Laserfiche WebLink
6.7 Discussion of Any Potential Problems Predicted and/or the Need for An Engineered <br /> or Alternative Septic System: In this area, the soil is classified as Hollenbeck Silty Clay. Due to this <br /> classification and percolation rate, a standard septic system similar to the ones found on the other <br /> homesites in the area and constructed to County standards would be recommended on the proposed <br /> parcels. <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 <br /> Dillon& Murphy's opinion that the subject proposed parcels are suited for a typical on-site sewage G <br /> disposal systems. The systems should be properly designed and installed according to the current San r '' <br /> Joaquin County criteria for standard septic systems. <br /> Based on the depth to groundwater in the area, and the size of the proposed parcels, it is our opinion <br /> that the installation of any new proposed septic systems, if properly installed, should not adversely <br /> affect the quality of groundwater in the area. <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 holes and performed the percolation tests. It was assumed that the test holes 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. This warranty is in lieu of all other <br /> warranties either expressed or implied. Test findings and statements of professional opinion do not <br /> constitute a guarantee or warranty, expressed or implied. <br /> Q?,pFESS10Nq <br /> kp,0�N1 U RP y F� <br /> '. `ID 1 <br /> cU m <br /> LU4K7; *. .E. <br /> phy <br /> DO 9-30-1fi <br /> II, 5277 <br /> d'T�T CIV \- <br /> COQCQ <br /> F OF CR�� <br /> 4 <br /> YADMD0C\2014\1435\SSS Nov 2014.doc <br />