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' Protect TIME OIL - 14000 E HWY 88 LOCKEFORD CA Log of Bonng/Monitoring Well Page 3 of 4 <br /> Boring Location No side of HWY 88 near Beacon Ration Prolect No J0710-001-01 MW <br /> Subcontractor and Equipment MiLchCll Drilling CME75HT Logged By T Brown YY <br /> Sampling Method 2" Split Spoon Sampler Monitoring Device 580E OVM PID Comments <br /> art Date/Time 07/16/96//0810Finish Dale/Time 07/16/96//1000 8-Inch Outside Diameter <br /> Solid Flight Augers <br /> rst Water (BCS) 75 Feel Stabilized Water 1 evel (BGS) 69 93 Feet <br /> $ Sur face Elevation 99 56 Casing Top Elevation 99 34 <br /> _ z Boring Abandoninent/ <br /> DESCRIPTION <br /> LITHOLOGIC <br /> � Well Construction Details <br /> e m ao 7— (color grain size consistency moisture other} <br /> 60 PORTLAND <br /> CEMENT <br /> 61 -- - - GROUT <br /> 62 HYDRATED <br /> DENTONITE <br /> 63--- CHlPS <br /> x` <br /> ^ 50 64 = 2—INCH <br /> 10 � 50 0 SW GRAVELLY SAND, PALE YELLOWISH BROWN (10 YR 6/2) L --Z <br /> PVC <br /> 10 ao <br /> x /4 65 COARSE GRAINED SAND MCASING <br /> MOIST UP TO �, <br /> 66 - 0 25 INCH IN DIAMETER PEBBLES J1 Y z-INCH <br /> NO PETROLEUM ODOR (40 60 0 0) 4;„ SCC 40 <br /> :�-•_ PVC 0 02 <br /> 67 �`ri SCREEN <br /> 68 =—— ,� #:1 SAND <br /> 2769 _ cc <br /> 32 29 _ <br /> 15 . 50 ML CLAY TO CLAYEY SAND DARK GREENISH GRAY (5 GY 4/1) � 4` <br /> 70 _ CLAY DARK YELLOWISH OWISH BROWN (10 YR 4/2) SAND <br /> 71 2 a <br /> FINE GRAINED SAND HARD MOIST TO WET <br /> _ <br />