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r� - <br /> Project: TIME OIL - 14000 E HWY 88, LOCKEFORD, CA Log of Boring/Monitoring Well: Page 4 of 4 <br /> Boring Location:S•E. corner, behind station building Project No: J0710-001-01 MW- 8 <br /> Subcontractor and Equipment: Mitchell Drilling, CME75HT Logged By: T. Brown <br /> '�yf r.$ampling Atelhod: 2" Split Spoon Sampler Monitoring Device: 5808 OVM PID Comments: <br /> 8–Inch Outside Diameter <br /> =hart Date/Time: 07/17/96//1145 Finish Date/Time: 07/17/96//1330 <br /> Solid Flight Augers <br /> First Water (BGS): 79 Feet Stabilized Water Level (BGS) 73.65 Feet <br /> Surface Elevation: 101.05 Casing Top Elevation: 100.77 <br /> Boring Abandonment/ <br /> 0 0 <br /> r y LITHOLOGIC DESCRIPTION Well Construction Details <br /> (color, grain size, consistency, moisture, other) <br /> 0 5 <br /> ..7 <br /> 90 <br /> ,SP <br /> 92 2—INCH <br /> SCH 40 <br /> 93 PVC 0.02 <br /> 50 SCREEN <br /> 13� 5Z O 94 CL SANDY CLAY WITH SOME GRAVEL, GREENISH BLACK a a 13 SAND <br /> 95 (5 G 2/1), COARSE TO MEDIUM GRAINED <br /> SAND, STIFF, NO PETROLEUM ODOR h <br /> 96 (20,35,0,45 <br /> 97 <br /> 98 Sp= SAND, GREENISH BLACK (5 G 2/1). COARSE GRAINED, <br /> 212 99 -k STIFF, SATURATED, MINOR GRAVEL, MICACEOUS, <br /> 13 WPVC <br /> 100 <br /> 30 0 NO PETROLEUM ODOR (10,90,0,0) END CAP <br /> 50 ` <br /> – TOTAL DEPTH OF BORING = 100.0 FEET BELOW GROUND SURFACE. <br /> f01 SAMPLE TO 100.0 FEET BELOW GROUND SURFACE. <br /> EE INSTALL GROUNDWATER MONITOR WELL- <br /> 102 <br /> ELL102 <br /> 103 <br /> 104 <br /> 105 <br /> 106 <br /> ' 107 <br /> 106- <br /> 109 OB109 <br /> 110 <br /> 112 <br /> 113 <br /> 114 <br /> 116 <br /> 117 <br /> 118 <br /> i119 <br /> 12a <br /> i.. CR Reviewed by: Date: <br /> S E C O R Revised by: Date: <br />