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ARCHIVED REPORTS_XR0009271
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545734
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ARCHIVED REPORTS_XR0009271
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Last modified
6/5/2020 1:51:56 PM
Creation date
6/5/2020 1:37:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009271
RECORD_ID
PR0545734
PE
3528
FACILITY_ID
FA0010191
FACILITY_NAME
TRACY-PONTIAC-CADILLAC-GMC TRUCK
STREET_NUMBER
2450
STREET_NAME
TOSTE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
238020-06
CURRENT_STATUS
02
SITE_LOCATION
2450 TOSTE RD
P_DISTRICT
005
QC Status
Approved
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LSauers
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EHD - Public
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1 <br /> 13 July 1998 <br /> AGE-NC Project No 96-0254 <br />' Page 2 of 7 <br />' equipment was washed in an Alconox solution and rinsed twice with water prior to each sampling <br /> run <br />' Both ends of the soil sleeve of each sample collected for laboratory analysis were covered with <br /> Teflon sheets, capped and sealed with tape The samples were stored in a chilled container and <br /> transported under chain-of-custody to MAI <br />' Selected samples were analyzed in accordance with EPA Methods <br /> • 5030/8015m for TPH-g, <br /> • 8020 for BTE&X, <br /> I • 8260 and 8260m for MTBE and other oxygenated fuel additives tertiary butyl alcohol <br /> (TBA), di-isopropyl ether(DIPS),ethyl tertiary butyl ether(ETBE) and tertiary amyl methyl <br /> ether (TAME) <br /> • During drilling, auger returns were monitored for the presence of organic vapor using an organic <br /> vapor analyzer (OVA) equipped with a photo-ionization detector (PID Thermo Environmental <br /> 580A, 10 0 eV, calibrated to isobutylene) Auger returns were placed in drums and stored on-site <br /> pending laboratory analysis and disposal at a licenced facility <br /> 212 LOGGING <br /> Duplicate soil samples were extruded from their sleeve or sampler body and were screened for the <br /> presence of organic vapor using the OVA The OVA readings were recorded on the boring logs The <br /> soil was then described in accordance with the Unified Soil Classification System (see Boring Logs, <br /> Appendix A) <br /> 2 13 WELL COMPLETION <br /> Borin s B10 BI I B12 B13 and B14 <br /> were completed asround water monitorin wells MW-2 <br /> MW-3, MW- 6, MW-5 and MWA, respectively Wells MW-1 and MW-2 were dual-completed <br /> using two 2-inch diameter, schedule 40 PVC casing, the other wells, MW-3 and MW-6, were <br /> constructed using single 2-inch diameter schedule 40 PVC casings The following is a summary of <br /> the construction details <br /> • Well MW-1 was completed with 0 02-inch slotted screen, the screen intervals were installed <br /> A&anced CeoEnl,Lronmental Inc <br /> I <br />
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