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Clayton <br /> ENVIRONMENTAL <br /> CONSULTANTS <br /> The monitoring wells will be drilled to an approximate depth of 25 feet below ground <br /> surface (bgs). Clayton will collect soil samples at 5 foot intervals from the monitoring <br /> wells. We anticipate that the groundwater table will be encountered approximately 15 feet <br /> bgs. If groundwater is encountered at depths less than 15 feet bgs, then Clayton will <br /> obtain three evenly spaced soil samples from ground surface to the groundwater table. No <br /> soil sample, below the saturated zone, will be collected for laboratory analysis. To aid in <br /> locating any contamination, Clayton will screen the soil cuttings during drilling using a <br /> photoionization detector (PID), and visual senses to detect petroleum compounds. If <br /> contamination is identified using the PID at depths other than at the specified sampling <br /> depth, Clayton will collect additional samples until groundwater is encountered. <br /> The soil samples will be collected in precleaned brass tubes. The brass tubes selected for <br /> analysis will be sealed with aluminum foil, plastic end caps, and immediately placed in an <br /> iced cooler for shipment to Clayton's state-certified laboratory in Pleasanton, California, <br /> for analysis. Standard chain-of-custody procedures will be followed for handling of soil <br /> samples. <br /> The monitoring wells will be extended at least 10 feet into the first encountered <br /> groundwater and constructed of 2 inch polyvinyl chloride (PVC) casing. Screened casing <br /> will be used extending one to three feet above the water table. Solid casing will then be <br /> installed to the surface. The sand pack will extend 2 feet above the screen. A 1-foot <br /> bentonite seal will be placed on top of the sand pack and the well will be sealed to the <br /> surface using cement grout. A locking cap will secure the well in a Christie box raised <br /> above the surface grade by approximately 1 inch to prevent surface run-off from entering <br /> the well head. <br /> The monitoring wells will be surveyed by a City of Stockton land surveyor using a <br /> surveyed benchmark. The surveyed elevations and locations of the wells will be used to <br /> calculate the local groundwater flow direction and gradient. <br /> 2.3 MONITORING WELL DEVELOPMENT AND SAMPLING <br /> Following completion of the wells the seal in the newly installed wells will be allowed to <br /> set for 72 hours prior to well development. The new wells then will be developed to <br /> increase their yield and to prevent sanding. Well development is accomplished by <br /> removing finer materials from the natural formations surrounding the perforated sections <br /> of the wells. Development of the well can volatilize present contaminants; therefore, the <br /> wells will be allowed to settle for another 72 hours between development and the first <br /> purging/sampling event. <br /> Water samples from the wells will be collected using clean disposable bailers. Water will <br /> be collected in clean laboratory supplied containers and placed immediately into an iced <br /> cooler for transport to Clayton's laboratory for analysis. One trip blank will be furnished <br /> in accordance with Clayton's quality assurance/quality control (QA/QC) program. <br /> The water generated from well development and sampling will be placed into DOT- <br /> approved 55-gallon drums until laboratory results from groundwater samples can be <br /> evaluated to determine the proper disposal method. The drums will be closed, labeled, <br /> and left at the site until the proper method of disposal can be determined based on <br /> laboratory analysis. <br /> 2 <br /> ACTT V E\577R9-00.W PN <br />