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• • <br /> Levine-Fricke-Recon <br /> ENGINEERS,HYDROGEOLOGISTS&APPLIED SGENTISTS <br /> property, and two points on the Lincoln Elementary School property. Additional CPT/PIPP step- <br /> out locations may be needed depending on the chemical data results from the remaining sampling <br /> points. Currently, three additional points have been proposed (15, 16, and 17, as shown on <br /> Figure 1) after review of PIPP sample analytical data obtained from initially proposed sampling <br /> points, and a fourth contingent point between the Exxon Station and World Savings may also be <br /> needed. <br /> The general procedure for each of the CPT borings has been to advance the probe down to the top <br /> of the A/B aquitard, at a depth of approximately 75 to 80 feet bgs, and to use the CPT logs to <br /> identify permeable, saturated intervals within the A-zone aquifer for subsequent PIPP groundwater <br /> sampling. Generally, two to four PIPP groundwater samples have been collected from each boring <br /> for laboratory analysis for VOCs by EPA Method 8010. The preliminary results from the 10 PIPP <br /> locations already sampled are presented in Table 1. Tetrachloroethene (PCE) is the predominant <br /> chemical detected in all samples collected. PCE concentrations range from 18 micrograms per liter <br /> (µg/1) to 9,100 µg/1, with one detection at a concentration of 25,000 µg/l in a sample collected at <br /> depth of 65 bgs from PIPP 100. Lesser concentrations of trichloroethene have also been detected in <br /> the majority of PIPP samples. Cis-1,2-dichloroethene has been occasionally detected at <br /> comparatively low concentrations. Vinyl chloride has not been detected in any of the PIPP <br /> samples. <br /> Schedule <br /> We are currently analyzing the field and laboratory data generated from this additional field work. <br /> Our interpretation of the current data indicates that adequate data now exist, concerning the <br /> distribution of transmissive materials within the A zone along the downgradient boundary of LC, <br /> to begin scheduling the remaining Phase I IRA field work. <br /> Final recommendations for the aquifer testing program will be included as part of an interim data <br /> deliverable forthcoming in January 1997. Whether or not the pending CPT/PIPP locations are <br /> completed in early January, we are planning to conduct the A-zone aquifer test on January 27 <br /> to 31. Groundwater flow modeling based on the aquifer test results will be completed by the end <br /> of February. <br /> Given the above schedule for tests and modeling, we propose to submit the final Phase I IRA <br /> report to the RWQCB on March 28, 1997. The Phase I IRA report will include a summary of the <br /> additional subsurface investigation work and will integrate this data into the conceptual model of <br /> the proposed IRA for the downgradient edge of LC. The Phase I IRA report will also present a <br /> schedule to implement the IRAs and an update regarding the progress of the source investigation <br /> work, as you have previously requested. As described in the IRA Work Plan, Phase II IRA work is <br /> anticipated to begin while the source investigation work is underway. We will still submit the <br /> RWQBSCH.LTR:SRL 3 <br />