Laserfiche WebLink
6.8 Discussion of Percolation Rates in Relation to the Type, Size and Location of future leach <br /> fields at the site: Based on the results of the percolation rates and the soils profile, it is Dillon& <br /> Murphy's opinion that the subject proposed Parcel 1 and the Designated Remainder are suited for a <br /> typical on-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 opinion <br /> that the installation of any new proposed septic system, if properly installed, should not adversely <br /> M 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 tests results are representative of the subsurface conditions in the general area. <br /> p p <br /> iOur services were performed, our findings obtained, and our conclusions proposed in accordance with <br /> generally accepted engineering principles and practices. This warranty is in lieu of all other warranties <br /> either expressed or implied. Test findings and statements of professional opinion do not constitute a <br /> 1 guarantee or warranty, expressed or implied. <br /> M U RP,y�F� � <br /> [ . _ �� � J urphy <br /> � �7 <br /> 7. <br /> Cr n <br /> 9 30-1� 0 <br /> F. 1 <br /> 1o�� <br /> Q <br /> srclw, <br /> 4 <br /> �� YMMDoc12o1M1oa9WILSUITABILITY STUDY 100510.doc <br />