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Project: TIME OIL — 14000 E HWY 88, LOCKEFORD, CA Log of Boring/Monitoring Well: Page 4 of 4 <br /> Boring Location:S.W, corner in alley (near drainage pond) project No: J0710-001-01 M 11 — 1 0 <br /> Subcontractor and Equipment:West Hazmat: Limited Access Rig w <br /> Logged By: T. Bron <br /> Sampling ]Method:2" Split. Spoon Sampler Monitoring Device: 5808 OVM PID Comments: <br /> art Date Time: 07/31/96//0815 Finish Date lime= 07/31/96//1415 8—Inch Outside Diameter <br /> } / / <br /> . >` Solid Flight Augers <br /> First Water (BGS): 7t Feet Stabilized Water Level {BCS) 67.70 Feet <br /> z= o H u E Surface Elevation: 100.70 Casing Top Elevation 100.51 <br /> c v 7- <br /> Boring Abandonment/ <br /> LITHOLOGIC DESCRIPTION W1Cri Details <br /> (color, grain size, consistency, moisture, other) <br /> m 8 so _ CLAYEY SAND WITH SOME GRAVEL, GREENISH BLACK 4 <br /> 13 37 91 0 (5 GY 2/1), COARSE TO MEDIUM GRAINED <br /> — — SAND, DENSE, SATURATED, GRAVEL UP TO R <br /> L J 92 — — — 1.5 INCHES IN DIAMETER; NO 2--INCH <br /> PETROLEUM ODOR (15,55,0.30) SCH 40 <br /> PVC 0.02 <br /> .3 93 — — _ SCREEN <br /> 94 — _ — UNABLE TO RETRIEVE SAMPLE DUE TO SATURATED, � h <br /> 13 SAND AND PRESENCE OF GRAVEL_ ►a SAND <br /> 0 37 0 95- <br /> 50 <br /> 5 <br /> =- /5 96- <br /> 97— <br /> A <br /> 6 97_i 9$ _ _ PVC <br /> END CAP <br /> 99 _ AS ABOVE WITH MINOR GRAVEL, GRAVEL UP TO 0.5 INCH 1 <br /> a — DIAMETER, (10,55,0,35) <br /> _j 13 i 15 0 100 — — <br /> 20 TOTAL DEPTH OF BORING = 100.0 FEET BELOW GROUND SURFACE_ <br /> 27 101 SAMPLE TO 101.0 FEET BELOW GROUND SURFACE. <br /> INSTALL GROUNDWATER MONITOR WELL. <br /> 102- <br /> 103— <br /> t04 <br /> 02103LD4 <br /> 105 <br /> 106 <br /> 107 <br /> 108 <br /> 10 <br /> 110 <br /> 112 <br /> 113 <br /> 114 <br /> 115 <br /> =` 116 <br /> 117 <br /> J,. 118 <br /> 119 <br /> 120 <br /> - Reviewed by: Dale: <br /> SEC 0 R <br /> Revised by: Dale: <br />