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Project TIME OIL - 14000 E IIWY 88 LOCKEFORD CA Log of Bormg/Monitoring Well Page 4 of 4 <br /> Boring Location SW corner in alley (near drainage pond) project No J0710-001--01 M <br /> Subcontractor and Equipment Hest Hazmat 1JmlLed Access Rib Logged By T Brown `" 0 <br /> Sampling Method 4 S-PLt SE,oO;, C,uYi},Lei Monitoring Device 580B OVM Pill LornmenLs <br /> / �/ 07/31/96//1415 8-Inch Outside Diameter <br /> Stark Date Time 07 31 96 0815 Finish Date/Time <br /> Solid Flight Augers <br /> First Water (BGS) 71 Feel I <br /> ISLabilized Water Level (BCS) 67 70 Feet <br /> zr F Surface Elevation 10070 Casing Top Elevation 100 51 ' <br /> s z <br /> ZBoring r <br /> � Abandonment/ <br /> _ LITHOLOGIC DESCRIPTION Well Construction Details <br /> J <br /> f� d o a (color gram size consistency moisture other) <br /> 8 90 CLAYEY SAND WITH SOME GRAVEL GREENISH BLACK <br /> 37 - 91-- - _ (�-k Y-L/1)-(.OARSb-'I0-MLDIUM-GRAINED <br /> SAND DENSE SATURATED GRAVEL UP TO ' <br /> 92 - 1 5 INCHES IN DIAMETER NO2-INCH <br /> PETROLEUM ODOR (15 55 0 30) — - SCH 40 <br /> 93 - rte. PVC 0 02 <br /> �?µ SCREEN ' <br /> 94 - _ - UNABLE TO RETRIEVE SAMPLE DUE TO SATURATED`, i <br /> ` /3 SAND <br /> SAND AND PRESENCE OF GRAVEL �=Y <br /> 37 0 95 - - � - <br /> 0 50 <br /> /5 96 <br /> 97-- <br /> 98-- <br /> 7 -98 - ec 7 - PVC <br /> n x END CAP <br /> 99 _ AS ABOVE WITH MINOR GRAVEL GRAVEL UP TO 05 INCH IN <br /> o - DIAMETER (10 55 0 35) <br /> 20 <br /> 13� 15 0 100 - - ' <br /> TOTAL DEPTH OF BORING = 1000 FEET BELOW GROUND SURFACE <br /> 27 101 SAMPLE TO 1010 FEET BELOW GROUND SURFACE <br /> INSTALL GROUNDWATER MONITOR WELL. <br /> 102 <br /> 103 <br /> --104 ---- — <br /> 105 <br /> 106 '107 <br /> 108 <br /> IO ' <br /> 114 <br /> 111 ' <br /> 112 <br /> 113 ' <br /> 114 <br /> IIS <br /> 11G <br /> 117 <br /> 118 <br /> 119 <br /> 12O <br /> S E C ^O� Reviewed by Dale <br /> Revised by Date <br />