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{ Project TIME OJL - 14000 E HWY 88 LOCKEFORD, CA Log of Boring/Monitoring Well Page 2 of 4 <br /> Boring Location 14000 E HWY 88 (NW CORNER) Project No J0710-001-01 <br /> MW- 5 <br /> Subcontractor and Equipment Mitchell Drilling, CME75HT Logged By T Brown <br /> L. S 111 .] UUtI J.`J.r1t- III ennn noir I IV <br /> Sampling Method P P Y ilomeoring Device w�u n—, t ,u Cur11111er-s <br /> Start Date/Time 07/15/96//0905 Finish Date/Time 07/15/96//1345 8-Inch Outside Diameter <br /> Solid Flight Augers <br /> first Water (BGS) 86 Feet Stabilized Water level (BCS) 77 09 Feet <br /> $ Surface Elevation 99 98 Casing Top Elevation 99 46 <br /> tr $ h B <br /> Boring Abandonment/ <br /> - LITHOLOGIC DESCRIPTION well Construction Details <br /> E m a a (color grain size consistency moisture other) ' <br /> 30 _ <br /> 31 <br /> 3z CL <br /> 33 — <br /> 15 0 34 <br /> 8 23 <br /> 24 SANDY CLAY, MODERATE YELLOWISH BROWN (10 YR 5/4) <br /> 35 <br /> TO DARK YELLOWISH ORANGE (10 YR 6/6) <br /> 36 — MEDIUM TO FINE GRAINED SAND 2-INCII <br /> HARD MOIST NO PETROLEUM SCC qp <br /> _ PVC <br /> 37 ODOR (0 40 0 60) CASING <br /> 38 =_ <br /> IB 39 UNABLE TO RETRIEVE SAMPLE DUE TO LOOSE SAND <br /> 3 23 --_ <br /> 26 <br /> 40 <br /> 41 =_- = a a <br /> ----- z z <br /> --- w w <br /> 43 ----- <br /> X 22 ----- SAND PALE YELLOWISH DROWN (10 YR 6/2) z z <br /> 26 45 ----- MEDIUM TO COARSE GRAINED MOIST a <br /> -_------- NO-PETROI.EUM:O1OR-(0 100 0,0) <br /> 46 <br /> 47 _-_-_-_-_- <br /> 48 0 <br /> /4 000 SANDY GRAVEL, MODERATE BROWN (5 YR 4/4) <br /> 3 4 n <br /> 6 0Q 0 49 pPV COARSE GRAINED SAND MOIST <br /> /6 50 O O NO PETROLEUM ODOR (60 40 0 0) <br /> 000 <br /> 51 000 1 <br /> 000 <br /> 52 O 0 <br /> 0000 <br /> 53 O O ' <br /> 000 <br /> S4 000 <br /> 6 �s 0 000 (AS ABOVE) <br /> 55 <br /> � 000 ' <br /> 56 000 _ <br /> 0 <br /> 57 000 — <br /> sa o00 ' <br /> 0 0 <br /> 0 <br /> 300 59 0 0 0 <br /> fi /5 0 000 (AS ADOVF) <br /> x <br /> x 6Q <br /> Reviewed by Date <br /> S F 1-f C O R Revised by Date <br />