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I%,, 6 . ..or <br /> CONCLUSIONS <br /> Based on the test results and the performance of the existing septic <br /> systems in the area, it is my opinion that the subject parcels are <br /> suitable for the existing and proposed future septic systems . <br /> Per San Joaquin County ordinance , the maximum depth for dry wells <br /> (pits ) is 251 • Since the depth to groundwater is 105 ' ± ,per San <br /> Joaquin County' s semi-annual groundwater report , the dry wells will <br /> be 80± feet above maximum groundwater elevation. <br /> Based on this information , the existing and future septic systems <br /> should not adversly affect the groundwater in the area . <br /> WATER WELL ANALYSIS <br /> Water tests were performed by FGL Environmental <br /> Parcel 1 . DBCP (ug/L) NO3 (mg/L <br /> 0 .25 ; v 160 <br /> Parcel 4. / <br /> 100* <br /> DISCLAIMER <br /> The conclusions discussed in this report are based on the limited <br /> tests and other information which are assumed to be representative <br /> of the area , in general . However , wide variations in soils and other <br /> factors can occur in the same area ; therefore , no warranty of suit- <br /> ability is either expressed or implied . <br /> R. F. Kraetsch <br /> Civil Engineer <br /> CE 12681 <br /> *These exceed the State ' s standard <br /> for public wells , however , there are <br /> no standards for private wells . <br /> alves/ebert <br />