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VII CONCLUSION <br /> Based on the results of the percolation tests, the soil profile, and the performance <br /> of the septic systems in the surrounding area, it is our opinion that the new homesite <br /> resulting from the proposed parcel split of the subject property is well suited for the <br /> construction of a typical on site sewage disposal system. The proposed system however, <br /> should be properly designed and installed according to current San Joaquin County criteria. <br /> It should be noted that the location of the percolation test was chosen as the most <br /> likely location for a disposal field. Although it is not anticipated that soil conditions vary <br /> greatly over the subject site, if the actual location of the proposed disposal field varies <br /> significantly from the test location, the test data should not be considered accurate of other <br /> locations. <br /> Based on the depth to ground water in the area, and the size of the proposed parcel, <br /> it is our opinion that the installation of the proposed septic system, if properly designed and <br /> installed, 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 test. 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 /> o QROTESSlO,yVery truly yours, <br /> O.ANDF <br /> NEIL O. ANDERSON & ASSOC., INC. <br /> a No.C r19 <br /> F. <br /> U- <br /> J'p� CIVIC �. <br /> OF O. Anderson, 5�619 <br /> ent <br /> �i�i!I. Engineer No. <br /> NOA:noa <br /> [soils\s9150.rpt] <br /> P pERS0 <br /> 4 <br /> D N <br /> Z W <br /> \O � <br /> \ y S S 0 C <br />