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SOILS (cont) <br /> SW corner Parcel 1 . <br /> The Soils Study indicates that the soil type for this area is <br /> Exeter Sandy Loam . <br /> Typically, the surface layer and the upper part of the subsoil is a <br /> dark brown and brown sandy loam. The central part is a brown sandy <br /> clay loam and loam. The lower part is a brown indurated hardpan. <br /> CONCLUSIONS <br /> Based on the test results , and the performance of other septic sys- <br /> tems in the area , it is my opinion that the subject parcels are suit- <br /> able for use of the proposed septic systems . <br /> Since the depth to groundwater is 1301 +' based on San Joaquin County ' s <br /> I <br /> � <br /> semi-annual groundwater report, and the maximum depth of pits is 25r ' <br /> per San Joaquin County ordinance , the <br /> proposd pits will be well above <br /> the groundwater elevation . i <br /> Based on the above information, the proposed septic systems should <br /> a <br /> not adversly affect the groundwater in the area . <br /> I <br /> WATER WELL ANALYSTS <br /> Currently, there is no functioning well on the property. The water <br /> sample was taken from a domestic stic well easterly of parcel 4. <br /> i <br /> i <br /> J <br /> Test Results : <br /> DBCP (ug/L) NO3 (mg/L) <br /> i <br />` ND 24 <br /> The test results are below the State ' s standards . <br /> i <br /> i <br /> i <br /> i <br /> i <br /> pestana <br />