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�' WELLS IN THE AREA OUTSIDE 2000'_RADIUS (1N USS <br /> #5 California Water Service N/A Large Domestic Water Well <br /> @ N. W Corner of Bonnie <br /> Av & Ellis St 2500' West of the Site <br /> and Up Gradient, Depth=542' <br /> CONCLUSIONS FROM THIS RECEPTOR SURVEY <br />' In interviews with the various owners of the wells within the 2000'radius it was determined that all of the <br /> active wells in use are only use for irrigation purposes The Stockton Rural Cemetery reported that they <br />' have hose bibs connected to that irrigation system,but that all the domestic use is on a separate potable <br /> water system from California Water Service. <br />' The active domestic well owned by California Water Service is in use on this date and there are no plans <br /> to remove that well from service The well is outside the 2000'radius at about 2500'west of the site This <br /> location is up gradient from the site and the casing is perforated at 196'to 528' of depth. The spill from <br />' this site would not present a danger to this domestic well. <br /> The site owner, Mrs. Helen Higgins, recalled that the well on the site was used by the business for rug <br /> cleaning in the past.Foothill Engineering inspected the well and found the pump to be disconnected from <br /> a power source. <br />' None of the operating receptors found during this survey are at risk from this spill. <br /> RECOMMENDATIONS <br />' The 4"well on the site is not in use and should be abandon as prescribed by standards of the industry This <br /> well presents a health hazard to the public and that hazard should be removed <br />' DISCLADAER <br /> In conducting this receptor survey the author reviewed all public records on file with the SJCPH and the <br /> DWR that concerned any well work within the 2000'radius of the site that required a permit or a Water <br /> Well Drillers Report.A ground survey of all the properties within the 2000'radius was not conducted to <br /> determine if any wells were constructed without a permit. This survey relied on public records and <br /> personal interviews as described above. <br /> An questions on the for sure should be directed to Ervin Rifenb at Foothill Engineering 209 <br /> Yq �P e]' � t ) <br /> 368-9381 <br /> Respectfully submitted <br /> Foo c� <br /> t� <br /> fErvin Rafen urg, P <br /> IAttachments Area map, /groundwater gradient <br /> 2 <br />