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GROUNDWATER ASSESSMENT REPORT <br /> TABLE 9 <br /> MUNICIPAL GROUNDWATER WELTS e <br /> Name Well Location <br /> Well N Depth <br /> UOP Pharmacy Well#3 �T Brookside/Pacific Avenue 510 feet � f <br /> UOP Burns Tower Well#2 Pacific Avenue/Knoles 502 feet <br /> CA Water Service Well#4-01 Ellis/Bonnie Lane 548 feet <br /> CA Water Service Well#18-01 Atlee/Commerce Street 408 feet <br /> CA Water Service Well##26-01 Wyandotte/Commerce Street 405 feet <br /> CA Water Service Well#27-01 Pershing/Telegraph Avenue 400 feet <br /> CA Water Service Well#31-01 La Jolla/Grange Avenue 517 feet <br /> CA Water Service Well#36-01 Manchester/Churchill Street 535 feet <br /> CA Water Service Well#38-01 Commerce North of Essex Street 503 feet ' <br /> CA Water Service Well#47-01 Bianchi East of Bidwell Place 519 feet <br /> CA Water Service Well#49-01 Brookside West of Crown 512 feet <br /> CA Water Service Well#66-01 El Dorado/Ingram Street 510 feet <br /> CA Water Service Well#66-02 El Dorado/Ingram Street 520 feet <br /> Well construction data on the two wells owned by UOP was provided to ESA The well is <br /> located at Pacific Avenue at Brookside Road (referred to as the Pharmacy Well#3) and is <br /> 510 feet deep with the well screened from approximately 225 to 510 feet bgs Water level in this <br /> well is 55 feet bgs According to the well log, shallow groundwater(water table)is separated <br /> from the lower, possibly confined groundwater—bearing zones by over 70 feet of clay"hardpan" , <br /> soils The Burns Tower,Well#2 is located on Pacific Avenue between Fulton and Knoles <br /> Streets This well is 502 feet deep with the well screened from 130 feet to the bottom The water , <br /> table in this location is separated from the lower groundwater bearing strata by about 35 feet of <br /> brown clay The clay unit iii this area(extending from approximately 40 to 110 feet below - - - <br /> ground surface) is expected to form a relatively impermeable aquitard that would diminish a , <br /> vertical groundwater gradient between the water table and lower source aquifer Considering the <br /> consistency of the fine-grained soils encountered by ESA, hydraulic conductivity for the shallow <br /> groundwater may be relatively slow and could range from 1x10-a to Ix10 6 centimeters per - <br /> second or between 10 and 100 feet-per year 3 _ _ �� -r <br /> The information and geologic conditions described above, indicates that contamination, if any, in 4 <br /> the shallow soils would have a very low likelihood of migrating into the—deeper—aquifer <br /> 3 Hunt,Geotechnical Engineering Investigations Handbook,McGraw Hill,New York,New York, <br /> Groundwater Assessment Report 23 ESA 1200252 <br /> September 2003 <br />