89 11/08/22 16:58 1a,a,a-Trifluorotoluene (pid)70-130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-599740/3
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599740
C5-C8 Aliphatics 300 229.9 ug/L 77 70-130
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
C9-C10 Aromatics 50.0 38.62 ug/L 77 70-130
C9-C12 Aliphatics 350 271.9 ug/L 78 70-130
a,a,a-Trifluorotoluene (fid)70 -130
Surrogate
89
LCS LCS
Qualifier Limits%Recovery
87a,a,a-Trifluorotoluene (pid)70 -130
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 400-599740/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 599740
C5-C8 Aliphatics 300 226.6 ug/L 76 70-130 1 25
Analyte
LCSD LCSD
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
C9-C10 Aromatics 50.0 39.26 ug/L 79 70-130 2 25
C9-C12 Aliphatics 350 267.1 ug/L 76 70-130 2 25
a,a,a-Trifluorotoluene (fid)70 -130
Surrogate
87
LCSD LCSD
Qualifier Limits%Recovery
87a,a,a-Trifluorotoluene (pid)70 -130
Method: MA-EPH - Massachusetts - Extractable Petroleum Hydrocarbons (GC)
Client Sample ID: Method BlankLab Sample ID: MB 400-598655/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598830 Prep Batch: 598655
RL MDL
C19-C36 Aliphatics ND 150 150 ug/L 11/01/22 07:14 11/02/22 10:27 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 150150 ug/L 11/01/22 07:14 11/02/22 10:27 1C9-C18 Aliphatics
1-Chlorooctadecane 75 40-140 11/02/22 10:27 1
MB MB
Surrogate
11/01/22 07:14
Dil FacPreparedAnalyzedQualifierLimits%Recovery
Eurofins Savannah
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: MA-EPH - Massachusetts - Extractable Petroleum Hydrocarbons (GC) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 400-598655/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598833 Prep Batch: 598655
RL MDL
C11-C22 Aromatics ND 309 309 ug/L 11/01/22 07:14 11/02/22 12:38 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
2-Bromonaphthalene 60 40-140 11/02/22 12:38 1
MB MB
Surrogate
11/01/22 07:14
Dil FacPreparedAnalyzedQualifierLimits%Recovery
61 11/01/22 07:14 11/02/22 12:38 12-Fluorobiphenyl 40-140
66 11/01/22 07:14 11/02/22 12:38 1o-Terphenyl 40-140
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598655/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598830 Prep Batch: 598655
C19-C36 Aliphatics 1820 1607 ug/L 88 40-140
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
C9-C18 Aliphatics 1360 1188 ug/L 87 40-140
1-Chlorooctadecane 40 -140
Surrogate
87
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 400-598655/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598833 Prep Batch: 598655
C11-C22 Aromatics 3860 3431 ug/L 89 40-140
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
2-Bromonaphthalene 40 -140
Surrogate
50
LCS LCS
Qualifier Limits%Recovery
622-Fluorobiphenyl 40 -140
66o-Terphenyl 40 -140
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 400-598655/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598830 Prep Batch: 598655
C19-C36 Aliphatics 1820 1732 ug/L 95 40-140 8 50
Analyte
LCSD LCSD
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
C9-C18 Aliphatics 1360 1162 ug/L 85 40-140 2 50
1-Chlorooctadecane 40 -140
Surrogate
84
LCSD LCSD
Qualifier Limits%Recovery
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 400-598655/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598833 Prep Batch: 598655
C11-C22 Aromatics 3860 3923 ug/L 102 40-140 13 50
Analyte
LCSD LCSD
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits LimitRPD
RPD
Eurofins Savannah
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QC Sample Results
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method: MA-EPH - Massachusetts - Extractable Petroleum Hydrocarbons (GC) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 400-598655/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 598833 Prep Batch: 598655
2-Bromonaphthalene 40 -140
Surrogate
53
LCSD LCSD
Qualifier Limits%Recovery
652-Fluorobiphenyl 40 -140
72o-Terphenyl 40 -140
Method: 6010D - Metals (ICP)
Client Sample ID: Method BlankLab Sample ID: MB 680-747365/1-A
Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 747848 Prep Batch: 747365
RL MDL
Chromium, Total ND 10.0 1.10 ug/L 10/27/22 13:57 10/28/22 17:10 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResultQualifier
ND 6.6010.0 ug/L 10/27/22 13:57 10/28/22 17:10 1Lead, Total
Client Sample ID: Lab Control SampleLab Sample ID: LCS 680-747365/2-A
Matrix: Water Prep Type: Total Recoverable
Analysis Batch: 747848 Prep Batch: 747365
Chromium, Total 100 101.9 ug/L 102 80-120
Analyte
LCS LCS
DUnitResultQualifier %Rec
Spike
Added
%Rec
Limits
Lead, Total 505 497.6 ug/L 99 80-120
Eurofins Savannah
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QC Association Summary
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
GC/MS VOA
Analysis Batch: 599363
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water SM6200-B680-224036-1 MW-1 Total/NA
Water SM6200-BMB 400-599363/4 Method Blank Total/NA
Water SM6200-BLCS 400-599363/1002 Lab Control Sample Total/NA
GC/MS Semi VOA
Prep Batch: 748153
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water CWA_Prep680-224036-1 MW-1 Total/NA
Water CWA_PrepMB 680-748153/1-A Method Blank Total/NA
Water CWA_PrepLCS 680-748153/2-A Lab Control Sample Total/NA
Water CWA_PrepLCSD 680-748153/3-A Lab Control Sample Dup Total/NA
Analysis Batch: 748486
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water 625.1 748153680-224036-1 MW-1 Total/NA
Water 625.1 748153MB 680-748153/1-A Method Blank Total/NA
Water 625.1 748153LCS 680-748153/2-A Lab Control Sample Total/NA
Water 625.1 748153LCSD 680-748153/3-A Lab Control Sample Dup Total/NA
GC VOA
Analysis Batch: 599740
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water MAVPH680-224036-1 MW-1 Total/NA
Water MAVPHMB 400-599740/5 Method Blank Total/NA
Water MAVPHLCS 400-599740/3 Lab Control Sample Total/NA
Water MAVPHLCSD 400-599740/4 Lab Control Sample Dup Total/NA
GC Semi VOA
Prep Batch: 598655
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water 3511680-224036-1 MW-1 Total/NA
Water 3511MB 400-598655/1-A Method Blank Total/NA
Water 3511LCS 400-598655/2-A Lab Control Sample Total/NA
Water 3511LCSD 400-598655/3-A Lab Control Sample Dup Total/NA
Analysis Batch: 598830
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water MA-EPH 598655680-224036-1 MW-1 Total/NA
Water MA-EPH 598655MB 400-598655/1-A Method Blank Total/NA
Water MA-EPH 598655LCS 400-598655/2-A Lab Control Sample Total/NA
Water MA-EPH 598655LCSD 400-598655/3-A Lab Control Sample Dup Total/NA
Analysis Batch: 598833
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water MA-EPH 598655680-224036-1 MW-1 Total/NA
Water MA-EPH 598655MB 400-598655/1-A Method Blank Total/NA
Water MA-EPH 598655LCS 400-598655/2-A Lab Control Sample Total/NA
Water MA-EPH 598655LCSD 400-598655/3-A Lab Control Sample Dup Total/NA
Eurofins Savannah
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QC Association Summary
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Metals
Prep Batch: 747365
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water 3005A680-224036-1 MW-1 Total Recoverable
Water 3005AMB 680-747365/1-A Method Blank Total Recoverable
Water 3005ALCS 680-747365/2-A Lab Control Sample Total Recoverable
Analysis Batch: 747848
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Ground Water 6010D 747365680-224036-1 MW-1 Total Recoverable
Water 6010D 747365MB 680-747365/1-A Method Blank Total Recoverable
Water 6010D 747365LCS 680-747365/2-A Lab Control Sample Total Recoverable
Eurofins Savannah
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Lab Chronicle
Client: S&ME, Inc.Job ID: 680-224036-1
Project/Site: GCS Bus Garage
Client Sample ID: MW-1 Lab Sample ID: 680-224036-1
Matrix: Ground WaterDate Collected: 10/25/22 11:00
Date Received: 10/26/22 10:30
Analysis SM6200-B WPD11/05/22 16:321 EET PEN599363
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5 mL 5 mL
Instrument ID:Brutus
Prep CWA_Prep 748153 11/01/22 13:33 LA EET SAVTotal/NA 544.4 mL 1 mL
Analysis 625.1 1 748486 11/03/22 02:26 T1C EET SAVTotal/NA 1 mL 1 mL
CMSKInstrument ID:
Analysis MAVPH 1 599740 11/08/22 22:20 SAB EET PENTotal/NA 5 mL 5 mL
CH_CAROLInstrument ID:
Prep 3511 598655 11/01/22 07:14 JTC EET PENTotal/NA 56.2 mL 2 mL
Analysis MA-EPH 1 598830 11/02/22 11:32 MP EET PENTotal/NA 1 mL 1 mL
WALLEInstrument ID:
Prep 3511 598655 11/01/22 07:14 JTC EET PENTotal/NA 56.2 mL 2 mL
Analysis MA-EPH 1 598833 11/02/22 13:45 MP EET PENTotal/NA 1 mL 1 mL
WALLEInstrument ID:
Prep 3005A 747365 10/27/22 13:57 RR EET SAVTotal Recoverable 50 mL 50 mL
Analysis 6010D 1 747848 10/28/22 17:49 BJB EET SAVTotal Recoverable
ICPHInstrument ID:
Laboratory References:
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
EET SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
Eurofins Savannah
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Accreditation/Certification Summary
Client: S&ME, Inc.Job ID: 680-224036-1
Project/Site: GCS Bus Garage
Laboratory: Eurofins Savannah
The accreditations/certifications listed below are applicable to this report.
Authority Program Identification Number Expiration Date
North Carolina (WW/SW)State 269 12-31-22
Laboratory: Eurofins Pensacola
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority Program Identification Number Expiration Date
Alabama State 40150 06-30-23
ANAB ISO/IEC 17025 L2471 02-23-23
Arkansas DEQ State 88-0689 09-01-23
California State 2510 06-30-23
Florida NELAP E81010 06-30-23
Georgia State E81010(FL)06-30-23
Illinois NELAP 200041 10-09-23
Kansas NELAP E-10253 10-31-23
Kentucky (UST)State 53 06-30-23
Kentucky (WW)State KY98030 12-31-22
Louisiana (All)NELAP 30976 06-30-23
Louisiana (DW)State LA017 12-31-22
Maryland State 233 09-30-23
Michigan State 9912 06-30-23
North Carolina (WW/SW)State 314 12-31-22
Oklahoma NELAP 9810 08-31-23
Pennsylvania NELAP 68-00467 01-31-23
South Carolina State 96026 06-30-23
Tennessee State TN02907 06-30-23
Texas NELAP T104704286 09-30-23
US Fish & Wildlife US Federal Programs A22340 06-30-23
USDA US Federal Programs P330-21-00056 05-17-24
Virginia NELAP 460166 06-14-23
West Virginia DEP State 136 03-31-23
Eurofins Savannah
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Method Summary
Job ID: 680-224036-1Client: S&ME, Inc.
Project/Site: GCS Bus Garage
Method Method Description LaboratoryProtocol
SMSM6200-B Volatile Organic Compounds EET PEN
40CFR136A625.1 Semivolatile Organic Compounds (GC/MS)EET SAV
MA DEPMAVPHMassachusetts - Volatile Petroleum Hydrocarbons (GC)EET PEN
MA DEPMA-EPH Massachusetts - Extractable Petroleum Hydrocarbons (GC)EET PEN
SW8466010DMetals (ICP)EET SAV
SW8463005APreparation, Total Recoverable or Dissolved Metals EET SAV
SW8463511Microextraction of Organic Compounds EET PEN
SW8465030BPurge and Trap EET PEN
40CFR136ACWA_Prep Liquid-Liquid Extraction (Separatory Funnel)EET SAV
Protocol References:
40CFR136A = "Methods for Organic Chemical Analysis of Municipal Industrial Wastewater", 40CFR, Part 136, Appendix A, October 26, 1984 and
subsequent revisions.
MA DEP = Massachusetts Department Of Environmental Protection
SM = "Standard Methods For The Examination Of Water And Wastewater"
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
EET SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
Eurofins Savannah
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Login Sample Receipt Checklist
Client: S&ME, Inc.Job Number: 680-224036-1
Login Number: 224036
Question Answer Comment
Creator: Harley, Tynisha
List Source: Eurofins Savannah
List Number: 1
N/ARadioactivity wasn't checked or is </= background as measured by a survey
meter.
TrueThe cooler's custody seal, if present, is intact.
TrueSample custody seals, if present, are intact.
TrueThe cooler or samples do not appear to have been compromised or
tampered with.
TrueSamples were received on ice.
TrueCooler Temperature is acceptable.
TrueCooler Temperature is recorded.
TrueCOC is present.
TrueCOC is filled out in ink and legible.
TrueCOC is filled out with all pertinent information.
TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.
TrueSamples are received within Holding Time (excluding tests with immediate
HTs)
TrueSample containers have legible labels.
TrueContainers are not broken or leaking.
TrueSample collection date/times are provided.
TrueAppropriate sample containers are used.
TrueSample bottles are completely filled.
TrueSample Preservation Verified.
TrueThere is sufficient vol. for all requested analyses, incl. any requested
MS/MSDs
TrueContainers requiring zero headspace have no headspace or bubble is
<6mm (1/4").
TrueMultiphasic samples are not present.
TrueSamples do not require splitting or compositing.
N/AResidual Chlorine Checked.
Eurofins Savannah
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Login Sample Receipt Checklist
Client: S&ME, Inc.Job Number: 680-224036-1
Login Number: 224036
Question Answer Comment
Creator: Perez, Trina M
List Source: Eurofins Pensacola
List Creation: 10/31/22 10:40 AMList Number: 2
N/ARadioactivity wasn't checked or is </= background as measured by a survey
meter.
TrueThe cooler's custody seal, if present, is intact.
N/ASample custody seals, if present, are intact.
TrueThe cooler or samples do not appear to have been compromised or
tampered with.
TrueSamples were received on ice.
TrueCooler Temperature is acceptable.
TrueCooler Temperature is recorded.0.0°C IR-9
TrueCOC is present.
TrueCOC is filled out in ink and legible.
TrueCOC is filled out with all pertinent information.
TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.
TrueSamples are received within Holding Time (excluding tests with immediate
HTs)
TrueSample containers have legible labels.
TrueContainers are not broken or leaking.
TrueSample collection date/times are provided.
TrueAppropriate sample containers are used.
TrueSample bottles are completely filled.
N/ASample Preservation Verified.
TrueThere is sufficient vol. for all requested analyses, incl. any requested
MS/MSDs
N/AContainers requiring zero headspace have no headspace or bubble is
<6mm (1/4").
TrueMultiphasic samples are not present.
TrueSamples do not require splitting or compositing.
FalseResidual Chlorine Checked.
Eurofins Savannah
Page 27 of 27 11/14/2022
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