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Supplemental Investigation Report <br /> BP Oil Site No 11193 <br /> C A M B R I A Stockton, California <br /> October 13, 2000 <br /> As mentioned previously, the Caltrans well is located 315 feet( approximately 100 meters) west of <br /> the site and screens two intervals between 214 feet bgs and 350 feet bgs Based on the east- <br /> northeastward groundwater flow direction on July 14, 2000, the Caltrans well is located upgradient <br /> of the site The Caltrans well has been used for irrigation, however, pumping rates and intervals were <br /> not available and well abandonment was completed for reconfiguration of the Interstate 5 interchange <br /> Due to these conditions, the simplifymg assumptions regarding the Caltrans well are summarized <br /> below <br /> Table B — Caltrans Well Parameters <br /> Parameter Actual . . - <br /> Well Location 315 feet(96 meters)west of site 330 feet (100 meters) <br /> boundary—upgradient based on crossgradient of tanks <br /> 7114/00 water levels <br /> Soil types Interbedded sands and clays to Silty sand to 350 feet bgs <br /> 180 feet bgs, sandstone to 200 <br /> feet bgs, interbedded sands and <br /> clays to 347 feet bgs and <br /> stltstone to 350 feet bgs <br /> Depth below water table to top 200 feet bgs (61 meters) 0 meters—screens top of water <br /> of screen assuming depth to water of 14 table like site monitoring wells <br /> feet bgs <br /> Depth below water table to 336 feet bgs (102 meters) 8 meters — screens to 40 feet <br /> bottom of screen assuming depth to water of 14 bgs like several site monitoring <br /> feet b s wells <br /> Pumping rate Unknown during use, currently None <br /> none due to recent destruction <br /> The fate and transport modeling results indicate that BTEX and MTBE will not migrate to a shallow <br /> well located 100 meters crossgradient of the source area under the assumed conditions (see <br /> Appendix H) The modeling is based on conservation assumptions such as locating the well <br /> crossgradient instead of upgradient of the source, using the maximum hydraulic conductivity <br /> determined for the site and applying this value to the water-bearing zone,basing the screened interval <br /> on the site monitoring well network instead of the deeper interval screened by the Caltrans well, and <br /> does not account for mass removal during TOSCO'S groundwater extraction activities These results <br /> should be reviewed if variation in the groundwater flow direction are noted during monitoring events <br /> 13 <br />