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�t'tKI.ULH I IUN 1 t5 I UA I A SHEETS � `/f�'��� � <br /> Project: 4010 Bayside Road, Orono <br /> Percolation # P3 Date percolation test conducted: 10/26/11 <br /> Conducted by: <br /> Soil data from pe�colation test hole: 0-J si4 10yr 3/1 <br /> 9-12 sicl 10yr�f4 <br /> Percolation hole depth: 12 Percolatrorr hole diameter: inches <br /> Method of s�ratchi�g hole sidewall: 1 X 2 wi�k� protrudir�g nails <br /> Depth of pea size gravel in bottom of hole: 2 inches <br /> Depth of initiaf waterfifling: 12 <br /> Method used to rr�aintain at least 12 inet�es of watef ir�hole for at least 4 hours: Manual fill and <br /> - auto siphon. <br /> Date and time of initiai fill: �O125t11 <br /> Maximum water depthabove I�ote durirrgtest: ��r�ches Time interval: �—� <br /> P3 Depth: 12 in Textur�: sfcl Average perc rate: 24.2 <br /> Time Interval Interval Interval Tofal Water Water Water Perc <br /> (min & sec) (minutes) (seconds) ime depth drop drop rate <br /> minute ratio Interval fraction decimal MPI ' <br /> start 0:00:00 g <br /> sto 0:24:10 0:24:10 24 0.17 24.17 7 1 1 24.2 <br /> start 0:00:00- g <br /> sto 0:23:57 0:23:57 23 0.95 23.95 7 1 1 24.0 <br /> start 0:00:00 g <br /> _ __ __ _ _ _ <br /> sto 0:24:20 0:24:20 24 0.33 24.33 7 1 1 24.3 <br /> start 0:00:00 8 <br /> _ _ __ <br /> sto 0:00:00 7 1 1 <br /> start 0:00:00 8 <br /> sto _ _ _ _ 0:00:00 _ _7 ___ 1 1 <br /> start 0:00:00 8 <br /> sto _ _ _ _ 0:00:00 _ 7__ 1 1 <br /> start 0:00:00 8 <br /> sto 0:00:00 7 1 1 <br />