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PERCOLATION TEST DATA PAGE 6 <br /> PROJECT: Raymond Greer Residence <br /> 26414 Lone Tree Road <br /> Escalon, CA <br /> Date & Time of Test: 7-1-91 Date & Time of Test: 7-1-91 <br /> 8 : 00 AM 8 : 05 AM <br /> Hole # : 1 Depth: 1915" Hole # : 2 Depth: 25 ' <br /> Time: H D T R Time: H D T R <br /> 8 : 00 AM maintained - 10 - 8 : 05 AM maintained - 10 - <br /> at 10 ' at 10 ' <br /> 8: 10 AM depth 2 ' 10 . 42 8 : 15 AM depth 1 ' 9 " 10 . 48 <br /> 8: 20 AM 118" 10 . 5 8 : 25 AM 2 ' 3" 10 . 37 <br /> 8: 30 AM 2 ' 1 " 10 . 4 8 : 35 AM 1 ' 10" 10 . 5 <br /> 8 : 40 AM 1 ' 9 " 10 . 47 8 : 45 AM 2 ' 1 " 10 . 4 <br /> 8 :50 AM 2 ' 2" 10 . 38 8 : 55 AM 210" 10 . 42 <br /> 9 : 00 AM 211 " 10 . 4 9 : 05 AM 1 ' 9" 10 . 48 <br /> Percolation Rate : . 4 min per inch Percolation Rate: . 48 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 /> Hole # 1 SOIL PROFILE Hole # 2 <br /> 0-1 Ft= Silty 0-1 Ft= Silty <br /> 1-2 Ft= Silty Clayey 1-2 Ft= <br /> 2-3 Ft= 2-3 Ft= " <br /> 3-4 Ft= 3-4 Ft= Silty Clayey <br /> 4-5 Ft= Sandy Silty 4-5 Ft= 1. <br /> " <br /> 5-6 Ft= 11 to 5-6 Ft= It <br /> " <br /> 6-7 Ft= Clayey Silty 6-7 Ft= Clayey Silty <br /> 7-8 Ft= 11 " 7-8 Ft= " <br /> 8-9 Ft= to 8-9 Ft= " <br /> 9-10 Ft= " " 9-10 Ft= to of <br /> 10-11 Ft= to 91 10-11 Ft= of <br /> to <br /> 11-12 Ft= 11 11-12 Ft= 1. <br /> to <br /> 12-13 Ft= 10 12-13 Ft= Silty Clayey <br /> 13-14 Ft= 13-14 Ft= " <br /> 14-15 Ft= 14-15 Ft= " <br /> 15-16 Ft= 15-16 Ft= " <br /> 16-17 Ft= Clayey 16-17 Ft= Sandy Clayey Silty <br /> 17-18 Ft= 17-18 Ft= 11 <br /> " <br /> 19-1/21 = Sandy 18-22 Ft= Sandy Silty <br /> 22-25 Ft- Sandy <br /> TECHNICIAN: G.J. Tucker of AIM TESTING LABORATORY <br />