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Project TIME OIL - 14000 E H YY 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 MW- 6 <br /> W_ �+ <br /> Subcontractor and Equipment Mitchell Drilling CME75HT Logged By T Brown —J <br /> 1�/� YY (] <br /> Sampling Method 2' Split Spoon Sampler Monitoring Device 5808 OVM PID CommenLs <br /> Start Date/Tire 0716/96//0840 Finish Date/Time 07/16/96//1000 6-Inch Outside Diameter <br /> Solid Flight Augers <br /> First Water (BGS) 75 Feet - Stabilized Water Level (BGS) 69 93 Feet ' <br /> Surface Elevation 9956 Casing Top Elevation 99 34 <br /> $ E <br /> Y LITHOLOGIC DESCRIPTION goring AbucLionnenaL <br /> Well Construction Dclails <br /> E9 m d o 7 (color grain size consistency moisture other) <br /> —— 90 <br /> 92 Jam, 2-INCH ' <br /> G^ SCII 40 <br /> PVC 0 02 <br /> 93 <br /> ¢ 30 <br /> 16 <br /> 0 gq SANDY CLAY WITH SOME GRAVEL GREENISH BLACK `;kms- ` 13 SAND <br /> d5 <br /> CL (5 G 2/1) COARSE GRAINED SAND WET <br /> 95rn` <br /> PEBBLES UP TO 0 5 INCH 1N DIAMETER ' > <br /> 96 — NO PETROLEUM ODOR (15 35 0 50) s <br /> 98 <br /> S30 994 <br /> PVC <br /> 160 30 O AS ABOVE WITH MINOR GRAVEL (10,40 0 50) � Erre CAP <br /> Y 41 100 ' <br /> TOTAL DEPTH OF BORING = 1000 FEET BELOW GROUND SURFACE <br /> 101 SAMPLE TO 100 0 FEET BELOW GROUND SURFACE <br /> INSTALL GROUNDWATER MONITOR WELL. <br /> 102 <br /> 103 <br /> 104 <br /> —=105 ---- — <br /> 106 ' <br /> 107 <br /> 108 '10 <br /> 110 '11i <br /> 112 <br /> 113- <br /> 114 <br /> 13 114 <br /> 115 ' <br /> 116 <br /> 117 ' <br /> 116 <br /> 119 <br /> 120 <br /> � <br /> j Reviewed by Date <br /> S L C O R Revised by Date <br />