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Last modified
3/5/2020 12:23:11 PM
Creation date
3/5/2020 10:27:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0521824
PE
2950
FACILITY_ID
FA0014819
FACILITY_NAME
CSU STANISLAUS / STKN MULTI-CAMPUS
STREET_NUMBER
510
Direction
E
STREET_NAME
MAGNOLIA
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
510 E MAGNOLIA ST
QC Status
Approved
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EHD - Public
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• Sfemental Site Investigation Scoping Document <br /> Pittman Elementary School,Stockton,California <br /> January 23,2004 <br /> Page 7 <br /> from each of the 11 PEA sample locations in three directions (two along the dripline and one away from the <br /> building), a total of 33 new soil sample locations, for determination of the lateral extent of lead <br /> contamination. Soil samples will be collected from 0 to 6 inches and 2.0 to 2.5 feet bgs. Also, the sample <br /> locations around P1, P8, P9, and P20/P21 will have an additional sample collected at 3.5 to 4.0 feet bgs for <br /> vertical extent definition, as elevated concentrations of lead were detected in the sample collected from 2.0 to <br /> 2.5 feet bgs. The samples will be analyzed for lead by EPA Method 6010B. The proposed sample locations <br /> are indicated on Figures 9 and 10,Appendix A. <br /> Samples will be collected at the surface by loosening the soil with a stainless steel shovel. A stainless steel <br /> spoon will be used to place the loose soil into laboratory-supplied glass jars. The deeper subsurface samples <br /> will be collected at each sample location by using a stainless steel hand auger and transferring the soil <br /> directly from the hand auger into laboratory-supplied glass jars. The deeper subsurface samples shall be <br /> archived frozen by the laboratory for potential analyses pending the results of the surface samples. Each jar <br /> will be labeled for sample identification and placed in a cooler chilled with ice. Prior to use at each soil <br /> sample location, all sampling equipment will be decontaminated in the field by washing with a solution of <br /> laboratory-grade, non-phosphate detergent and deionized water and then rinsed. Following soil sample <br /> collection, an equipment blank sample will be collected by running deionized water through the sampling <br /> equipment and collecting the water in appropriate sample containers. The equipment blank sample will be <br /> analyzed for the same constituent as the samples collected with the field equipment. The general sample <br /> locations, sample types, and associated analyses are listed in Table 4, below. The laboratory analytical <br /> methods, detection limits, and associated USEPA Region IX PRG values are presented in Appendix C. <br /> Table 4—Proposed SSI S mpline Prollram Structure Dri lines <br /> Sample Locations De Ihs Numberof Sam les I Matrix I Analyses I Method <br /> 33 locations 11 PEA locations 3 locations per PEA location 0-0.5 and 2-2.5 33 surface, <br /> ( ) 2 feet awa feet bgs 33 intermediate(hold) soil Lead 60108 <br /> 12 locations(4 PEA locations) 3 locations per PEA location 3.5-4 feet bgs 12 deep soil Lead 6010B <br /> 2 feet away) <br /> Second sample locations 2 locations 0-0.5 and 2-2.5 2 shallow, soil Lead 6010B <br /> feet bgs 2 intermediate hold <br /> Equipment blank 1 water Lead 6010E <br /> 3.3 SOIL GAS ANOMALY AT NORTHERN SITE BOUNDARY <br /> Soil gas sampling will be conducted to further investigate and define the presence of 1,3-butadiene in soil gas <br /> identified during the PEA fieldwork. One soil boring with continuous core will be installed to 25 feet bgs at <br /> least 20 feet away from PEA boring VB1 for the purpose of characterizing lithology (Figure 11, Appendix <br /> A). The lithology of that boring will be evaluated to determine from what depths soil gas samples should be <br /> collected. Two additional soil borings will be installed to 25 feet bgs at least 25 feet away from the previous <br /> borings. Soil gas samples will be collected at three depths where lithologies of highest permeablility are <br /> present. One duplicate sample will be collected immediately following the collection of one of the primary <br /> samples. This sample will not be identifiable as a duplicate sample to the laboratories. The duplicate sample <br /> sy; will be prepared in an identical manner and analyzed for the same analytes as its primary counterparts. Soil <br /> gas samples will be collected in laboratory 100%certified clean, six-liter Summa canisters. Soil gas sampling <br /> will be conducted in accordance with the DTSC Advisory—Active Soil Gas Investigations dated January 28, <br /> 2003. In addition, a trip blank sample will be collected by filling a summa canister with ambient air that has <br /> been filtered. The general sample locations, sample types, and associated analyses are listed in Table 5, on <br /> the next page. <br /> CONDOR <br />
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