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f � � <br /> 3 � Cardno° <br /> San Joaquin County Environmental Health Department ATC <br /> March 6,2013 <br /> Shaping the Future <br /> SCOPE OF WORK <br /> Planning and Permits <br /> Cardno ATC will obtain permits for the advancement and installation of three temporary soil vapor probes. Cardno <br /> ATC will schedule field personnel and equipment, notify Underground Services Alert to locate underground utilities <br /> as required, and perform other necessary field preparation and job start-up activities. <br /> Installation of Soil Vapor Probes <br /> This task includes mobilization to the site, advancing three soil borings, and completing the borings as temporary <br /> soil vapor probes. The soil vapor probes are planned to be located on site adjacent to enclosed and occupied <br /> structures. At least one soil vapor probe will be located between occupied on site structures and the source of <br /> contamination. Estimated soil vapor probe locations are shown on Figure 2. <br /> Soil vapor probe construction will be performed by a C57 licensed drilling company.The soil vapor probes will be <br /> advanced to approximately five feet bgs using truck-mounted direct-push technology or,where truck access is not <br /> c possible, a rotohammer. Due to the shallow groundwater at the site, soil moisture content will be evaluated in the <br /> field to avoid placing the sampling intervals of the vapor probes in the capillary fringe where groundwater might be <br /> sucked into the sampling equipment. Upon completion of each boring, a temporary vapor probe assembly will then <br /> Y be installed. <br /> 'L Each vapor probe will be constructed using 0.25-inch outer diameter(OD)Teflon tubing fitted with a stainless steel <br /> wire screen tip implant at the base of the vapor probe. The aboveground Teflon vapor probe tip will be fitted with a <br /> swaglok valve for future purging and vapor sample collection. The bottom of the boring around the screen tip and <br /> subsurface assembly will be backfilled with four to six inches of 2/12 Monterey sand and overlain with hydrated ---- <br /> granular bentonite to seal the annular space above the sampling interval to prevent ambient air-intrusion within the <br /> boring annulus. Each aboveground vapor probe assembly will be secured directly below the ground surface and <br /> cove&ith a steel plate. k, <br /> Sampling Methodologyr <br /> oG�y r�in�ItF <br /> In an effort to appropriately conduct soil vapor sampling on site, Cardno AT6 will follow t e guideline established <br /> by the Los Angeles Regional Water Quality Control Board (LA RWQCB), the San Francisco Regional Water Qualityf <br /> Control Board (SF RWQCB), and the Department of Toxic Substances Control (DTSC in documents entitled 7 j� <br /> Advisory—Active Soil Gas Investigations dated April 2012 and Final—Guidance For the Evaluation and Mitigation <br /> of Subsurface Vapor Intrusion to Indoor Air(Vapor Intrusion Guidance)dated October 2011. <br /> Soil Vapor Sample Collection <br /> One complete sample port assembly attached to a typical(but not yet installed)vapor probe assembly will be used <br /> to collect a material blank sample. <br /> x <br /> After each soil vapor probe assembly is complete, all probe assemblies will be allowed to equilibrate before <br /> sampling. Direct-push and rotohammer installed vapor points will be sampled after an equilibration time of no less <br /> than two hours. Once the vapor points have been allowed to stabilize, the above ground sample equipment will be f <br /> assembled. A pressure gauge will be fitted to the three-way sample port assembly to measure..the vacuum while <br /> purging is conducted. The sample port assembly at each vapor point will be subjected to a shut-in test to check for <br /> leaks in the assembly prior to purging and sampling. ' <br /> www.cardnoatc.com <br />