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PR0523303
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Last modified
12/6/2019 1:58:48 PM
Creation date
12/6/2019 1:56:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0523303
PE
2950
FACILITY_ID
FA0015736
FACILITY_NAME
THERMO-KING STOCKTON
STREET_NUMBER
1950
Direction
E
STREET_NAME
MINER
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
15308006
CURRENT_STATUS
02
SITE_LOCATION
1950 E MINER AVE
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Thermo-King Stockton LSI Terracon <br /> Project Number; 67047008 <br /> November 5, 2004 <br /> V <br /> The groundwater flow direction and the depth to shallow groundwater, if present, would likely <br /> vary depending upon seasonal variations in rainfall and depth to the soil/bedrock interface. <br /> Without the benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater <br /> flow direction beneath the site cannot be ascertained. <br /> No odors were detected in the soil samples collected from soil boring B-1. PID readings did not <br /> exceed a background concentration of 0.0 parts per million (ppm) in the soil samples. <br /> Following completion, soil boring B-1 was backfilled to surface grade with Portland cement. The <br /> grouting operations were witnessed and approved by Ms. Margaret Lagourno, a representative <br /> of the San Joaquin County Environmental Health Department, as required by county <br /> regulations. <br /> '— 2.2 Soil Sampling <br /> Terracon's soil sampling program involved submitting one soil sample from the soil boring for <br /> ` laboratory analysis. Soil samples were collected from the zone exhibiting the highest PID <br /> reading. If no elevated PID readings were detected, soil samples were collected from the <br /> capillary fringe zone, from the interval exhibiting a change in lithology, or from the bottom of the <br /> boring, based on the field professional's judgement. Soil sample intervals for each boring are <br /> presented with the soil sample analytical results (Table 1) and are provided on the lithologic <br /> boring logs included in Appendix B. <br /> The soil sample (Stock @ 1-2.5 feet) was collected in an acetate sleeve that was capped with <br /> Teflon sheets and plastic end caps and placed on ice in a cooler which was secured with a <br /> custody seal. The sample cooler and completed chain-of-custody forms were relinquished to <br /> Alpha Analytica analytical laboratory in Sparks, Nevada for expedited (24-hour) turnaround. <br /> V <br /> 3.0 LABORATORY ANALYTICAL METHODS <br /> V <br /> The soil sample collected from soil boring B-1 was analyzed for VOCs using EPA SW-846 <br /> Method 826013, TPH-extractable Oet fuel, diesel, and oil) by EPA Method 80158, and TPH- <br /> �- purgeable (gasoline) by EPA Method 8015B. <br /> Laboratory results are summarized in the tables included in Appendix C. The executed chain-of- <br /> custody form and laboratory data sheets are provided in Appendix D. <br /> 4 <br /> V <br /> V <br /> V <br />
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