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Winslow 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 property is suitable for continued use of <br /> the on site sewage disposal systems. Due to the depth of the <br /> ground water at the site and the size of the proposed parcels it is <br /> our conclusion that the septic systems are not adversely affecting <br /> the quality of ground water in the area. There were elevated <br /> nitrate readings from the water sample which was obtained from the <br /> well on Parcel 2. A more likely source for the elevated nitrate <br /> level is the agricultural operations 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 /> Very truly yours, <br /> NEIL O. ANDERSON & ASSOC. , INC. <br /> Q�AEESSI <br /> 0.�o AND 9t <br /> Garret R1. bbart, Staff Engineer <br /> QLLJ <br /> 2 ns <br /> No. 19 y <br /> � Exp � <br /> IV <br /> FC <br /> 0 N 1 0. A erson <br /> ,civil Engineer No. 44619 <br /> NOA:gshh <br /> [soils\s9647.rpt] <br /> P. <br />