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3500 - Local Oversight Program
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PR0545788
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Last modified
6/15/2020 12:03:50 PM
Creation date
6/15/2020 12:01:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545788
PE
3528
FACILITY_ID
FA0003617
FACILITY_NAME
CAL WEST CONCRETE CUTTINGS INC
STREET_NUMBER
1153
STREET_NAME
VANDERBILT
STREET_TYPE
CIR
City
MANTECA
Zip
95337
APN
22119031
CURRENT_STATUS
02
SITE_LOCATION
1153 VANDERBILT CIR
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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G <br /> File No. 2-91-441-ST <br /> t <br /> r <br /> t <br /> 1 <br /> I� <br /> at approximately 3 feet below the bottom of the excavation (beneath <br /> • the former tank areas) and labeled samples 1, 2, 3 and 4 (location <br /> 1-W-12, 1-E-12, 2-W-12 and 2-E-12 respectively) (Figure 1) . <br /> 'i <br /> The samples were conducted by a hand samplerf and collected in brass <br /> tubes. The ends covered with aluminum foil, plastic caps and <br /> sealed, labeled and placed on blue ice ;�in an ice chest for I <br /> transport to a state certified analytical laboratory with the <br /> chain-of-custody. <br /> } <br /> E <br /> LABORATORY ANALYSES: <br /> I� <br /> The soil samples (1 and 2) were analyzed for Total Petroleum <br /> i <br /> Hydrocarbons as Gasoline (TPHg) , Benzene, Toluene, Ethylbenzene, <br /> Xylene (BTEX) and EPA Methods 7420/7421 and8240. Soil Samples (3 k <br /> f ! <br /> and 4 ) were analyzed for Total Petroleum Hydrocarbons as Diesel <br /> (TPHd) and BTEX. <br /> The results of analysis of the soil samples�lcollected are shown in <br /> Table 1. The locations of the soil samples taken from the i <br /> excavation are shown on the site plan (Figure 1) . The laboratory <br /> testing results by Anametrix, Inc. with chain-of-custody is <br /> iF <br /> attached. <br /> r <br /> FINDINGS: 't <br /> TPHg for sample 1 is 290 milligram per kilogram (mg/kg) , Benzene <br /> and Toluene are (non-detectable) , Ethylbenzene (1.6 mg/kg) , and <br /> SOIL TECH ENGINEERING, INC. <br /> {P Ik <br /> t <br /> 2 I <br /> it <br />
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