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N.. .,i <br /> 4• <br /> SOILS (cont) <br /> is a variegated brownish yellow and yellowish brown, weakly cemented <br /> to strongly cemented hardpan. <br /> The most southerly portion of the property is Kingdon Fine Sandy Loam. <br /> Typically, the upper surface layer is a brown fine sandy loam. The <br /> lower surface layer is a grayish brown and brown fine sandy loam. <br /> The upper subsoil is a brown and pale brown fine sandy loam. The <br /> lower subsoil is a pale brown and brown loam and fine sandy loam. <br /> The substratum is a pale brown and light gray fine sandy loam and <br /> sandy loam. <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 use of the existing and proposed septic systemn. <br /> Since the depth to groundwater is 140± feet, based on San Joaquin <br /> County' s semi-annual groundwater report , and the maximum depth of <br /> pits is 25 ' per San Joaquin County ordinance , the existing and proposed <br /> systems are well above the groundwater elevation. <br /> Based on the above information, the existing and proposed septic <br /> systems should not adversly affect the groundwater in the area. <br /> WATER WELL ANALYSIS <br /> The tested well is used for both drinking water and irrigation. <br /> DBCP(ug/L). NO3 (mg/L) <br /> ND 13 <br /> The test results are below State standards for drinking water (test <br /> results are attached) <br /> bezley <br />