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r <br /> Parcel 1 : Percolation Test Hole had a percolation <br /> rate of 48 minutes per inch and a 12 ,000 Sq.Ft. <br /> minimum usable disposal area is recommended. <br /> Parcel 2 : Percolation Test Hole had a percolation <br /> rate of 43 minutes per inch and a 12 , 000 Sq-Ft. <br /> minimum usable disposal area is recommended. <br /> A soil profile was performed on both parcels . Water <br /> was encountered at 8 ' on Parcel 1 and at 8 ' -2" on <br /> Parcel 2 . Water rose to 7 ' -6" on Parcel 1 and to <br /> 7 ' -8" on Parcel 2 overnight, <br /> Engineer ' s Statement <br /> Septic systems can be installed to the density <br /> proposed and it is not expected to impact ground- <br /> water nor cause other health hazards . <br /> Dwain C.C. Tosch <br /> Attachments : <br /> Detail Map <br /> Percolation Field Note Sheets ( 2 ) <br />