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Shallow Test PERCOLATI TEST HOLE DATE RATE I (Parcel 1) May 20,2019 27.7 min/in. *See Results in Appendix. 6.7 Discussion of any potential problems predicted and/or the need for an engineered or alternative septic system. In this area, the soils are classified as Acampo sandy loams, Tujunga loamy sands. Due to this classification and percolation rate, a standard septic system similar to the one found on the other homesites on neighboring properties would be recommended on the proposed parcels. 6.8 Discussion of percolation rates in relation to the type, size and location of future leach fields needed at the site. Based on the results of the percolation rate and the soils profile, i Dillon&Murphy's opinion that the subject proposed parcels are suited for a typical on-site sewage disposal system. The systems should be properly designed and installed according to the current San Joaquin County criteria for standard septic systems. 7.0 CONCLUSION SECTION The conclusions of this report are based on the information provided regarding the proposed development,the use of the subject property, and the site conditions as they existed at the time we excavated our test hole and performed the percolation test. It was assumed that the test hole and percolation test results are representative of the subsurface conditions in the general area. Our services were performed, our findings obtained, and our conclusions proposed in accordance with generally accepted engineering principles and practices. The warranty is in lieu of all other warranties either expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. Murphy R. E. 45277 r U k U R y` � \c z iw r7l; 0. U2tt EXP 9-30-20, S,ti2 11 s� CIV 01 qTF OF C hk-�FO 4