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�.1 <br /> CHASE AND FLOYD DUE PROPERTY <br /> PAGE NO. 4 <br /> VII CONCLUSION <br /> Based on the results of the percolation tests, the soil <br /> profile, and the performance of the septic systems in the area, it <br /> is our opinion that the existing and proposed home sites resulting <br /> from the proposed parcel split should be suitable for use of on <br /> site sewage disposal system. Recommended systems should include <br /> both shallow leach lines and dry wells. Any proposed systems <br /> should be properly designed and installed according to current San <br /> Joaquin County criteria. <br /> Based on the depth to ground water in the area, and the size <br /> of the proposed parcels, it is our opinion that the installation of <br /> the proposed septic systems, if properly installed, should not <br /> 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 <br /> provided regarding the existing and proposed development, the use <br /> of the subject property, and the site conditions as they existed at <br /> the time we excavated our test holes and performed the percolation <br /> tests . It was assumed that the test holes and percolation tests <br /> results are representative of the subsurface conditions in the <br /> general area. <br /> Our professional services were performed, our findings <br /> obtained, and our conclusions proposed in accordance with generally <br /> accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test <br /> findings and statements of professional opinion do not constitute <br /> a guarantee or warranty, expressed or implied. <br /> o�Rpf ESSfQ�, <br /> ANQ��l�� Very truly yours, <br /> Z s,, NEIL O. ANDERSON & ASSOC. , INC. <br /> No.416 <br /> J, EXP' <br /> CIVIV <br /> fOFW-- <br /> NeXI 0. A rson <br /> V.vil Engineer No. 44519 <br /> NOA:noa <br /> [soils\s9445 . rpt] <br /> ?pERS0 <br /> s <br /> z � <br /> a F <br /> 9SSQG� <br /> P <br />