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Project TIME OIL - 14000 E HWY 88 LOCKEFORD CA Log of Boring/Monatonng Well Page 3 of 4 Boring Location lnterseetron of Cherry St do HWY 8$ Project Nc J0710-001--01 MW- 7�7nT_ rj Subcontractor and Equipment Mitchell Drilling CME7511T Logged By T Brown _ 1V1 1T Sampling Method 2" Split Spoon Sampler Monitoring Device 580B OVM PH) Comments de tart Date/Time 07/16/96//141 i Finish Dale/Time 07/16/96//1600 8—Inch Ought Diameter _ � Solid Flinch Augers irsl Water (BCS) 72 Feet Stabilized Water Level (BGS) 68 64 Feet h $ Surface Elevation 9940 Casing Top Elevation q8 98 ° F E Boring Abandonment/ LITHOLOGFC DESCRIPTION Well Construction Details eS m {color gram size consistency moisture other}- 60 PORTLAND CEMENT 61 GROUT 62 IIYDRATED DENTONITE 63 =--- - CHIPS r 64-- 2—INCH SCH 40 3 /a 65 _'SW IAS AB1,4; CASING -- UNABLE TO RETRIEVE SAMPIF DUE TO LOOSE SAND T _X, 56 = 2—INC SCH 400 _ PVC 0 02 ?= SCREEN 68 ' /3 SAND 0 75 -- 50 0 69 $ s /4 = }Y GRAVELLY SAND WITH SOME CLAY PALE BROWN 70 -_ -- (5 YR 5/2) COARSE TO MEDIUM ti = 71 GRAINED SAND MOIST UP TO ___--- 1 0 INCH IN DIAMETER PEBBLES Y`r 72 - NO PETROLEUM ODOR (30 50 0 d0) ,- -� 73---- 315 3 0 74 l3 42 -- (AS ABOVE) r 76 - -- - - - 77 -_ _ F vN. 31 -_---___- zn .t 4 32 O (AS ABOVE) 37 UNABLE TO RETRIEVE SAMPLL DUE TO SATURATED 80 -_ GRAVELLY SAND T" 83 m31 84 B i 37 D =_-_- - GRAVELLY SAND bITH SOME CLAY MODERATE s 50 85 _- YEL401YlSEi BROWN (10 YR 5/4) 86 =-_-= COARSE GRAINED SAND SATURATED = - - UP TO 1 INCH IN DIAMETER PEBBLES =s~ $7 - -_ _ NO PETROLEUM ODOR (35 50 0 15) _ 89 -_ - ' AS ABOVE 13FCOM ES DARK YELI OWISII BROWN (10 YR 4/2) 6J400 Al 90 FIFT (30 50 0 20)cq0 - - — — — Reviewed by _ Date S E C O R Revised by Date �Y