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ARCHIVED REPORTS_XR0009353
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545671
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ARCHIVED REPORTS_XR0009353
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Entry Properties
Last modified
5/19/2020 12:08:40 PM
Creation date
5/19/2020 11:56:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009353
RECORD_ID
PR0545671
PE
3528
FACILITY_ID
FA0003959
FACILITY_NAME
AT&T CALIFORNIA - UE042
STREET_NUMBER
345
Direction
N
STREET_NAME
SAN JOAQUIN
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
345 N SAN JOAQUIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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APR 08 '94 08.19 SJ 18 P.4 <br /> .IEDEL ENVIRONMENTAL <br /> ' SERVICES INC <br /> The 8 samples obtained during the second confirmatory sampling event were analyzed on site <br /> for TPHd by Argon. The results of the on-site analytical testing indicated that detectable <br /> concentrations of TPHd were not present in samples CD-02-102.5 , CD-02-402.5', <br /> CD-02-502.5', CD-02-b02.5', or CD-02-802.5'. However, samples CD-02-2 2.5', <br /> CD-02-302.51, and CD-02 1@3. contained 3300, 8200, and 16,000 ppm TPHd respective y. <br /> Two additional samples were obtained from the areas of concern at depths of 6 and 7 feet below <br /> the top of the tank tie-downs. The two additional samples were analyzed on site by Argon. The <br /> results of the analysis indicated that sample CD-02-306.0" contained 820 ppm TPHd and sample <br /> CD-02-707.0' contained 21 ppm TPHd. Copies of the analyte resu t eets or all <br /> confirmatory same es n om si are included in Appendix B A summary of all soil <br /> sample analytical results are presented in Table 1. <br /> 5.3 Third Confirmatory Soil Sampling and Analysis <br /> On 17 November 1993, RES personnel arrived on site to retrieve four additional samples as <br /> requested by Ms. Meays. This additional sampling was conducted to help define the extent of <br /> the residual diesel in the soils at the bottom of the tank pit excavation. Samples CD-03-2, <br /> CD-03-3, CD-03-6, and CD-03-7 were obtained at a depth of 20 feet below grade utilizing a <br /> manually operated auger equipment and a slide hammer sampling device. All sample locations <br /> were �termrned by Ms. Meays. The sample locations are shown on Figure 5. <br /> The 4 samples obtained during the third confirmatory sampling event were analyzed for TPHd <br /> by Argon. The results of the on-site analytical testing indicated that sample CD-Q3-2contained <br /> 2800 m,_TPHd and CD-03-3 contained 1,.LQ Rpm TPHd. Detectable concentrations of TPHd <br /> were not present in samples CD-03-6 or CD-03-7. <br /> A total of 4 additional samples from the areas of concern at the bottom of the excavation were <br /> obtained and analyzed in succession. Samples CD-04-2, CD-05-2, and CD-06-2 were obtained <br /> at depths of 23, 26, and 27 5 feet below grade beneath the location that sample CD-04-2 had <br /> been obtained. Sample CD- 4-3 was obtained at a depth of 23 feet below grade beneath the <br /> location that sample CD-03-3 had been obtained. The additional samples were analyzed for <br /> TPHd by Argon. Sample CD-05-2 was also analyzed for BTEX. The results of the analysis <br /> indicated that sample CD-04-2 contained 1900 22m TPHd. Sample CD-05-2 contained 177 pp_m <br /> TPHD, but did not contain detectable concentration of 8 . Samples CD-06-2 and i:D-04-3 <br />' did not contain detectable concentrations of TPHd <br /> 5.4 Fourth Confirmatory Soil Sampling and Analysis <br />' On 18 November 1993, RES personnel arrived on site to conduct the fourth confirmatory <br /> sampling event, as required by Ms Meays, in the area where additional over-excavauon <br /> conducted by Aronson. Five samples were initially obtained at the bottom of the excavation at <br /> a depth of 20 feet below grade utilizing a manually operated auger and a slide hammer sampling <br /> device. The sample locations, which were determined by Ms. Ways, are shown on Figure 6. <br /> fM3'9315WMF3-3T0KN Rn\21MAW 4 <br /> r� <br />
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