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GINI PROPERTY <br /> Page No. 4 <br /> resulting from the proposed parcel split of the subject property are well suited for the <br /> construction of a typical on site sewage disposal system. r In areas where cemented soils <br /> might be encountered, such as Parcel 2,the-use-of dry wells at the end of the leach lines <br /> should be considered. The proposed system however, should be properly designed and <br /> installed according to current San Joaquin County criteria. <br /> It should be noted that the location of each of the percolation tests were chosen as <br /> the most likely location for a disposal field. Although it is not anticipated that soil <br /> conditions vary greatly over the subject project, if the actual location of a proposed disposal <br /> field varies significantly from the test locations, the test data should not be considered <br /> accurate of other locations. <br /> Based on the depth to ground water in the area, and the size of the proposed parcels, <br /> it is our opinion that the installation of the proposed septic systems, if properly installed, <br /> should not adversely affect the quality of the ground water in the area. <br /> VIII LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the <br /> proposed development, the use of the subject property, and the site conditions as they <br /> existed at the time we excavated our test pit and performed the percolation tests. It was <br /> assumed that the test pit and percolation tests results are representative of the subsurface <br /> conditions in the general area. <br /> Our professional services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and practices. This <br /> warranty is in lieu of all other warranties either expressed or implied. Test findings and' <br /> statements of professional opinion do not constitute a guarantee or warranty, expressed or <br /> implied. <br /> s Very truly yours, <br /> NEIL O. ANDERSON & ASSOC., INC. <br /> h. �clVt� <br /> N O. Ande son Pr sident <br /> Civil Engineer No. 44619 <br /> NOA:noa <br /> [soils\s9146.rpt] <br /> ?pERSO <br /> v '1. <br /> D v+ <br /> Z W <br /> Q � <br /> 4SSOG\ <br />