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'PI ERCOLATION TEST DATA SHEETSl�'�/� �I <br /> Project: 2985 Watertown road DALE J. DENN <br /> Percolation # P3 Date percolation test conducted.- <br /> Conducted <br /> onducted:Conducted by: Dale Denn Certification # 3226 <br /> Soil data from percolation test hole: 0-12 sil 10yr 3/1 <br /> Percolation hole depth: 12 Percolation hole diameter: inches <br /> Method of scratching hole sidewall: 1 X 2 with protruding nails <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: 6/21/1320hrs <br /> Maximum water depth above hole during test: 8 inches Time interval: <br /> P3 Depth: 12 in Texture: sil Average perc rate: 22.2 <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 8 <br /> stop 0:22:10 0:22:10 22 0.17 22.17 7 1 1 22.2 <br /> start 0:00:00 8 <br /> stop 0:22:42 0:22:42 1 22 0.70 22.70 7 1 1 22.7 <br /> start 0.00:00 8 <br /> .......................... <br /> stop 0:21:50 0:21:50 21 0.83 21.83 7 1 1 21.8 <br /> start 0:00:00 8 <br /> .......................... <br /> .......................... <br /> stop 0:00:00 7 1 1 <br /> start 0.00:00 8 <br /> stop 0:00:00 7 1 1 <br /> start 0.00:00 8 <br /> stop <br /> 0:00:00 7 1 1 <br /> start 0.00:00 8 <br /> stop 0:00:00 7 1 1 <br />