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3.6 Discussion of General Area Septic Tank Repair History: Repair history of the septic <br /> tanks in this area reveals that the leach lines and seepage pits have resulted in consistent <br /> performance. There has been only one system failure in the general area. (See Appendix). <br /> — <br /> 3.7 Description of roposed r Ex ectad Maximum ing second unit dwellings) septic <br /> tank usage on site. e�j� ill have only a primary rest ce o second unit dwelling is <br /> planned. Thus, only oneen is anticipated-at-this� - <br /> 4.0 GROUNDWATER INFORMATION SECTION: <br /> 4.1 Description of the depth and gradient of groundwater in the general area: The depth to <br /> ground water in this area is approximately 60 feet according to the map of"Lines of Equal Depth <br /> to Groundwater" published Spring, 1999,by the San Joaquin County Flood Control and Water <br /> Conservation District. The gradient descends from east to west. <br /> 4.2 Description/Discussion of any existing and/or potential groundwater contamination <br /> issues in the general location of the site: The concerns for groundwater contamination in this <br /> area is deemed low due to the depths involved. Insecticides,pesticides, and fertilizers typically <br /> do not impact groundwater at these depths,however, as with any agricultural area,there is <br /> always potential for contamination due to chemicals used in the farming operation. <br /> 4.3 Description of location, type and construction of well and location where water <br /> sample(s) were obtained: Water samples were taken from the well site located at <br /> 1651 Gillis Road on July 5, 2007 by John Schallberger of Dillon&Murphy. <br /> 4.4 Description of constituents being tested for in the water sample: The water samples <br /> .� are being tested for nitrates and DBCP. <br /> 4.5 Description of how sample was obtained, handled,stored, and transported to the lab: <br /> �- The water samples were obtained from the well site located at 1651 Gillis Road. The samples <br /> were taken by John Schallberger of Dillon&Murphy, and driven directly to Precision <br /> Enviro-Tech. The samples were taken and handled in accordance with Precision Enviro-Tech <br /> requirements. The results from the test can be found in the Appendix. <br /> 4.6 Complete Chain of Custody document,including printed and signed name of third <br /> party sampler, condition of sample and date and time the sample was submitted to the <br /> lab. For Laboratory samplers, complete laboratory report to include the above noted <br /> information: The complete chain of custody document is located in the Appendix. <br /> — <br /> 2 <br /> — c:\04118\Soil Suitability Study 0707 <br />