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... <br /> Project: TIME OIL - 14000 E HWY 88, LOCKEFORD, CA Log of Boring/Monitoring Well: Page 4 of 4 <br /> Boring Location:No. side HWY 88, near Beacon Station Project No: J0710-001-01 <br /> Subcontractor 'and Equipment: Mitchell Drilling, CME75HT Logged By: T. Brown — v <br /> 7;-rppiing Method-2" Split Spoon Sampler Monitoring Device. 5808 OVM PID Comments: <br /> " 'Cart Dale/Time: 07/16/96//0840 Finish Date/Time: 07/16/96//1000 8-Inch Outside Diameter <br /> Solid Flight Augers <br /> j_ <br /> First Water (DGS): 75. Feet Stabilized Water Level (BCS) 69.93 Feet <br /> pL Surface Elevation: 99.56 Casing Top Elevation: 99.34 <br /> 11 O Y ]F. <br /> LITHOLOGIC DESCRIPTION Boring Abandonment/ <br /> Well Construction Details <br /> P P <br /> E' m iL o"a (color, grain size, consistency, moisture, other) <br /> N.; <br /> 90 a: <br /> 92 rte' s 2—INCH <br /> SCH 40 <br /> F- 1 PVC 0.02 <br /> 93 : SCREEN <br /> ° 30 ` <br /> s437 5 0 94 SANDY CLAY WITH SOME GRAVEL, GREENISH BLACK - IB SAND <br /> 95 <br /> CL (5 G 2/1), COARSE GRAINED SAND, WET, ' <br /> F >, <br /> PEBBLES UP TO 0.5 INCH IN DIAMETER, <br /> 96 — NO PETROLEUM ODOR (15, 35, 0, 50) <br /> r-. 97 <br /> 98 i= <br /> -, 0 30 �_ <br /> I6�' 30 0 99 PVC <br /> AS ABOVE WITH MINOR GRAVEL (10,40,D,50) END CAP <br /> 41 100 <br /> TOTAL DEPTH OF 13ORING = 100.0 FEET BELOW GROUND SURFACE- <br /> 101 SAMPLE TO 100-0 FEET BELOW GROUND SURFACE- <br /> INSTALL GROUNDWATER MONITOR WELL. <br /> 102 <br /> 103 <br /> f <br /> j---:_ 104 <br /> 105 <br /> 106 <br /> 107 <br /> 108- <br /> 109- <br /> 110- <br /> 112- <br /> 113 <br /> 0810911a112113 <br /> 114 <br /> 116 <br /> I 117 <br /> I` <br /> 116 <br /> 119 <br /> 120 <br /> F �j Reviewed by: Date: <br /> SJJ O 11R� Revised by: Date: <br />