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%Napo V <br /> 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, <br /> it is our opinion that the proposed home sites resulting from the <br /> proposed parcel split should be suitable for use of on site <br /> sewage disposal system. Recommended systems should include both <br /> shallow leach lines and dry wells. Any proposed systems should <br /> 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 <br /> of 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 <br /> at the time we excavated our test holes and performed the <br /> percolation tests. It was assumed that the test holes and <br /> percolation tests results are representative of the subsurface <br /> conditions in the general area. <br /> Our professional services were performed, our findings <br /> obtained, and our conclusions proposed in accordance with <br /> generally accepted engineering principles and practices. This <br /> warranty is in lieu of all other warranties either expressed or <br /> implied. Test findings and statements of professional opinion do <br /> not constitute a guarantee or warranty, expressed or implied. <br /> It -VE 31p; . . Very truly yours, <br /> �u NEIL O. ANDERSON & ASSOC. , INC. <br /> c7 2 r^ <br /> Exp: <br /> Exp. _ <br /> FG-F CP4-' ' 1 o. derson <br /> rivil Engineer No. 44619 <br /> NOA:noa <br /> [soils\s9446 . rpt] <br /> pERS0 <br /> s ti <br /> X w <br /> O � <br /> P <br /> 9s5 0 G\ <br />