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ARCHIVED REPORTS_XR0010615
EnvironmentalHealth
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0010615
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Entry Properties
Last modified
5/8/2020 11:52:35 AM
Creation date
5/8/2020 10:01:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010615
RECORD_ID
PR0507155
PE
2950
FACILITY_ID
FA0007718
FACILITY_NAME
3 B'S TRUCK PLAZA
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05515026
CURRENT_STATUS
02
SITE_LOCATION
14749 N THORNTON RD
P_DISTRICT
004
QC Status
Approved
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LSauers
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EHD - Public
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05 November 1997 <br /> AGE-NC Project No 96-0249 <br /> Page 3 of 7 <br /> sampler with 48-inch acetate sleeves Selected soil samples were preserved by covenng both ends of <br /> the selected acetate sleeve section with Teflon sheets, capping, and sealing with tape Each sample <br /> sleeve was labeled with soil probe boring designation, depth, time, date and sampler's initials <br /> The samples were stoi ed in a chilled container and transported under a chain-of-custody protocol to <br /> McCampbell Analytical Inc (MAI), a state-certified laboratory Selected samples were analyzed in <br /> accordance with EPA Method 5030/8015m for total petroleum hydrocarbons quantified as gasoline <br /> and as diesel(TPH-g and TPH-d, respectively) and in accordance with EPA Method 8020 for volatile <br /> aromatics (benzene, toluene, ethylbenzene, and total xylenes, BTE&X) with methyl tertiary butyl <br /> ether (MTBE) <br /> 34 GROUND WATER SAMPLE COLLECTION <br /> Grab ground water samples were collected from P I through P4 utilizing a hydro-punch technology <br /> A Geoprobe water sampling assembly was advanced to a depth approximately five feet below the <br /> water table utilizing hollow steel rods The hollow steel rods were then retracted upward <br /> appro-umately five feet, thereby exposing a PVC screen to ground water A bailer fitting was then <br /> placed on the end of 3/8-inch diameter polyethylene tubing, inserted through the rod assembly into the <br /> exposed screen, through which water was manually pumped Sufficient sample was collected from <br /> each soil boring to fill at least three 40-m1 EPA-approved VOA vials containing 0 5 ml 18% <br /> hydrochloric acid as a preservative and one liter amber bottle Ground water sample containers were <br /> labeled with probe boring designation-H20, date, time, and samplers initials <br /> Following collection and labeling of each grab ground water sample, the sample was immediately <br /> placed In a chilled container Each sample was logged on a chain-of-custody form and transported <br /> to MAI for analysis of TPH-g, TPH-d, BTEX and MTBE in accordance with EPA method 8015M <br /> and 8020 Volatile organics were also analyzed In sample P3-H20 in accordance with EPA method <br /> 8260 <br /> 3 5 LOGGING <br /> During soil probe boring activities, sample duplicates were monitored for the presence of organic <br /> vapor using a photo-ionization detector (PID Thermo Environmental 580A, 10 0 eV, calibrated to <br /> isobutylene) and were described on boring logs using the Unified Soil Classification System (USCS) <br /> Boring logs are summarized in Appendix A <br /> Advanced GeoEncironmental,Lic. <br />
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