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ARCHIVED REPORTS_XR0008818
EnvironmentalHealth
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26 (STATE ROUTE 26)
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3500 - Local Oversight Program
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PR0545707
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ARCHIVED REPORTS_XR0008818
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Last modified
11/20/2024 8:48:27 AM
Creation date
5/13/2020 4:01:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008818
RECORD_ID
PR0545707
PE
3528
FACILITY_ID
FA0003591
FACILITY_NAME
JOHN M RISHWAIN
STREET_NUMBER
8203
Direction
E
STREET_NAME
STATE ROUTE 26
City
STOCKTON
Zip
95215-9536
APN
10114021
CURRENT_STATUS
02
SITE_LOCATION
8203 E HWY 26
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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r' <br /> 01 March 2004 <br /> AGE-NC Project No 99-0645 <br /> Page 2of11 <br /> The borings were advanced with a BK-81 or Mobile drill ng equipped with 8 25-Inch diameter <br /> hollow-stem augers The drill rig and three-man crew were supplied by Woodward Drilling of Rio <br /> Vista Auger returns generated by drilling were stored on-site in Department of Transportation <br /> (DOT)-approved 55-gallon drums <br /> 2 1 1 Soil Sample Collection <br /> Discrete soil samples were collected using a 140-pound hammer to advance the split spoon sampler <br /> The number of blows required to advance the sampler over each 6-inch increment of the 18-inch <br /> sampling Interval was recorded on the boring log Sampling equipment was washed in an Alconox <br /> solution and rinsed with water prior to each sampling run to minimize cross-contamination <br /> Soil samples were collected at five foot Intervals, beginning mostly at 10 feet bsg, or where native <br /> soil was encountered below back fill Otherwise, samples were taken at sampling intervals which <br /> were not previously sampled, generally deeper soil samples, as to not duplicate sampling Soil <br /> samples were preserved by covering bath ends of the second brass sleeve with Teflon sheets,capping <br /> and sealing with tape Each preserved sample sleeve was labeled with soil boring location, depth, <br /> time, date and sampler's initials and was stored in a chilled container under ice <br /> Soil encountered in the borings was visually classified on a boring log by an AGE geologist in <br /> accordance with the Unified Soil Classification System (USCS) Additionally, soil samples were <br /> selectively field-screened for the presence of volatile organic compounds using an organic vapor <br /> meter(OVM) equipped with a photo-ionization detector (PID Thermo Environmental 580b, 10 0 <br /> eV, calibrated to isobutylene), the concentration readings were recorded on the boring log Bonng <br /> logs are included In Appendix B <br /> 2 12 Laboratory Analysis of Soil Samples <br /> Selected soil samples were transported under chain-of-custody procedures to Cal Tech <br /> Environmental Laboratories,a California Department of Health Services(DHS)-certified laboratory <br /> and analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified, <br /> • Benzene,toluene,ethylbenzene and xylenes(BTEX)and methyl tertiary butyl.ether(MTBE) <br /> in accordance with EPA Method 8021, and <br /> • The oxygenated fuel additives MTBE, tertiary butyl alcohol (TBA), di-Isopropyl ether <br /> (DIPE), ethyl tertiary butyl ether (ETBE) and tertiary amyl methyl ether (TAME) by EPA <br /> Method 8260 Modified <br /> Advanced GeoEnvironmental,Inc <br />
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