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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 have been no incidents to report. (See Appendix) <br /> 3.7 Description of Proposed o"xpected Maximum (including second unit dwellings) septic <br /> tank usage on site. There ar no immediate plans for any dwellings. <br /> 4.0 GROUNDWATER INFORMATION SECTION: <br /> 4.1 Description of the depth and gradieoundwater in the general area: The depth to <br /> ground water in this area is approximate 140 fee ccording to the map of"Lines of Equal <br /> .. Depth to Groundwater" published Spring-,-1999-,by the San Joaquin County Flood Control and <br /> Water 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 are 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 a faucet at the well located <br /> at 22080 Milton Road on August 21, 2009 by Louie Mendez of Dillon &Murphy. <br /> 4.4 Description of constituents being tested for in the water sample: The water samples are <br /> 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 a faucet at the well located at 22080 Milton Road. The <br /> samples were taken by Louie Mendez of Dillon&Murphy, and driven directly to <br /> Precision Enviro-Tech. The samples were taken and handled in accordapoe-w—ith Precisiop <br /> Enviro-Tech requirements. The results from the test can be found in a 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 incl a tGe abave oted <br /> information: The complete chain of custody document is located ' the Appendix. <br /> 5.0 SOIL PROFILE INFORMATION SECTION: <br /> r <br /> 5.1 Site map showing location, with dimensions, of the soil profile pit on the parcel: See <br /> Appendix. <br /> 5.2 Description of soil profile pit including depth and dimensions: The shallow test holes <br /> were prepared per County Standards. The holes were excavated to a depth of 42 inches and <br /> 8 inches in diameter. They were backfilled with 2 inches of"pea gravel." <br /> 2 <br /> c:\0508Soil Suitability Report 092009 <br />