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2900 - Site Mitigation Program
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PR0536908
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Last modified
2/24/2020 6:40:29 PM
Creation date
2/24/2020 3:25:59 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0536908
PE
2950
FACILITY_ID
FA0021186
FACILITY_NAME
INDUSTRIAL DRIVE RECEIVERSHIP ESTAT
STREET_NUMBER
248
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
17728020
CURRENT_STATUS
01
SITE_LOCATION
248 INDUSTRIAL DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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D. WELL DEVELOPMENT <br /> Well development will be scheduled a minimum of 48 hours after well <br /> construction completion. Development will consist of pumping with a bladder pump at <br /> a rate of about 1 liter/min together with bailing and surging until groundwater turbidity <br /> is reduced. Well development will be documented on the well development log. (A <br /> sample log is shown in Figure 9.) <br /> Development water will be stored in labeled drums and kept on site until laboratory <br /> results have been received, at which time the groundwater and drums will be disposed <br /> in conformance with appropriate regulations. <br /> E. SOIL SAMPLING FOR CHEMICAL ANALYSES <br /> Four soil matrix borings are planned for two interior areas of the warehouse: <br /> the "concrete patch" area in the southeastern corner, and the "trench drain/concrete <br /> patch area" in the northeastern quadrant of the warehouse. These areas are shown in <br /> Figure 7. Area details are shown in Appendix A. Nominally, five samples will be <br /> collected from each borehole(Le., samples at 5, 10, 15, 20 and 25 ft bgs). PID readings <br /> and physical characteristics will be used to select samples for VOC and TPH-cc <br /> laboratory analyses (identified in Paragraph 4 of this section). If the uppermost soil <br /> sample selected for VOC and/or TPH analysis demonstrates detectable concentrations, <br /> the next lower sample will likewise be analyzed until there is no detectable <br /> concentration or until groundwater is reached. The 5-ft-deep samples will be analyzed <br /> for arsenic and mercury. <br /> The same collection and analysis procedure will be followed for the exterior monitoring <br /> well boreholes, plus one soil sample will be collected in the silt stratum 5 ft below the <br /> bottom of the water-bearing zone. This sample will be submitted to the laboratory and <br /> will be held for potential analysis pending analytical data from soil and groundwater <br /> samples in the same boring. One duplicate soil sample will be collected and analyzed <br /> for every ten submitted for analysis. <br /> Selected soil matrix samples will be analyzed for <br /> • Volatile organic compounds (VOCs) <br /> • Total petroleum hydrocarbons by carbon chain length (TPH-cc) <br /> • Total arsenic and mercury <br /> • Semi-volatile organic compounds (SVOCs) including <br /> polycyclic/polynuclear aromatic hydrocarbons (PAHs/PNAs), <br /> pending TPH-cc analysis <br /> The soil samples will be collected in 6-inch-long brass liners or a polyethylene sleeve <br /> inside the split-spoon sampler of the HSA. The liners/sleeve sections will be sealed <br /> with TeflonTM film, capped and taped, labeled and placed on ice (4C) for transport to <br /> the laboratory. All soil sampling procedures and collection details will be recorded on <br /> the boring logs and field data sheets. Standard chain-of-custody protocols will be <br /> employed for sample identification and transfer of possession. <br />
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