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! Project TIME OIL - 14000 E HWY 88, LOCKEFORD, CA Log of Boring/Monitoring 'Well Page 1 of 4 <br /> Boring Location S E corner, behind station building Project No J0710-001-01 MW-8� W— g <br /> Subcontractor and Equipment Mitchell Drilling, CME75HT Logged By T Brown ��/� �Y U <br /> mpling Method 2" Split Spoon Sampler Monitoring Device 5806 OVM PID Comments <br /> Start Date/Time 07/17/96//1145 Finish Date/Time 07/17/96//1330 6-Inch Outside Diameter <br /> i Solid Flight Augers <br /> First Water (BGS) 19 Feet Stabilized Water Level (BGS) 73 65 Feet <br /> % u P Surface Elevation 101 05 Casing Top Elevation 10077 <br /> Boring Abandonment/ <br /> = dC o c <br /> y LITHOLOGIC DESCRIPTION well Construction Details <br /> j m a o (color grain size consistency moisture other) <br /> 0 0-0 5 FOOT = SASE GRAVEL <br /> { I 2-INCH <br /> LOCKING <br /> WELL CAP <br /> 2 Te" <br /> Y <br /> TRAFFIC <br /> 3 RATED ST <br /> I <br /> ' � 9 CONCRETE <br /> fi 16 0 4 -SM SILTY SAND, MODERATE BROWN (5 YR 4/4), <br /> 5 FINE GRAINED SAND, DAMP NO <br /> 6 PETROLEUM ODOR (0,55,45,0) 2-INCH <br /> _ SCH 40 <br /> 7 PVC <br /> CASING <br /> 8 — <br /> 12 _ <br />�} 3 15 9 SC CLAYEY SAND, MODERATE BROWN (5 YR 4/4), FINE <br /> GRAINED SAND TRACE OF SILT DAMP <br /> NO PETROLEUM ODOR (0 35 5 60) <br /> 11 = - = UNABLE TO RETRIEVE SAMPLE FOR � C4 <br /> 12 ANALYSIS DUE TO LOOSE SAND F 0 <br /> z z <br /> W w <br /> 13 _ _ - w <br /> e 6 a 23 0 14 SANDY CLAY, PALE YELLOWISH BROWN (10 YR 6/2), U U <br /> 27 -CL z z <br /> 15 __ FINE GRAINED SAND, DAMP 1 ;5 <br /> NO PETROLEUM ODOR (0,40,0 60) E_ a <br /> 16 — per, <br /> 17 <br /> --- <br /> 24 =-SW- SAND, PALE YELLOWISH ORANGE (10 YR 6/6), MEDIUM <br /> ' 6 m40 0 l9 =-_- <br />