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3500 - Local Oversight Program
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PR0545778
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Last modified
6/1/2020 11:49:52 AM
Creation date
6/1/2020 11:47:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545778
PE
3528
FACILITY_ID
FA0023736
FACILITY_NAME
ATCHISON, TOPEKA, AND SANTA FE RAILROAD
STREET_NUMBER
748
Direction
S
STREET_NAME
UNION
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15130004
CURRENT_STATUS
02
SITE_LOCATION
748 S UNION ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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it <br /> DAMES & MOORE <br /> ® A DAMES&Mt70RE GRotaP COMPgfVy `� <br /> Mr. Mick Hardin <br /> September 26, 1997 <br /> Page 2 <br /> L+ ' Collecting soil samples from each boring at 10, 15 and 25 feet bgs or the depth <br /> dictated by soil conditions and chemically testing the soil samples for total petroleum <br /> hydrocarbons as diesel (TPH-d) and benzene, toluene, ethyibenzene, and xylenes <br /> (BTEX) by EPA Methods 8015 modified and 8020; and, <br /> Preparing and submitting a data transmittal letter of the analytical results of the soil <br /> sampling with a plot plan and brief summary of the results. <br /> 3.0 Feld Methodology <br /> Prior to drilling, the location of the former UST was identified from the maps provided to Dames & <br /> i.. Moore by BNSF. Possible utility locations were located by Subdynamic Locating Services and PG&E. <br /> In accordance with health and safety protocol, an Organic Vapor Meter (OVM) was used to monitor <br /> the concentration of total organic vapors present during drilling and sampling. Geoprobe sampling of <br /> l six boreholes was conducted by Gregg Drilling of Martinez, California. Mr. Steve Sasson of the <br /> Stockton County Health Department was present during the boring and sampling activities. Samples <br /> were attempted at 10, 15 and 25 feet below ground surface. The dense clayey soil found at the Site <br /> prevented drilling to the desired depth in five out of the six boreholes. A log of the soil conditions <br /> encountered for each boring is presented in Appendix A. The following depths were achieved in each <br /> 4 of the boreholes: 251/2 feet in DM-1 with samples taken at 10, 15 and 25 feet; 8'/2feet in DM-2 with no <br /> samples taken, 61/2 feet in DM-3 with one sample taken at 6 feet, 4 feet in DM-4 with no samples <br /> LA taken, 2 feet in DM-5 with no samples taken, and 71/2 feet in DM-6 with one sample taken at 7 feet. A <br /> list of sample numbers and the corresponding identification numbers is presented in Table 1. Samples <br /> were collected in brass sample rings, capped and sealed in ziploc bags. All sample containers bound <br /> �. for the analytical laboratory were labeled with the following information: date, time, sample <br /> identification number, client name, and requested analysis. The sample containers were then placed in <br /> a cooler chilled with ice for transportation to the laboratory under chain of custody documentation. <br /> Chemical analysis of the soil samples was performed by Entech Environmental Laboratories, of <br /> Sunnyvale California, a state certified analytical laboratory. Soil samples were tested for TPH-D by <br /> modified EPA Method 8015, and BTEX by EPA Method 8020. The detection reporting limit was 1.0 <br /> mg/kg for TPH-d, and 0.005 mg/kg for BTEX. The final sampling locations were approved by Mr. <br /> Sasson as an adequate characterization of the subsurface conditions. <br /> i� <br /> j A 156551 G416nsfstkn.d- _ <br /> 1r <br />
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