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A . <br /> Trager Soil Suitability Study <br /> Page No. 4 <br /> been placed. The alternative to and elevated leach pad fill is to design and install a mound <br /> system. If this option is desired our office may be contacted for design services. I. <br /> E, <br /> VII CONCLUSION <br /> Based on the results of the percolation tests, the soil profile, and the performance of the <br /> septic systems in the area, it is our opinion that the proposed homesite resulting from the <br /> proposed parcel split should be suitable for use of on site sewage disposal system with the noted <br /> conditions. The proposed system should be properly designed and installed according to current <br /> San Joaquin County criteria. <br /> Based on the size of the proposed parcels, it is our opinion that the installation of the <br /> proposed septic systems, if properly installed, should not adversely affect the quality of the <br /> t ground water in the area. <br /> VIII LE IITATIONS <br /> The conclusions of this report are based on the information provided regarding the <br /> } existing and proposed development, the use of the subject property, and the site conditions as <br /> they existed at the time we excavated our.test holes and performed the percolation tests. It was <br /> ` assumed that the test holes 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 /> sS31 <br /> �Q 0.D� Very truly yours, <br /> OON NEIL O. ANDERSON & ASSOC., INC. <br /> No.446 <br /> .0 <br /> � Exp � <br /> viv <br /> 3 4'�OF �I <br /> N ' O. Ande n <br /> ivil Engineer No. 44519 <br /> NOA:noa,[soils\s9571.rpt] <br /> §-Dr' <br /> a N <br /> Z "' <br /> G h <br /> I� 4ss o GAP <br /> I <br /> �i <br />