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,PERCOLATION TEST DATA SHEETS ��C,��� �I <br /> PROJECT: 4010 Bayside Road, Orono <br /> Percolation # P1 Date percolation test conducted: 1026, 2011 <br /> Conducted by: Swedlund Septic <br /> Soil data from percolation test hole: 0-11 sil 10yr 3/1 <br /> 11-12 sicl 10yr 4/4 <br /> Percolation hote depth: , 12 Percolation hole diameter: inches <br /> Method of scratching hole sidewall: 1 X 2 with protruding naiis <br /> Depth of pea size gravel in bottom of hole: 2 inches <br /> Depth of initial water filling: 12 <br /> Method used to maintain at least 12 inches of water in hole for at least 4 hours: Manual fill and <br /> auto siphon. <br /> Date and time of initial fill: 10/25/11 <br /> Maximum water depth above hole during test: 8 inches Time interval: � <br /> P1 Depth: 12 in Texture: sicl verage perc rate: 18.8 <br /> Time Interval Interval Interval Total Water Water Water Perc <br /> (min & sec) (minutes) (seconds) Time depth drop drop rate <br /> minute ratio Interval fraction decimal MPI <br /> start -0:00:00 , $ <br /> sto 0:19:20 0:19:20 19 0.33 19.33 7 1 1 19.3 <br /> start 0:00:00 8 <br /> _ _ _ __ _ <br /> sto 0:18:55 0:18:55 18 0.92 18.92 7 1 1 18.9 <br /> start 0:00:00 8 <br /> __ <br /> _ ___ _. <br /> sto 0:18:10 0:18:10 18 0.17 18.17 7 1 1 18.2 <br /> start 0:00:00 8 <br /> ___ _ _ <br /> _ _ <br /> sto 0:00:00 7 1 1 <br /> start 0:00:00 8 <br /> ______ ___ _ _ __ <br /> sto 0:00:00 7 1 1 <br /> start 0:00:00 8 <br /> ___ __ _ _ <br /> __ _ <br /> sto 0:00:00 7 1 1 <br /> start 0:00:00 8 <br /> sto __ _ _ 0:00:00 _ 7 __ 1 1 <br />