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tJ <br /> 1 J 6.6 Complete Percolation Test Form (including readings)was provided with REHS <br /> verification signature. The rate was correctly calculated using the last reading. See <br /> i <br /> Appendix for Test Results Form. <br /> Shallow Tests <br /> TEST HOLE PERC0L4J10N RATE <br /> I 1 (Parcel t) 2 in./in. <br /> 2 (Parcel 2) in./in. <br /> F] 3 (Designated Remainder) 11 in./in. <br /> *See Results in Appendix. <br /> Fil 6.7 Discussion of any potential problems predicted and/or the need for an engineered or <br /> alternative septic system. In this area, the soils are classified as Columbia Fine Sandy Loam, <br /> Fli <br /> Columbia Fine Sandy Loam, Channeled, Delhi Loamy Sand, and Merritt Silty Clay Loam. Due <br /> to this classification and percolation rate, a standard septic system similar-to-the-one found on the ' <br /> other homesites would be recommended on Parcels 1, 2, and the-Designated Remainder. <br /> ' 6.8 Discussion of percolation rates in relation to the type, size and location of future leach <br /> fields needed at the site. Based on the results of the percolation rate and the soils profile, it is <br /> �! Dillon& Murphy's opinion that the subject Parcels 1, 2, and Designated Remainder are suited for <br /> a typical on-site sewage disposal system. These systems sho.�r=�p <br /> erled and <br /> installed according to the current San Joaquin County criteria r ic systems. <br /> Based on the depth to groundwater in the area, and the size of the proposed parcel, it is our <br /> pinion on at the installation of any new proposed septic system, if property installed, should <br /> not adversely affect the quality of groundwater in the area. �--- <br /> M <br /> .0 CONCLUSION SECTION <br /> Fs <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 time <br /> F we excavated our test holes and performed the percolation tests. It was assumed that the test <br /> holes and percolation tests results are representative of the subsurface conditions in the general <br /> F1 area. <br /> Our services were performed, our findings obtained, and our conclusions proposed in accordance <br /> F1 with generally accepted engineering principles and practices. The warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and statements of professional opinion do <br /> not constitute a guarantee or warranty, expressed or implied. <br /> P <br /> F <br /> 4 <br /> pJ <br /> F1 <br />