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Fry Property <br /> Page 4 <br /> VII CONCLUSION <br /> { Based on the results of the percolation tests, the soil profile holes, and the performance of 4 <br /> the septic systems on and around the subject property, it is our opinion that the subject property { <br /> should be suitable for continued use of the septic systems on the proposed parcel 1 and parcel 2. <br /> Any proposed changes or additions to the existing systems should be properly designed and installed <br /> ' according to current San Joaquin County criteria. <br /> Based on the depth to ground water and the size of the proposed parcel split,it is our opinion <br /> that the operation of the existing septic systems,if properly maintained,should not adversely affect <br /> 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 existing <br /> and proposed development, the use of the subject property, and the site conditions as they existed <br /> at the time we excavated our test holes and performed the percolation tests. It was assumed that the <br /> test holes and percolation test's results are representative of the subsurface conditions in the general <br /> 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 warranty <br /> is in lieu of all other warranties either expressed or implied. Test findings and statements of <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. <br /> Very truly yours, <br /> { FESS <br /> ANCf��.l�,� NEIL O. ANDERSON & ASSOC., INC. j <br /> Co <br /> Exp- <br /> 2245 <br /> Exp. f Garret S.H. Hubbart, Staff Engineer <br /> * �,� <br /> N ' O. Ande on T <br /> Civil Engineer No. 44619 <br /> NOA:gshh <br /> [soilsls9776.rpt] i <br /> [attachments: Appendix] <br /> P y <br /> . a h <br /> z <br /> a � <br /> 4SS p G♦ <br /> P <br /> 6 <br />