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WORK PLANS_FILE 1
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2900 - Site Mitigation Program
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PR0505148
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WORK PLANS_FILE 1
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Last modified
2/5/2020 7:12:43 PM
Creation date
2/5/2020 2:50:18 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0505148
PE
2950
FACILITY_ID
FA0003950
FACILITY_NAME
SJ COUNTY GARAGE
STREET_NUMBER
130
Direction
N
STREET_NAME
HUNTER
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
130 N HUNTER ST
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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TECHNICAL APPROACH SUMMARY <br /> The objectives of this proposed scope of work are to further define the extent of soil contamination <br /> and to determine if groundwater is impacted beneath the site. To achieve these objectives , soil <br /> and groundwater samples will be collected for laboratory analysis from 3 Geoprobe soil borings. <br /> The three borings will be located at the south ends of both former USTs and adjacent to the <br /> former dispenser island . Soil samples previously collected from these locations exhibited the <br /> highest concentrations of gasoline hydrocarbons. <br /> Each soil boring will be advanced to the groundwater table at a depth of approximately 35 feet. <br /> During drilling , soil samples will be collected at five-foot intervals for logging , field screening with a <br /> PID , and possible laboratory analysis. <br /> From each soil boring , a groundwater sample will be collected through the rods of the Geoprobe. <br /> Prior to groundwater sampling , groundwater from each of the borings will be hand purged . The <br /> volume of groundwater purged will depend on the strength of groundwater recharge. Following <br /> purging , groundwater samples will be collected from the borings using a bailer. <br /> Each of the soil borings will be abandoned using neat cement grout. The boreholes will be filled <br /> with grout from the bottom using a tremie pipe. Following borehole abandonment, the surface <br /> pavement will be restored . <br /> Based on field observations and PID measurements, approximately three soil samples per boring <br /> and all of the groundwater samples will be submitted for laboratory analysis. Additional soil <br /> samples may be submitted for analysis, if required to adequately characterize the site. Field <br /> observations and sample selection will be reviewed with the PHS/EHD inspector, prior to sample <br /> submittal to the lab . <br /> Each soil and groundwater sample will be analyzed for Total Petroleum Hydrocarbons (TPH)-as- <br /> gasoline, benzene, toluene, ethylbenzene, xylenes (BTEX) , methyl tertiary butyl ether (MTBE) , di- <br /> isopropyl ether (DIPE) , ethyl tertiary butyl ether (ETBE) , tertiary amyl methyl ether (TAME) , and <br /> tertiary butanol (TBA) by EPA Method 8260B , and for TPH-as-diesel , TPH-as-motor oil and TPH- <br /> as-kerosene by EPA Method 8015M . The soil samples collected from the soil boring adjacent to <br /> the former dispenser will also be analyzed for total lead by EPA Method 6010 . All laboratory <br /> analyses will be performed on standard turn-around . <br /> Results of the proposed work will be documented in a Preliminary Investigation and Evaluation <br /> Report (PIER) . The PIER will be prepared and stamped by a state of California Registered <br /> Geologist. Copies will be submitted to PHS/EHD and RWQCB . The PIER could be submitted as <br /> early as November 2000. <br /> 3 <br />
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