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Sandy Loam at the south end of the project, and in between the two different types <br /> - - - -- <br /> o f <br /> soil is a third type known as Kingon Fine Sandy Loam. Due to the classification, <br /> there should be no potential problems_ or special engineering required on future <br /> septic systems. <br /> VII. CONCLUSION <br /> - Based on the results of the percolation tests and the soil profile, it is Dillon & <br /> Murphy's opinion that the subject property is suited for a typical on-site sewage <br /> disposal system. The system however, should be properly designed and installed <br /> - according to the current San Joaquin County criteria. <br /> Based on the depth to ground water in the area, and the size of the proposed <br /> parcels, it is our opinion that the installation of any new proposed septic system, if <br /> properly installed, should not adversely affect the quality of ground water in the <br /> area. <br /> VIII. LIMITATIONS <br /> The conclusions of this report are based on the information provided <br /> regarding the proposed development, the use of the subject property, and the site <br /> conditions as they existed at the time we excavated our test holes and performed <br /> the percolation tests. It was assumed that the test holes and percolation tests <br /> results are representative of the subsurface conditions in the general area. <br /> Our services were performed, our findings obtained, and our conclusions <br /> proposed in accordance with generally accepted engineering principles and <br /> - practices. This warranty is in lieu of all other warranties either expressed or <br /> implied. Test findings and statements of professional opinion do not constitute a <br /> _ guarantee or warranty, expressed or implied. <br /> r- DILLON & MURPHY <br /> e Murphy <br /> B. 45,277 <br /> 3 <br /> C:/0378 SOILS REPORT 020904 <br />