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y Project: TIME OIL - 14000 E HWY 88, LOCKEFORD, CA Log of Boring/Monitoring Well: Page 2 of 4 <br /> Boring Location:S.E_ corner, behind station building Project No: 40710-001-01 M <br /> Subcontractor and Equipment: Mitchell Drilling, CME75HT Logged By: T. Brown —� <br /> Sampling Method: 2" Split Spoon Sampler Monitoring Device: 580B OVM PID Comments: <br /> -i' Rart Date Time: 07/17/96//1145 Finish Date Time: 07/17/96//1330 8-Inch Outside Diameter <br /> / / Solid Flight Augers <br /> -.rst Water (BGS):'7.9 Feet Stabilized Water Level (BGS) 73.65 Feet <br /> Surface Elevation: 101.05 Casing Top Elevation: 100.77 <br /> F G 2 ti >• <br /> r a Boring Abandonment/ <br /> LITHOLOGIC DESCRIPTION well Construction Details <br /> ya• as a a (color, grain size, consistency, moisture, other) <br /> { <br /> 30 <br /> 31 <br /> 32 <br /> 33 <br /> 20 34 <br /> is 45 ° -CL SANDY CLAY, (AS ABOVE) <br /> 50 35 <br /> _ 36 2-INCH <br /> SCH 40 <br /> PVC <br /> 37 <br /> CASING <br /> 38 <br /> 'F63 _ 39 — CLAYEY SAND, PALE YELLOWISH BROWN (10 YR 6/2), <br /> 3 50 MEDIUM TO FINE GRAINED SAND, DENSE, <br /> .. /3 40 — DAMP, NO PETROLEUM ODOR (0,60,0,40). E- <br /> 41 UNABLE TO RETRIEVE SAMPLE DUE TO <br /> LOOSE SAND. � 1Z <br /> 42 1- F. <br /> 43 =--__- <br /> 10 5D 0 44 =SW= SAND, VERY PALE ORANGE (10 YR 8/2) TO A ca <br /> /6 45-7-7-7-7'= DUSKY YELLOWISH BROWN (10 YR 2/2), F <br /> COARSE GRAINED, DENSE, DAMP, NO M0 <br /> 46 =- PETROLEUM ODOR (0,100,0,0) aw w <br /> 47-- <br /> 48 =---_ <br /> 27 49 —_- <br /> 6 m 50 0 50 -_--—_- (A5 ABOVE) <br /> 52 -__- <br />