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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 /> Appendix for Test Results Form. <br /> Shallow Test <br /> PERCOLATION <br /> TEST HOLE DATE RATE <br /> 1 (Parcel 1) 9/2/2019 15.6 min/in. <br /> *See Results in Appendix. <br /> 6.7 Discussion of any potential problems predicted and/or the need for an engineered or <br /> alternative septic system. In this area, the soil is classified as Tokay fine sandy loam. Due to <br /> this classification and percolation rate, a standard septic system similar to the one found on the <br /> other homesites on neighboring properties would be recommended on the parcel. <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 soil profile, it is <br /> Dillon& Murphy's opinion that the subject proposed parcel is suited for a typical on-site sewage <br /> disposal system. The system should be properly designed and installed according to the current <br /> San Joaquin County criteria for standard septic systems. <br /> 7.0 CONCLUSION SECTION <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 we <br /> excavated our test hole and performed the percolation test. It was assumed that the test hole and <br /> percolation test results are representative of the subsurface conditions in the general area. <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 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 /> Q�13 E SS 10N� <br /> MU RPy <br /> Jo urphy <br /> r• i, R. . 45277 <br /> Cr 0.4-,277 <br /> S CIV\\. <br /> lgTF <br /> OF C <br /> 4 <br />