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Proposed Cineplex Site <br /> Soil&Groundwater Sampling Report <br /> Page: 5 <br /> Water Laboratory Sample Results (5-24-00) <br /> Sample TEPH Gas Method 82608 Compounds <br /> I.D. <br /> B-1-H20 NA ND ND <br /> B-2-H20 ND ND ND <br /> 13-3-H2O ND ND 6.4 Chloroform <br /> B-4-H2O ND ND 4.9 Chloroform <br /> 13-5-H2O 0.08 mg/L*diesel ND ND <br /> B-6-H2O 0.18 mg/L*diesel ND 4.2 ggIL Chloroform <br /> 13-7-H2O 0.08 mg/L*diesel ND ND <br /> B-8-H2O ND ND ND <br /> B-9-H2O 0.31 mg/L*diesel ND 3.1 µg/L MTBE <br /> *Weathered—considered old or degraded <br /> Note: ND=Non Detect NA= Not Analyzed <br /> Boring B-1 was drilled near the old Stockton Hotel adjacent to a 5-inch metal cap labeled <br /> gas: <br /> ' p <br /> y.. <br /> 1 <br /> F <br /> `Y <br /> Soil samples were collected from 5 and 15 feet in depth and a groundwater sample from <br /> below 20 feet in depth. Analyses were non-detect for gasoline and the 8260B <br /> Compounds. A sample was collected for oil and diesel but was broken in the lab and not <br /> analyzed. The concern at this location was for gas or white gas used for street lighting. <br /> Boring B-2 was drilled near the Cancun Restaurant and Cudney Auto Supply. Two metal <br /> caps labeled gas and what appears to be a fill and vent pipe are located in the sidewalk at <br /> this location. Soil samples were collected from 10 and 20 feet in depth and groundwater <br /> below 20 feet in depth. All samples were non-detect for gasoline, TEPH (for diesel & <br /> oils) and the 8260B Compounds. <br /> Boring B-3 was drilled near former Dye & Cleaning and Laundry facilities (Figure 3). <br /> Soil samples obtained from 10 and 20 feet in depth were non-detect for the compounds <br /> analyzed. The water sample contained 6.4 µg/L Chloroform. Chloroform can be a <br /> byproduct of chlorination such as for drinking water wells or swimming pools and it can <br /> also be a common laboratory contaminate when city waters are chlorinated. The <br /> concentration is well within drinking water standard. <br />