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1 <br /> t <br /> f July 11, 2001 <br /> Soil Suitability Study (APN 266-020-63) Cont. <br /> Parcel No. 1 had a percolation rate of 30 minutes per <br /> inch. <br /> Two holes were dug on Parcel No.1 to check the <br /> consistency of the soil. As long as two holes were dug, <br /> percolation tests were run on both of them. <br /> Soil Profile: <br /> Parcel No. 1 -Water was encountered at a depth of 7A; <br /> feet. <br /> Recommendations: <br /> Parcel No. 1 - Leach lines with 10,000 Sq. Ft. minimum <br /> usable disposal area is recommended. <br /> Parcel No. 2 - It is recommended that 10,000 Sq. Ft. be <br /> set aside for the existing septic for any-p-o-s-s-0176 <br /> additions. <br /> Engineer's Statement : <br /> A Septic System can be installed and it is not expected <br /> to impact ground water nor cause other health hazards. <br /> Dwain C. Tosch <br /> Attachments: <br /> Detail map <br /> Percolation Field Note Sheet <br /> i <br /> -3- H <br /> i <br />