Laserfiche WebLink
•• �6.6 Complete Percolation Test Form (Including Readings) Was Provided With REHS <br /> Verification Signature. The Rate Was Correctly Calculated Using the Last Reading: <br /> See Appendix for Test Result Form. <br /> Shallow - -- <br /> am Urc <br /> PERCOLATION RATE <br /> 25 MIN./IN. <br /> wo 16 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 soils are classified as Columbia fine sandy loam. <br /> Due to this classification and percolation rates, a standard septic system similar to those found on <br /> •- surrounding parcels would be recommended on Parcels 1 &2. <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 rates and the soils profile, it is <br /> Dillon & Murphy's opinion that the subject proposed parcels 1 and 2 are suited for a typical on- <br /> site sewage disposal systems. These systems should be properly designed and installed <br /> according to the current San 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 <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 /> 7.0 CONCLUSION SECTION <br /> 7 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 /> 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 /> 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 <br /> not constitute a guarantee or warranty, expressed or implied. <br /> Q(�OFESS/0N� <br /> M u Rpcc ti Fy <br /> cc <br /> ' uphy <br /> 4 77 . 27 <br /> 7 <br /> .9-3E0 <br /> yt <br /> lF OF C AL�F�Q� 4 <br /> L, c:\0531\Soil Report <br />