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CAMBRIA <br /> TECHNICAL RATIONALE FOR PROPOSED SCOPE OF WORK <br /> • The vertical extent of impacted soil and groundwater beneath the site has not been <br /> delineated. <br /> • The lateral extent of impacted groundwater has not been delineated. <br /> • Cambria proposes to install one soil boring adjacent to the USTs and northwestern dispenser <br /> to assess the vertical extent of impacted soil and groundwater. <br /> • Cambria proposes to install three groundwater monitoring wells to determine groundwater <br /> flow direction and gradient and to investigate the lateral extent of impacted groundwater. <br /> WORK TASKS <br /> Permits: Cambria will obtain a well permit from SJCPHS/EHD. <br /> Site Safety Plan: Cambria will prepare a Site Safety Plan for field work. <br /> Utility Clearance: Cambria will mark proposed drilling locations and will clear the locations <br /> through Underground Service Alert prior to drilling. <br /> Site Investigation: One exploratory soil boring (CPT-1) is proposed at the location shown on <br /> Figure 2. The boring will be advanced using cone penetration test (CPT) equipment. The <br /> purpose of this boring is to assess the vertical extent of impacted soil and groundwater identified <br /> in previous investigations in the vicinity of the USTs and the northwestern dispenser. This <br /> boring will be advanced to a depth of 90 fbg. First encountered groundwater, based on quarterly <br /> monitoring, is between 50 to 60 fbg. <br /> Cambria also proposes three hollow-stem auger borings (MW-2 through MW-4), which will be <br /> converted to groundwater monitoring wells, at the locations shown on Figure 2. The purpose of <br /> these wells is to assess the lateral extent of impacted groundwater. Well MW-2 is located north <br /> of the USTs, and wells MW-3 and MW-4 are proposed south of the USTs, in the presumed <br /> downgradient direction,based on information provided by SJCPHS/EHD staff. <br /> A Cambria geologist will supervise the drilling. Soil from boring CPT-1 will be logged <br /> continuously using electronic CPT equipment to a depth of 90 fbg. Soil samples from this boring <br /> 1359 3 <br />