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Canepa's Car Wash <br /> 248 E Park Street, Stockton, California <br /> aka: 642 N. Hunter Street <br /> Phase HSite Characterization and July 2, 1994 <br /> Quarterly Groundwater Report (Mary 1994) Page. 4 <br /> 3.3 Well Development and Sampling <br /> The wells were developed until the well water appeared clear of sediment, or until <br /> an appropriate number of well volumes (based upon the ,judgment of the <br /> responsible professional) had been evacuated The water produced during well <br /> development and sampling was containenzed and left on-site in 55-gallon drums, <br /> or other suitable containers for disposal as hazardous waste if deemed necessary <br /> upon receipt of laboratory results Disposal will be the responsibility of the client <br />' unless other arrangements have been made The wells were allowed to stabilize <br /> for twenty-four(24) hours prior to sampling <br />' All soil and groundwater samples were properly labeled with date collected, <br /> project number, sample coordinator, and sample identification Field records <br /> documented the above information and other significant data, such as names of on- <br /> site personnel, sampling methods, date and time of sampling, the number of well <br /> volumes removed before sampling, preservatives added (if any), and any filtration <br /> performed on samples <br /> The samples were refrigerated immediately for delivery to the laboratory by <br />' Greyhound Package Express and were under no circumstances opened by anyone <br /> other than laboratory personnel Chain of Custody records were maintained at all <br /> times (Appendix A&B) <br /> 1 3.4 Soil Sampling <br />' All soil sampling equipment was thoroughly steam-cleaned before and between <br /> sampling to prevent cross-contamination Relatively undisturbed soil samples were <br /> taken at fifteen feet and every five foot interval thereafter in order to evaluate the <br /> subsurface materials The soil samples were taken using a California Modified <br /> Split Spoon sampler with brass liners The sampler was driven continuously by a <br /> 140 pound ware-line hammer repeatedly falling 30 inches The blow counts <br /> necessary to drive the sampler were recorded on the Boring Log for each 6 inch <br /> interval to help evaluate the consistencies of the materials <br />' The laboratory samples did not have head space and were immediately sealed in <br /> their liners using aluminum foil-lined plastic caps All soil samples were properly <br /> labeled with project name/number, date and time collected, sample identification <br />' and analysis requested Samples were additionally sealed in air-tight plastic bags <br /> before being refrigerated for delivery to the laboratory by Greyhound Package <br /> Express, and were under no circumstances opened by anyone other than laboratory <br />