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' Bank of Stockton - Cutter Lumber Site Page 3 Spring Quarter Groundwater Monitoring Report ' Project No 102 2 July 13, 1998 ' 2.0 GROUNDWATER MONITORING ' The following sections describe the procedures associated with the completion of groundwater monitoring at the site along with documenting the disposal of the well purge water associated with groundwater monitoring activity ' 21 Groundwater Sample Collection ' On June 16, 1998 Del-Tech Geotechnical Services of Oakdale, CA mobilized to the site to complete groundwater monitoring The groundwater monitoring procedure was as follows Upon arrival, each well was opened and the water ' level allowed to equilibrate As each well was opened, and prior to taking the depth to groundwater measurement, a PID organic vapor meter was used to screen for VOC's in the head space of the well The depth to groundwater was ' then measured by lowering an electronically actuated air 1 water interface detector suspended from a polyethylene measuring tape calibrated to the nearest ' 0 01 foot (see groundwater monitoring data sheets in Appendix C) A careful notation made of the depth to groundwater as measured by the device Special effort was made to determine if measurable free phase gasoline was present in MW-6 or MW-7 An electronically actuated oil 1 water interface detector was lie lowered into these wells for this purpose No measurable free product was observed in these two wells. IEach well was pumped by using a Grundfuss submersible pump into the well and lowing it to bottom Well water was containerized in 55 gallon DOT ' approved polyethylene drums, properly labeled, and temporarily stored on-site The rate of well purging was monitored, and each well was purged of at least three casing volumes or until the groundwater parameters (temperature, Iconductivity, and pH) had stabilized indicating that water representative of actual aquifer conditions was entering the well Groundwater parameter stabilization was characterized by three successive readings within 10 percent IAfter the wells had been allowed to recharge to at least 80 percent of their original volume, samples were collected from them using methods described ' below A stainless steel bailer belayed on a clean stainless steel line was used to collect I each sample Bailer cleanliness was verified by collecting a bailer blank (pouring distilled water through the bailer and collecting it in a VOA vial) prior to collecting the analytical sample Before and in between uses, all sampling equipment was washed using a portable steam cleaner Disposable gloves were worn by the sampling technician while collecting all samples The gloves were 2937 Veneman Ave,#B240 Geo-Phase Environmental Inc Phone (209) 569-0293 Modesto, CA 95356 Fax (209) 569-0293