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PR0518553
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Last modified
1/29/2020 5:40:15 PM
Creation date
1/29/2020 4:16:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0518553
PE
2950
FACILITY_ID
FA0013967
FACILITY_NAME
KIMCO REALTY
STREET_NUMBER
1648
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
09428014
CURRENT_STATUS
01
SITE_LOCATION
1648 E HAMMER LN
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1 Winston 0 18 3 <br /> Stocldon,CA <br /> ' August 8,2002 <br /> 9.3.3 Sampling Location Selection <br /> ' The general intent of the investigation was to collect soil and groundwater samples to identify the <br /> potential presence of impacted media. Soil sample depth intervals selected for laboratory analysis <br /> were based upon the highest field screening results;or in the absence of significant organic vapors, <br /> ' the soil sample was collected from the interval directly above the groundwater saturated zone or <br /> from the terminus of the soil boring. <br /> ' 9.3.4 Laboratory Analysis <br /> The soil samples selected for laboratory analysis were containerized in laboratory supplied sample <br /> containers.The soil samples were labeled,stored on ice and transported under appropriate chain-of- <br /> custody procedures to Test America of Nashville,Tennessee. The collected soil samples from each <br /> hydraulic lift GeoProbe boring locations were analyzed for the presence of TPH diesel range <br /> organics (DRO) and TPH oil range organics (ORO) by EPA Method 8015. The collected soil <br /> ' sample from the OWS GeoProbe boring location was analyzed for the presence of TPH DRO/ORO <br /> and volatile organic compounds(VOCs), including fuel oxygenates by EPA Method 8260. <br /> ' 9.4 PHASE II RESULTS <br /> 9.4.1 Geology/Hydrogeology <br /> ' In general, subsurface geology consisted of sand and gravels from beneath the concrete/asphalt <br /> baserock to from between 1.5 to 2 feet bgs,underlain by sandy silt,silty sand,clayey silt,and silty <br /> clay from 1.5 to 12 feet bgs (total depth). Field boring logs are included in Appendix E. <br /> ' Groundwater was not encountered during drilling activities. The boring location is presented on <br /> Figure 2. <br /> ' 9.4.2 Field Screening Results <br /> Continuous soil samples were collected and field screened for the presence of organic vapors using a <br /> PID equipped with a 10.2 eV lamp source. No PID readings above background were recorded. <br /> ' 9.4.3 Laboratory Results <br /> No constituents were detected above the method detection limit for the soil samples submitted to the <br /> ' analytical laboratory for analysis of TPH DRO/ORO/GRO, and VOCs including fuel oxygenates. <br /> Refer to Appendix D for a complete analytical report. Analytical results were compared to <br /> California regulatory criteria,where appropriate. No regulatory action levels currently exist for TPH <br /> concentrations in soils. Accordingly, to assess the potential impact of hydraulic fluid on <br /> ' environmental media, a TPH DRO/ORO concentration of 100 mg/kg is used as the target action <br /> level. <br /> ' 0024 gy store 183 phase 2 reviewed I SECOR International Incorporated <br /> l3 <br />
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