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A summary of the test results is presented next : <br /> Diameter of Depth of <br /> Test No Hole ( in. ) Hole ( in. ) Percolation Rate (min/in) <br /> PT-1 8 36 167 <br /> PT-1 8 240 1 . 4 <br /> PT-2 8 42 0 . 9 <br /> PT-3 8 42 2 . 4 <br /> PT-4 8 42 2 . 1 <br /> For approximate location of both the test pit and percolation <br /> test please see the Tentative Parcel Map in the Appendix. <br /> VII CONCLUSION <br /> Based on the results of the percolation tests and the soil <br /> profiles , it is our opinion that proposed homesites and barn at <br /> percolation test locations 3 , 4 , and 5 are well suited for <br /> installation of typical septic tank and leach line sewage disposal <br /> systems . Based on the results of the shallow and deep percolation <br /> tests and the soil profile , it is our opinion that the homesite at <br /> percolation test location 1 is well suited for the use of a septic <br /> tank, leach line and dry well ( 20 foot deep ) sewage disposal system. <br /> Based on the depth to ground water in the area it is our <br /> opinion that the installation of the proposed septic systems , if <br /> properly installed , should not adversely affect the quality of the <br /> ground water in the area. <br /> VIII LIMITATIONS <br /> The conclusions of this report are based on the information <br /> provided regarding the existing and proposed development and use <br /> of the subject property and on the site conditions as they existed <br /> at the time we excavated our test pits and performed the <br /> percolation tests . It was assumed that the test pit and <br /> percolation test results are representative of the subsurface <br /> conditions in each of the general areas . <br /> �pERSO <br /> 4 v ti <br /> D � <br /> Z W <br /> O � <br /> gSSOG� <br /> P <br />