FA-1307_29002_CA_LTRRPT_20230515

CES of NC, PLLC 1701 Shenandoah Avenue, NW
Roanoke, Virginia 24017
540.343.6256 [office] 540.343.6259 [facsimile]

May 15, 2023 Mr. Mike Haseltine North Carolina Department of Environmental Quality Division of Waste Management Underground Storage Tank Section
Wilmington Regional Office 127 Cardinal Drive Extension Wilmington, North Carolina 28405
RE: LETTER REPORT GPM 3010 10283 SOUTH WR LATHAN STREET CLARKTON, BLADEN COUNTY, NORTH CAROLINA INCIDENT NO. 29002 Dear Mr. Haseltine:

On behalf of the responsible party GPM Southeast, LLC, CES of NC, PLLC (CES) is pleased to present
the results of the smear zone / soil assessment provided as part of Pre-Approval Task Authorization 29002-
33. The soil assessment activities were conducted in January of 2023 and included the installation of 16
soil borings (SB-1 through SB-16) and the collection of soil samples from each soil boring for laboratory
analysis. Soil boring locations are presented on Figure 1.

CES contracted Bridger Drilling to install the 16 soil borings at the subject property. Borings were advanced
to between 14-feet to 20-feet below ground surface (bgs). Soil borings were installed using direct push
techniques to collect soil samples representative of subsurface conditions. Contact downhole drilling
equipment (hollow-stem augers, drill rods) was decontaminated prior to drilling using a steam cleaner with
a design discharge of 180oF. Sampling equipment was decontaminated between each sample interval using
a phosphate-free detergent solution and water rinse. Disposable nitrile gloves were properly used during all
phases of sample collection.

The soil samples were collected for visual inspection, lithologic characterization, and headspace screening
for the presence of volatile organic compound (VOC) vapors typically associated with petroleum fuels.
Portions of each soil sample recovered were retained in plastic Zip-LocTM bags for headspace analysis.
Sample temperature was allowed to equilibrate for a period of approximately 15 minutes at a minimum
temperature of 68oF prior to screening. Headspace screening was performed using a RaeSystems
photoionization detector (PID) calibrated to 100 parts per million by Volume (ppmV) isobutylene standard.
This instrument detects VOC vapors within a range of 0.1 ppmV to 5,000 ppmV. Headspace analysis
involved the insertion of the sample probe portion of the PID into the equilibrated sample bag. The
maximum reading obtained upon insertion of the probe was recorded for each sample.
GPM 3010 CLARKTON, NORTH CAROLINA INCIDENT #29002
Two (2) soil samples from each soil boring were retained for laboratory analysis; one (1) soil sample from
the interval with the highest PID reading from the unsaturated zone, and one (1) soil sample from the
interval with the highest PID reading from the saturated zone. Headspace readings are included on the
boring logs which are included as attachments to this report, along with a soil boring locations map.

Samples to be retained for laboratory analysis were placed into laboratory-supplied containers pre-filled
with appropriate preservatives and labeled with indelible ink. Following collection, samples were
immediately placed on ice in laboratory-supplied coolers pending transportation to Rapid Environmental
Diagnostics Laboratories, LLC (RED LAB) located in Wilmington, NC for chemical analysis. The samples
were analyzed by ultraviolet fluorescence.

Upon review of the laboratory analytical report, 12 of the 32 samples contained exceedances to the NCDEQ
Action Levels. The NCDEQ Action Level for gasoline range organics (GRO) of 50 mg/kg was exceeded
at; SB-2W (1115 mg/kg), SB-3D (218.1 mg/kg), SB-4D (1076 mg/kg), SB-4W (127.5 mg/kg), SB-5D
(229.7 mg/kg), SB-6D (336.7 mg/kg), SB-7W (113.2 mg/kg), SB-8D (72.8 mg/kg), SB-9D (1563 mg/kg),
SB-9W (73 mg/kg), SB-10D (901.7 mg/kg), and SB-10W (2813 mg/kg). The NCDEQ Action Level for
diesel range organics (DRO) of 100 mg/kg was exceeded at; SB-2W (1129 mg/kg), SB-3D (213.3 mg/kg),
SB-4D (1485 mg/kg), SB-4W (139.6 mg/kg), SB-6D (333.9 mg/kg), SB-7W (132.1 mg/kg), SB-8D (112
mg/kg), SB-9D (1644 mg/kg), SB-10D (1285 mg/kg), and SB-10W (3448 mg/kg). Soil analytical results
are presented in Table 1 and on Figure 2.

Results of hydrocarbon fingerprint matching identified degraded kerosene in 11 samples; SB-2 W, SB-4 D,
SB-4 W, SB-7 W, SB-8 D, SB-8W, SB-9 D, SB-9 W, SB-10 D, and SB-10W. Degraded gasoline was
identified in the samples from SB-15 D and SB-16 D, and undegraded gasoline was identified in the sample
from SB-7 D. Road tar was identified at SB-1 D, degraded fuel was identified at SB-5 W, and residual
hydrocarbon was identified at SB-1 W and SB-14 W. Results from the remaining samples were either ‘no
match found’ or petroleum hydrocarbons were not detected.

A site map, a table summarizing the analytical results, the laboratory analytical reports and chain of custody
documentation, and soil boring logs are included as attachments to this report.

If you have any questions, please contact me at [phone].

Sincerely,
CES of NC, PLLC

Daniel J. Fisher, PMP Director of Mid-Atlantic Operations

GPM 3010
CLARKTON, NORTH CAROLINA
INCIDENT #29002

Reviewed by:

Rachel A. Raines, PG
Licensed Geologist
North Carolina Seal No. 2739

CC: Mr. Rolfe Lann, GPM Southeast, LLC

Attachments: Figure 1: Soil Boring Locations
Figure 2: Soil Boring Analytical Results
Table 1: Summary of Ultraviolet Fluorescence Soil Analytical Data
Laboratory Analytical Report and Chain of Custody Documentation
Soil Boring Logs

GPM 3010 CLARKTON, NORTH CAROLINA INCIDENT #29002

Attachment A:
Figures

MW-19MW-12MW-13MW-5MW-4MW-6DW-1MW-11MW-17MW-14MW-10MW-18MW-20MW-16MW-15MW-24MW-XMW-X4MW-X2MW-X3FP-13MW-27FP-16MW-26MW-25GPM 3010(Scotchman #10)FP-5South W.
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W Green StreetEX-4EX-5EX-6EX-7EX-9EX-10EX-8EX-12EX-3EX-2EX-11MW-21MW-22CLIENT:LOCATION:025'50'100'1 inch equals 50 feetGPM #3010 (Scotchman #10)Soil Boring Locations2023 Smear Zone Letter ReportFigure 110283 South W.R. Lathan StreetClarkton, North CarolinaGPM Southeast, LLCLegendSB-12SB-11SB-10SB-9SB-6SB-5SB-4SB-7SB-8SB-2SB-3SB-1SB-15SB-13SB-16SB-14Monitoring Well (MW) LocationMonitoring Well - Not FoundExtent of ExcavationExcavation Endpoint Soil SampleSoil Boring LocationArea of Utility Locate
MW-19MW-12MW-13MW-5MW-4MW-6DW-1MW-11MW-17MW-14MW-10MW-18MW-20MW-16MW-15MW-24MW-XMW-X4MW-X2MW-X3FP-13MW-27FP-16MW-26MW-25GPM 3010(Scotchman #10)FP-5South W.
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W Green StreetEX-4EX-5EX-6EX-7EX-9EX-10EX-8EX-12EX-3EX-2EX-11MW-21MW-22CLIENT:LOCATION:025'50'100'1 inch equals 50 feetGPM #3010 (Scotchman #10)Soil Boring Analytical Results2023 Smear Zone Letter ReportFigure 210283 South W.R. Lathan StreetClarkton, North CarolinaGPM Southeast, LLCLegendMonitoring Well (MW) LocationMonitoring Well - Not FoundExtent of ExcavationExcavation Endpoint Soil SampleSoil Boring LocationArea of Utility LocateSB-12SB-11SB-10SB-9SB-6SB-5SB-4SB-7SB-8SB-2SB-3SB-1SB-15SB-13SB-16SB-14Total Petroleum HydrocarbonsGasoline Range OrganicsTotal Petroleum HydrocarbonsDiesel Range OrganicsGRODROShading indicates exceedance of NCDEQ Action LevelsSample depth in feet below ground surfacePID units: relative PPMGRO & DRO Units: mg/kg (milligrams per kilogram)
GPM 3010 CLARKTON, NORTH CAROLINA INCIDENT #29002

Attachment B:
Table 1: Summary of Ultraviolet Fluorescence Soil Analytical Data

BTEX
(C6 - C9)
GRO
(C5 - C10)
DRO
(C10 - C35)
TPH
(C5 - C35)
Total
Aromatics
(C10-C35)
16 EPA
PAHs BaP
(mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg)
NSE 50 100 NSE NSE NSE NSE
SB-1 D 1/25/2023 7 181.8 <0.56 8.8 17.8 26.6 8.7 0.88 <0.022 Road Tar
SB-1 W 1/25/2023 20 39.8 <0.59 <0.59 <0.59 <0.59 <0.12 <0.19 <0.023 Residual HC
SB-2 D 1/25/2023 4 168.8 <0.59 44 8.8 52.8 5.3 0.27 <0.024 No Match found
SB-2 W 1/25/2023 12 1,500 189.8 1115 1129 2244 41.3 <2.3 <0.28 Degraded Kerosene
SB-3 D 1/25/2023 3 1,670 <0.6 218.1 213.3 431.4 13.6 1.4 <0.024 No Match found
SB-3 W 1/25/2023 13 216.4 11 24 5.3 29.3 0.37 <0.11 <0.013 No Match found
SB-4 D 1/25/2023 5 1,382 246.3 1076 1485 2561 58.5 <2.8 <0.36 Degraded Kerosene
SB-4 W 1/25/2023 14 165.9 21.5 127.5 139.6 267.1 5.7 0.22 <0.023 Degraded Kerosene
SB-5 D 1/25/2023 3 1,536 <0.62 229.7 10.9 240.6 6.3 0.34 <0.025 No Match found
SB-5 W 1/25/2023 13 160.8 <0.54 <0.54 0.54 0.54 <0.11 <0.17 <0.021 Degraded Fuel
SB-6 D 1/25/2023 3 888.3 <1.3 336.7 333.9 670.6 23 0.89 <0.051 Degraded Kerosene
SB-6 W 1/25/2023 15 91.3 <0.57 <0.57 <0.57 <0.57 <0.11 <0.18 <0.023 PHC not detected
SB-7 D 1/24/2023 10 130.3 3.3 25.5 1.9 27.4 0.35 <0.17 <0.021 Undegraded Gasoline
SB-7 W 1/24/2023 12 337.8 <0.5 113.2 132.1 245.3 5.7 0.22 <0.02 Degraded Kerosene
SB-8 D 1/24/2023 11 365.8 <0.56 72.8 112 184.8 6.3 0.25 <0.022 Degraded Kerosene
SB-8 W 1/24/2023 13 363.5 <0.53 24.1 24.5 48.6 0.9 <0.17 <0.021 Degraded Kerosene
SB-9 D 1/24/2023 13 933.8 <7 1563 1644 3207 66 <2.3 <0.28 Degraded Kerosene
SB-9 W 1/24/2023 15 854.9 <0.57 73 96.1 169.1 3.7 <0.18 <0.023 Degraded Kerosene
SB-10 D 1/24/2023 9 1,337 <6.7 901.7 1285 2187 44 <2.1 <0.27 Degraded Kerosene
SB-10 W 1/24/2023 14 873.4 <7.8 2813 3448 6261 185.9 7.2 <0.31 Degraded Kerosene
SB-11 D 1/24/2023 13 235.6 <0.54 0.99 <0.54 0.99 <0.11 <0.17 <0.021 PHC not detected
SB-11 W 1/24/2023 14 855.6 <0.59 <0.59 <0.59 <0.59 <0.12 <0.19 <0.023 PHC not detected
SB-12 D 1/24/2023 10 101.2 <0.61 0.81 <0.61 0.81 <0.12 <0.2 <0.025 PHC not detected
SB-12 W 1/24/2023 12 685.3 9.4 18.9 <0.56 18.9 <0.11 <0.18 <0.022 PHC not detected
SB-13 D 1/24/2023 15 29.5 <0.3 <0.3 <0.3 <0.3 <0.06 <0.1 <0.012 ,(FCM)
SB-13 W 1/24/2023 20 52.1 <0.56 <0.56 <0.56 <0.56 <0.11 <0.18 <0.022 PHC not detected
SB-14 D 1/24/2023 1 37.8 <0.64 <0.64 <0.64 <0.64 <0.13 <0.21 <0.026 PHC not detected
SB-14 W 1/24/2023 15 1.8 <0.33 <0.33 <0.33 <0.33 <0.07 <0.1 <0.013 Residual HC
SB-15 D 1/24/2023 12 12.4 <0.65 10 <0.65 10 <0.13 <0.21 <0.026 Degraded Gasoline
SB-15 W 1/24/2023 13 173.8 <0.61 1.4 <0.61 1.4 <0.12 <0.2 <0.025 PHC not detected
SB-16 D 1/24/2023 14 55.9 <0.34 1.8 7.0 8.8 <0.07 <0.11 <0.014 Degraded Gasoline
SB-16 W 1/24/2023 15 103.8 <0.63 2.1 <0.63 2.1 <0.13 <0.2 <0.025 PHC not detected
Notes:
Results in milligrams per kilogram (mg/kg).
ft bgs - feet below ground surface
PID - Photo Ionization Detector
PPM - Parts per million isobutylene
Bold face type indicates exceedance of Action Level
BTEX - Benzene, Toluene, Ethylbenzene, Xylenes
TPH - Total Petroleum Hydrocarbons
GRO - Gasoline Range Organics
DRO - Diesel Range Organics
PAH - Polycyclic Aromatic Hydrocarbons
PHC - Petroleum Hydrocarbon
HC - Hydrocarbon
NSE - No Standard Established
NCDEQ Action Level (mg/kg)
HC Fingerprint Match
PID
(relative
PPM)
Sample
Depth
(feet bgs)
Date
Collected
TABLE 1
SUMMARY OF ULTRAVIOLET FLUORESCENSE SOIL ANALYTICAL DATA
GPM 3010 (Scotchman #10)
10283 South WR Lathan Street, Clarkton, NC
Sample ID
GPM 3010 CLARKTON, NORTH CAROLINA INCIDENT #29002

Attachment C:
Laboratory Analytical Report and Chain of Custody Documentation

Hydrocarbon Analysis ResultsClient:CRAWFORD ENVIRONMENTALSamples takenTuesday, January 24, 2023Address:1701 SHENANDOAH Samples extractedTuesday, January 24, 2023Samples analysedThursday, January 26, 2023Contact:ALLISON STREAMS OperatorCLAIRE NAKAMURAProject:GPM 301011U04049Matrix Sample IDDilution usedBTEX (C6 - C9)GRO (C5 - C10)DRO (C10 - C35)TPH (C5 - C35)Total Aromatics (C10-C35)16 EPA PAHsBaP HC Fingerprint Match% light % mid% heavys SB-7 D 21.0 3.3 25.5 1.9 27.4 0.35 <0.17 <0.021 99.8 0.1 0.1Undeg.Gas 79.6%,(FCM)s SB-7 W 20.2 <0.5 113.2 132.1 245.3 5.7 0.22 <0.02 99.9 0.1 0Deg.Kerosene 87.4%,(FCM)s SB-8 D 22.4 <0.56 72.8 112 184.8 6.3 0.25 <0.022 99.7 0.2 0.1Deg.Kerosene 86.1%,(FCM)s SB-8 W 21.1 <0.53 24.1 24.5 48.6 0.9 <0.17 <0.021 100 0 0Deg.Kerosene 86.4%,(FCM)s SB-9 D 282.0 <7 1563 1644 3207 66 <2.3 <0.28 99.9 0.1 0Deg.Kerosene 90.3%,(FCM)s SB-9 W 22.8 <0.57 73 96.1 169.1 3.7 <0.18 <0.023 99.9 0.1 0Deg.Kerosene 89.7%,(FCM)s SB-10 D 266.0 <6.7 901.7 1285 2187 44 <2.1 <0.27 99.9 0.1 0Deg.Kerosene 91.3%,(FCM)s SB-10 W 310.0 <7.8 2813 3448 6261 185.9 7.2 <0.31 99.9 0.1 0Deg.Kerosene 90.5%,(FCM)s SB-16 D 13.6 <0.34 1.8 7 8.8 <0.07 <0.11 <0.014 99.8 0.2 0Deg.Gas 79.8%,(FCM)s SB-16 W 25.0 <0.63 2.1 <0.63 2.1 <0.13 <0.2 <0.025 100 0 0PHC not detectedInitial Calibrator QC checkOKFinal FCM QC CheckOK 104.7 %Results generated by a QED HC-1 analyser. Concentration values in mg/kg for soil samples and mg/L for water samples. Soil values are not corrected for moisture or stone contentFingerprints provide a tentative hydrocarbon identification. The abbreviations are:- FCM = Results calculated using Fundamental Calibration Mode : % = confidence for sample fingerprint match to library(SBS) or (LBS) = Site Specific or Library Background Subtraction applied to result : (PFM) = Poor Fingerprint Match : (T) = Turbid : (P) = Particulate presentRatios
Hydrocarbon Analysis ResultsClient:CRAWFORD ENVIRONMENTALSamples takenTuesday, January 24, 2023Address:1701 SHENANDOAH Samples extractedTuesday, January 24, 2023Samples analysedThursday, January 26, 2023Contact:ALLISON STREAMS OperatorCLAIRE NAKAMURAProject:GPM 301022U04049Matrix Sample IDDilution usedBTEX (C6 - C9)GRO (C5 - C10)DRO (C10 - C35)TPH (C5 - C35)Total Aromatics (C10-C35)16 EPA PAHsBaP HC Fingerprint Match% light % mid% heavys SB-15 D 26.0 <0.65 10 <0.65 10 <0.13 <0.21 <0.026 99.4 0.2 0.5Deg.Gas,(FCM),(BO)s SB-15 W 24.5 <0.61 1.4 <0.61 1.4 <0.12 <0.2 <0.025 100 0 0PHC not detectedsSB-14 D 25.7<0.64<0.64<0.64<0.64 <0.13<0.21<0.026000PHC not detecteds SB-14 W 13.1 <0.33 <0.33 <0.33 <0.33 <0.07 <0.1 <0.013 0 64.8 35.2Residual HCsSB-13 D 12.1<0.3 <0.3 <0.3 <0.3 <0.06<0.1<0.012000,(FCM)sSB-13 W 22.2<0.56<0.56<0.56<0.56 <0.11<0.18<0.022000PHC not detecteds SB-11 D 21.5 <0.54 0.99 <0.54 0.99 <0.11 <0.17 <0.021 100 0 0PHC not detectedsSB-11 W 23.4<0.59<0.59<0.59<0.59 <0.12<0.19<0.023000PHC not detecteds SB-12 D 24.5 <0.61 0.81 <0.61 0.81 <0.12 <0.2 <0.025 100 0 0PHC not detecteds SB-12 W 22.2 9.4 18.9 <0.56 18.9 <0.11 <0.18 <0.022 100 0 0PHC not detected 72.2%Initial Calibrator QC checkOKFinal FCM QC CheckOK 102.1 %Results generated by a QED HC-1 analyser. Concentration values in mg/kg for soil samples and mg/L for water samples. Soil values are not corrected for moisture or stone contentFingerprints provide a tentative hydrocarbon identification. The abbreviations are:- FCM = Results calculated using Fundamental Calibration Mode : % = confidence for sample fingerprint match to library(SBS) or (LBS) = Site Specific or Library Background Subtraction applied to result : (PFM) = Poor Fingerprint Match : (T) = Turbid : (P) = Particulate presentRatios
Hydrocarbon Analysis ResultsClient:CRAWFORD ENVIRONMENTALSamples takenWednesday, January 25, 2023Address:1701 SHENANDOAH Samples extractedWednesday, January 25, 2023Samples analysedThursday, January 26, 2023Contact:ALLISON STREAMS OperatorTORI KELLYProject:GPM 301046U04049Matrix Sample IDDilution usedBTEX (C6 - C9)GRO (C5 - C10)DRO (C10 - C35)TPH (C5 - C35)Total Aromatics (C10-C35)16 EPA PAHsBaP HC Fingerprint Match% light % mid% heavys SB-6 W 22.6 <0.57 <0.57 <0.57 <0.57 <0.11 <0.18 <0.023 0 100 0PHC not detecteds SB-6 D 51.2 <1.3 336.7 333.9 670.6 23 0.89 <0.051 99.8 0.2 0Deg.Kerosene 71.4%,(FCM)s SB-5 D 24.8 <0.62 229.7 10.9 240.6 6.3 0.34 <0.025 98.3 1.5 0.3No Match founds SB-5 W 21.5 <0.54 <0.54 0.54 0.54 <0.11 <0.17 <0.021 0 82.5 17.5Deg Fuel 71.1%,(FCM)s SB-4 D 356.0 246.3 1076 1485 2561 58.5 <2.8 <0.36 99.9 0.1 0Deg.Kerosene 89.5%,(FCM)s SB-4 W 22.6 21.5 127.5 139.6 267.1 5.7 0.22 <0.023 99.8 0.1 0Deg.Kerosene 90.8%,(FCM)s SB-3 D 24.1 <0.6 218.1 213.3 431.4 13.6 1.4 <0.024 97.8 1.9 0.2No Match founds SB-3 W 13.2 11 24 5.3 29.3 0.37 <0.11 <0.013 99.7 0.2 0.1No Match founds SB-2 D 23.6 <0.59 44 8.8 52.8 5.3 0.27 <0.024 93.1 6 0.9No Match founds SB-2 W 282.0 189.8 1115 1129 2244 41.3 <2.3 <0.28 100 0 0Deg.Kerosene 89.5%,(FCM)Initial Calibrator QC checkOKFinal FCM QC CheckOK 101.8 %Results generated by a QED HC-1 analyser. Concentration values in mg/kg for soil samples and mg/L for water samples. Soil values are not corrected for moisture or stone contentFingerprints provide a tentative hydrocarbon identification. The abbreviations are:- FCM = Results calculated using Fundamental Calibration Mode : % = confidence for sample fingerprint match to library(SBS) or (LBS) = Site Specific or Library Background Subtraction applied to result : (PFM) = Poor Fingerprint Match : (T) = Turbid : (P) = Particulate presentRatios
Hydrocarbon Analysis ResultsClient:CRAWFORD ENVIRONMENTALSamples takenWednesday, January 25, 2023Address:1701 SHENANDOAH Samples extractedWednesday, January 25, 2023Samples analysedThursday, January 26, 2023Contact:ALLISON STREAMS OperatorTORI KELLYProject:GPM 301048U04049Matrix Sample IDDilution usedBTEX (C6 - C9)GRO (C5 - C10)DRO (C10 - C35)TPH (C5 - C35)Total Aromatics (C10-C35)16 EPA PAHsBaP HC Fingerprint Match% light % mid% heavys SB-1 D 22.4 <0.56 8.8 17.8 26.6 8.7 0.88 <0.022 56.7 37.6 5.7Road Tar 78.6%,(FCM)s SB-1 W 23.4 <0.59 <0.59 <0.59 <0.59 <0.12 <0.19 <0.023 0 49.5 50.5Residual HCInitial Calibrator QC checkOKFinal FCM QC CheckOK 102.7 %Results generated by a QED HC-1 analyser. Concentration values in mg/kg for soil samples and mg/L for water samples. Soil values are not corrected for moisture or stone contentFingerprints provide a tentative hydrocarbon identification. The abbreviations are:- FCM = Results calculated using Fundamental Calibration Mode : % = confidence for sample fingerprint match to library(SBS) or (LBS) = Site Specific or Library Background Subtraction applied to result : (PFM) = Poor Fingerprint Match : (T) = Turbid : (P) = Particulate presentRatios
QED Hydrocarbon Fingerprints
Project: GPM 3010 1/26/2023
QED Hydrocarbon Fingerprints
Project: GPM 3010 1/26/2023
QED Hydrocarbon Fingerprints
Project: GPM 3010 1/26/2023
QED Hydrocarbon Fingerprints
Project: GPM 3010 1/26/2023
GPM 3010 CLARKTON, NORTH CAROLINA INCIDENT #29002

Attachment D:
Soil Boring Logs

PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log
0
SB-1D
SB-1W
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
1/25/2023
Description
BORING / WELL:
GPM 3010 (Scotchman #10)PROJECT NUMBER:
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
Bridger Drilling
SB-1
1
2
3
4
5
6
7
8
20
9
10
11
12
13
14
15
16
17
18
19
5.0
4.3
13.4
9.5
1.9
1.1
1.1
7.0
37.8
10283 South WR Lathan Street
Northing:
Easting:
Well Installed:
Total Depth (feet):
17.8
39.8
48.1
3.6
21.6
14.3
47.9
3.8
20.2
181.8
16.1
Asphalt and gravel, dry
Screen Type:
Screen Interval (feet):
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Casing Type:
Casing Interval (feet):
Sandy clay, moist at 14'
Fine silty sand, moist
Silt, tanish orange, wet, end of boring at 20'
Silty fine sand, orange/red, dry
Silty clay, red, dry
Sandy clay, orange, dry
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017
www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log
0
SB-2D
SB-2W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-2
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/25/2023
1 12.0
2 9.2
3 15.2
4 168.8
5 126.4
6 17.1
7 24.6
8 64.2
9 26.2
30.2
10 146.7
11 207.0
12 1,500
Asphalt & gravel
19
20
16
17
18
13 1,109
14 328.4
15
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Silty fine sand, orange/red, dry
Sandy clay, brown, dry
Silty clay, white, red, and orange mottled, dry
Silty sand, orange, moist
Fine to medium sand, wet at 12'
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Easting:
Northing:
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017
www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-3D
SB-3W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-3
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/25/2023
1 38.7
2 49.2
3 1670
4 1345
5 1266
6 106.4
7 19.6
8 16.4
9 19.8
10 15.9
11 62.8
12 60.4
13 216.4
14 94.7
15 68.8
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Asphalt & Gravel
Fine silty sand, wet at 12'
Tan and grey clay
Red fine sand & clay
Red fine sand & silt
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-4D
SB-4W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-4
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/25/2023
1 42.8
2 45.2
3 601.2
4 1292
5 1382
6 390.1
7 1301
8 287.4
9 60.8
10 65.2
11 83.2
12 201.4
13 24.2
14 165.9
15 19.8
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Fine sand
Purple clay
Red silty sand
Tan fine sand
Asphalt
Tan grey clay, wet at 13'
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-5D
SB-5W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-5
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/25/2023
1 25.2
2 54.2
3 1536
4 1597
5 1440
6 277.8
7 110
8 287.4
9 273.5
10 1256
11 701.8
12 260.8
13 160.8
14 119.4
15 31.8
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Tan fine sand, with some silt
Asphalt & Gravel
Tan sand
Sand, wet at 13'
Tan sand and clay
Purple clay
Red fine sand, with some clay
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-6D
SB-6W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-6
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/25/2023
1 12.8
2 11.6
3 888.3
4 326.4
5 393.1
6 50.5
7 12.1
8 287
9 351.3
10 16.8
11 8.6
12 22.9
13 77.1
14 82.8
15 91.3
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Asphalt & Gravel
Tight purple clay, wet at 13'
Fine to medium sand with some silt
Tight tan clay
Fine sand, with tan layer
Fine silty clay
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-7D
SB-7W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-7
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 5.6
2 0.9
3 0.7
4 0.2
5 0.2
6 0.2
7 0.3
8 1.3
9 2.1
10 130.3
11 320.9
12 337.8
13 192.3
14 179.2
15 155.5
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Medium to fine sand, some clay
Medium to fine sand
Medium to fine sand, some clay
Tan-red silty clay
Topsoil
Sand course, tan
Tan grey silty clay
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-8D
SB-8W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-8
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 10.1
2 3.1
3 3.5
4 4.4
5 4.6
6 2.8
7 3
8 4.4
9 5.6
10 78.3
11 365.8
12 244.7
13 363.5
14 180.1
15 155.6
19
20
Northing:
16
17
18
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Fine sand with some clay, wet at 10'
Tan silty clay
Orange silty clay
Topsoil
Top of Casing Elev. (feet):
Easting:
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-9D
SB-9W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-9
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 4.9
2 3.7
3 2.5
4 2.6
5 2.8
6 3.5
7 3.0
8 3.5
9 4.5
10 271.0
11 274.3
12 333.8
13 933.8
14 354.6
15 854.9
19
20
Northing:
16
17
18
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Fine to medium sand, wet
Purple tight clay with some sand
Orange fine sand with clay
Topsoil
Top of Casing Elev. (feet):
Easting:
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-10D
Red sandy silty clay, moist, strong odor of fresh gasoline
SB-10W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-10
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 92.8
2 20.5
3 9.1
4 8.8
5 4.1
6 3.1
7 2.2
8 12.1
9 1337
10 1276
11 943.7
12 989.9
13 238.4
14 873.4
15 560.7
16
17
18
19
20
Northing:
Brown sand, moist
Topsoil
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Tan sandy clay
Tan sand, wet
Red sandy silty clay
Orange clay with some sand
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Easting:
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-11D
SB-11W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-11
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 0.5
2 1.1
3 1.5
4 0.8
5 2.1
6 0.7
7 3.4
8 2.8
9 1.6
10 2.2
11 2.1
12 18.9
13 235.6
14 855.6
15 82.5
19
20
Northing:
16
17
18
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Orange red silty clay
Red silty fine sand, moist
Red sand, wet
Tan sand, wet
Top of Casing Elev. (feet):
Easting:
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
Topsoil
Orange tan silty clay

Orange tan silty sandy clay
Orange tan sand with clay
Tan medium to fine sand, moist
SB-12D
Tan medium to fine sand, wet
SB-12W
Green tan silty sand
End of boring at 14'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-12
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 1.8
2 0.4
3 0.9
4 3.8
5 0.7
6 2.7
7 1.2
8 12.3
9 28.3
10 101.2
11 257.9
12 685.3
13 166.7
14 132.8
15
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-13D
SB-13W End of boring at 20'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-13
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 4.0
2 2.1
3 1.9
4 1.5
5 0.5
6 0.7
7 0.5
8 0.2
9 0.3
10 1.5
11 0.3
12 0.4
13 0.6
14 6.9
15 29.5
Easting:
16 12.9
17 23.2
18 29.4
19 42.7
20 52.1
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Tan-red silty clay, wet at 15'
Orange tan silty clay
Tan sand, wet
Topsoil
Tan sand, some clay
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-14D
SB-14W
End of boring at 15'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-14
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 37.8
2 12.3
3 5.1
4 4.0
5 9.3
6 4.3
7 2.5
8 2.3
9 3.1
10 3.5
11 3.7
12 2.8
13 1.6
14 0.7
15 1.8
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Grey silty sand
Tan orange silty clay
Tan orange silty clay, wet at 13'
Orange silty clay
Topsoil
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-12D
SB-12W
End of boring at 14'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-15
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 3.4
2 4.6
3 0.8
4 4.0
5 3.2
6 2.2
7 5.1
8 3.9
9 3.4
10 5.8
11 4.1
12 12.4
13 173.8
14 98.2
15
Easting:
16
17
18
19
20
Northing:
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Green course to medium sand
Topsoil
Orange silty clay
Orange fine sand with clay
Tan fine sand with clay
Medium fine sand, moist
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com
PROJECT:9.1109
SITE ADDRESS:
DRILLING COMPANY/DRILLER:
DATE:LOGGED BY: WE
PAGE:
Depth
(feet)
Lab Sample
ID
PID
(relative ppm)
Well Log
Diagram
Geology
Log

0
SB-16D
SB-16W
End of boring at 20'
Sand Observed Water Level -
Silt Sodium Bentonite Seal -
Clay Sodium Bentonite Annular Fill
Clay & Silt Filter Sand
Clay, Silt, Sand Well Screen
Clay & Sand Well Casing/Riser
Silt & Sand
Gravel / Cobbles
Topsoil -
Bedrock -
Concrete PID=photoionization detector
Asphalt feet = depth below surface
Description
BORING / WELL:SB-16
GPM 3010 (Scotchman #10)PROJECT NUMBER:
10283 South WR Lathan Street
Bridger Drilling
DRILLING METHOD/RIG:Direct Push Macro Core Sampler / Geoprobe
1/24/2023
1 1.4
2 5.8
3 3.6
4 1.2
5 1.6
6 2.2
7 1.0
8 1.1
9 2.1
10 1.1
11 1.9
12 3.4
13 32.8
14 55.9
15 103.8
Easting:
16 16.2
17 42.0
18 42.9
19 15.1
20 10.2
Northing:
Orange silty clay
Fine to course sand, green
Top of Casing Elev. (feet):
Ground Surface Elev. (feet):
Well Installed:
Total Depth (feet):
Casing Type:
Casing Interval (feet):
Screen Type:
Screen Interval (feet):
Topsoil
Fine sandy clay
Fine sand layer, wet
Orange silty clay with some fine sand
Orange silty clay
Orange tan clay
Crawford Environmental Services, Inc.1701 Shenandoah Avenue, NWRoanoke, Virginia 24017www.crawfordenvironmental.com