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` Water samples from CPT#1 were much higher in both BTEX and TPHg than soil samples (see <br /> attached recap of sample analysis) <br /> • CPT42 yielded soil samples with lower gasoline contamination levels than CPT#l. Groundwater <br /> samples in CPT#2 at or greater than 80 feet bgs. had higher contamination levels than CPT#1 (see <br /> attached recap of sample analysis). <br /> Soil behavior type on both CPT's varied from clays to gravelly sand (see CPT printout attached). It <br /> should.be noted that soil behavior type may differ from actual soil classification. Soil samples were <br /> visually classified as they were removed from the soil sampler. Printout soil behavior types were in <br /> the same range as visual soil classification. <br /> CONCLUSIONS <br /> The UVIF (volts) shown on the CPT printout had no relation to the soil sample analysis for BTEX <br /> or TPHg. The highest of all UVIF readings, at CPT4l@55, was not the highest level by sample <br /> analysis. The UVIF readings may indicate a carbon chain that was not within the scope of the EPA <br /> 602 or EPA 8260 test methods. <br /> The soil profile produced by the CPT's was reflected in the actual soil samples.The CPT soil profile <br /> should be considered acceptable data for any future remediation actions. <br /> The final report on the CPT work will be completed when the Caltrans perm;t for CPT#3 has been <br /> issued and CPT#3 installed(see copy of permit application attached). <br /> Any questions on this report should be directed to Ervin Rifenburg,at Foothill Engineering 209/368- <br /> 9381. <br /> Respectfully submitted, <br /> Foot me S%�, <br /> Rtr�/q� J�� <br /> f C° nr r <br /> Ervin fe g, P, P. ; <br /> cc: Olivarez <br /> 3 <br />