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PERCOLATION TEST DATA PAGE 6 <br /> PROJECT: Fred A. Paulus Project <br /> Date & Time of Initial Filling Date of test: 5-13-91 <br /> of Water: 5-12-91 8 am <br /> Hole #: 1 Depth: 20 ' Hole #: 2 Depth: 18' <br /> Time: H * D T R Time: H * D T R <br /> 8 :00 am 10 ' 0" - - - 9 : 00 am 1010" - - - <br /> 8 : 10 1016" 6" 10 1 . 7 9 : 10 1019" 9" 10 1 . 1 <br /> 8 :20 1018-1/4 8-1/4" 10 1 . 2 9 :20 10 ' 10" 10" 10 1 <br /> 8 : 30 1018" 8" 10 1 . 3 9 : 30 1016-1/4 6-1/4" 10 1 . 6 <br /> 8 : 40 10' 8" 8" 10 1 . 3 9 :40 10 ' 6" 6 " 10 1 . 7 <br /> 8 : 50 1019-1/4" 9-1/4 " 10 1 . 1 9 :50 10 ' 10" 10" 10 1 <br /> 9 : 00 am 10 ' 10" 10" 10 1 . 0 10 : 00am 10 ' 10" 10" 10 1 <br /> Percolation Rate: 1 min per inch Percolation Rate: 1 min per inch <br /> H = Distance from reference mark to water level. (inches) <br /> D = Drop in water level between observations . (inches) <br /> T = Time interval between observations . (minutes ) <br /> R = Rate of percolation (R = T/D) (minutes per inch) <br /> SOIL PROFILE <br /> HOLE # 1 HOLE # 2 <br /> 0 ' - 5 '= Silty 0'-3 ' = Silty <br /> 5 ' -101= Clayey Silty 3'-91 = Silty Sandy <br /> 10 ' -19 '= Silty Clayey 9 '-15 ' = Silty Clayey <br /> 19 ' -20'= Sandy 15'-181= Sandy <br /> REMARKS <br /> * Maintained refills at 10 feet. <br /> TECHNICIAN: G.J. Tucker of AIM TESTING LABORATORY <br />