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' Former Manna Pro Site Page 3 <br /> Quarterly Groundwater Monitoring Report <br />' Project No 2012 <br /> April 2,2001 <br /> 2.0 GROUNDWATER MONITORING <br /> The following sections describe the procedures associated with the completion of <br />' groundwater monitoring and ancillary activities at the site <br /> 2.1 Groundwater Sample Collection <br />' On March 13 2001 Del-Tech Geotechnical Services of Oakdale, CA mobilized to the site <br />' to complete groundwater monitoring The groundwater monitoring procedure was as <br /> follows Upon arrival, each well was opened and the water level allowed to equilibrate <br /> As each well was opened, and prior to taking the depth to groundwater measurement, a PID <br /> organic vapor meter was used to screen for VOC's in the head space of the wells which <br /> were to be sampled The depth to groundwater was then measured by lowering an <br /> electronically actuated air / water interface detector suspended from a polyethylene <br /> measuring tape calibrated to the nearest 0 01 foot (see groundwater monitoring data sheets <br /> in Appendix B) A careful notation was made of the depth to groundwater as measured by <br /> the device No measurable free product was observed in the wells <br /> Each well to be sampled was pumped with a dedicated Waterra pump or by inserting a <br /> . submersible Grundfos pump into the well and lowering it to bottom Well water was <br /> containerized in 55 gallon, DOT approved polyethylene drums, properly labeled, and <br /> temporarily stored on-site The rate of well purging was monitored, and each well was <br /> purged of at least three casing volumes or until the groundwater parameters (temperature, <br /> conductivity, and pH) had stabilized indicating that water representative of actual aquifer <br /> conditions was entering the well Groundwater parameter stabilization was characterized <br /> by three successive readings within 10 percent After the wells had been allowed to <br /> recharge to at least 80 percent of their original volume, samples were collected from them <br /> using methods described below <br /> A stainless steel bailer belayed on a clean stainless steel line was used to collect each <br /> sample Bailer cleanliness was verified by collecting a bailer blank (pouring distilled water <br /> through the bailer and collecting it in a VOA vial) prior to collecting the analytical sample <br /> Before, and in between uses, all sampling equipment was washed using a portable steam <br /> cleaner Disposable gloves were worn by the sampling technician while collecting all <br /> samples The gloves were changed between the collection of each sample to reduce the <br /> potential for cross-contamination <br /> Extreme care was exercised while collecting samples to prevent agitation of the water <br /> contained in the bailer Water samples were transferred from the bailer into 1 liter amber <br /> glass bottles and 40 ml VOA vials preserved with hydrochloric (provided by the analytical <br /> laboratory) All samples were checked for head space bubbles, labeled, inserted into foam <br /> holders and placed in an ice chest cooled to 4°C for transport to the laboratory <br /> 2937 Veneman Ave,9113240 Geo-Phase Environmental Inc Phone(209)569-0293 <br /> Modesto,CA 95356 Fax(209)569-0293 <br /> t <br />