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6.7 Discussion of Any Potential Problems Predicted and/Or the Need for An Engineered <br /> Or Alternative Septic System: In this area, the soils are classified as Cogna Loam and Archerdale <br /> Clay Loam. Due to this classification and percolation rate, a standard septic system similar to the on/, <br /> found on the other homesites would be recommended on subject parcel. <br /> 6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future <br /> Leach Fields at the Site: Based on the results of the percolation rate and the soils profile, it is e <br /> Dillon& Murphy's opinion that the subject parcel is suited for a typical on-site sewage <br /> disposal systems. <br /> Based on the depth to groundwater in the area, and the size of the proposed parcel, it is our <br /> opinion that the installation of any new proposed septic system, if properly installed, should not <br /> adversely affect the quality of groundwater in the area. <br /> t <br /> 7.0 CONCLUSION SECTION: <br /> i <br /> The conclusions of this report are based on the information provided regarding the proposed <br /> development, the use of the subject property, and the site conditions as they existed at the <br /> time we excavated our test hole and performed the percolation test. It was assumed that <br /> the test hole and percolation test results are representative of the subsurface conditions in the <br /> f general area. <br /> i <br /> Our services were performed, our findings obtained, and our conclusions proposed in accordance <br /> with generally accepted engineering principles and practices. The warranty is in lieu of <br /> all other warranties either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. <br /> C ViIY� 2 ?R. .E.why <br /> I 'T ` 45,277 <br /> w rn; <br /> �! Cif9 7 12 <br /> CIVIL .aP <br /> �i <br /> f <br /> 4 <br /> E <br />