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ARCHIVED REPORTS_VAPOR INTRUSION SURVEY - SOIL GAS SAMPLING REPORT
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ARCHIVED REPORTS_VAPOR INTRUSION SURVEY - SOIL GAS SAMPLING REPORT
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Last modified
3/4/2020 1:29:37 PM
Creation date
3/4/2020 1:12:41 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
VAPOR INTRUSION SURVEY - SOIL GAS SAMPLING REPORT
RECORD_ID
PR0527031
PE
2957
FACILITY_ID
FA0018318
FACILITY_NAME
FORMER COLUMBO / TOSCANA BAKERY
STREET_NUMBER
1444
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16503005
CURRENT_STATUS
01
SITE_LOCATION
1444 S LINCOLN ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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' Groundwater Monitoring <br /> In accordance with the Central Valley Regional Water Quality Control Board (CVRWQCB) <br /> request in their letter dated September 26, 2006, PSC initiated quarterly groundwater <br /> ' monitoring at the Site in January 2007. Prior to this, it appears as though MW-1 was sampled <br /> once in February 1996 and MW-7S and MW-7D were sampled once in October 1997. There <br /> is no record that VE-1 was sampled prior to 2007. <br /> ' From January through May 25, 2007, approximately 500 milliliters (mL) of liquid-phase <br /> hydrocarbons (LPH) were removed from well VE-1. LPH has not been detected in well VE-1 <br /> ' since April 2007. Consequently, VE-1 has been sampled during quarterly groundwater <br /> monitoring activities since July 2007. The CVRWQCB requested that well VE-1 be included <br /> in all subsequent quarterly monitoring events in a letter dated October 12, 2007. LPH has not <br /> been detected in the other wells installed at the Site on behalf of Sara Lee and its <br /> predecessors. <br /> ' 1.3 Local Geology <br /> The Site is located in the San Joaquin Sub-basin of the San Joaquin Valley Groundwater <br /> Basin. Shallow deposits in this sub-basin consist of alluvium, riverbank, and flood basin <br /> deposits. Sediments encountered in these deposits consist of interbedded sands, silts, and <br /> clays of various thicknesses. Soil borings drilled on and in the vicinity of the Site found <br /> ' sediments indicative of the sub-basin and are primarily clay, silt, sand, and gravel of varying <br /> thicknesses. <br /> Sandy gravel fill was encountered in the former UST excavation at the Site to depths of <br /> ' approximately 10 to 12 feet bgs. Soil encountered in the 15 borings and wells drilled at the <br /> Site in 2007 generally consisted of silt and/or clay with lesser amounts of sand. A silty sand <br /> layer measuring approximately 0.5 to 2.5 feet thick was occasionally encountered in the <br /> borings between approximately 17.5 and 28 feet. <br /> Alternating layers of silt, sandy silt, silty sand, and sand were encountered from 45 feet bgs to <br /> ' a total depth of 82.5 feet bgs at boring MW-71). Sandy gravel was encountered in boring <br /> MW-71) below 82.5 feet bgs. Layers of interbedded sand and silty sand were encountered at <br /> about 45-60 feet bgs, 70-90 feet bgs, and a thin layer around 115-120 feet bgs in the CPT <br /> ' investigation performed in April 2008. <br /> Based on geologic cross-sections prepared by consultants for the Dolly Madison, Chevron, <br /> ' and former Arco sites, the sandy gravel is present beneath the Chevron, and former Arco sites <br /> at depths of approximately 60 to 90 feet bgs (Stratus, 2007; BBL, 2006; Delta, 2000). Sand <br /> and/or sandy gravel layers have been encountered at depths ranging from 105 to 120 feet bgs <br /> ' in borings located at the former Arco and former Texaco sites (Delta, 2000). <br /> 1.4 Local Hydrogeology <br /> ' Shallow groundwater in the San Joaquin sub-basin is found in un-confined and semi-confined <br /> conditions. Shallow groundwater is generally of good quality. However, saltwater intrusion <br /> 1 <br /> Vapor Intrusion Survey <br /> Soil Gas Sampling Report <br /> ' Prepared For:Sara Lee Bakery Gmup,Inc. Prepared By:PSC Industrial Outsourcing,LP <br /> Sam Lce—Lincoln Street\2009-03_31-Soil Gas Sampling Report.doc March 31,2009 <br /> 3 <br />
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