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Project: TIME OIL - 14000 E HWY 88, LOCKEFORD, CA Log of Boring/Monitoring Well: Page I of 4 Boring Location: Intersection of Cherry St_ & HWY 88 Project No. J0710-001-01 M — Subcontractor and Equipment: Mitchell Drilling, CME75HT Logged By: T. Brown y" Split Spoon Sampler Monitoring Device: 580B OVM PID Comments: Sampling Method- 2" 8-Inch Outside Diameter Date/Time: 07/16/96//1415 Finish Date/Time: 07/16/96//1600 Solid Flight Augers -f First Water (BGS): 72• Feet Stabilized Water Level (BCS) 68.64 Feet p Surface Elevation: 99.40 Casing Top Elevation: 98.98 o r a N Haring Abandonment/ o A = LITHOLOGIC DESCRIPTION Well Construction Details (color, grain size, consistency, moisture, other) ya 0 0-0.5 FOOT = ASPHALT 0.5-1.0 FOOT = BASE GRAVEL 2-INCH ,_ 3 1 LOCKING 2 = - = Box CAP Box a' — TRAFFIC RATED ST. 3 4 4 - - CONCRETE 13 6 --SC— CLAYEY SAND, DARK YELLOWISH BROWN (10 YR 4/2), 13 5 _ - FINE GRAINED SAND, MEDIUM DENSE, 6 - _ - DAMP, NO PETROLEUM ODOR (0,60,0,40) z-INCH SCH 40 — PVC 7 — CASING 15 15 7 2B 0 9 CL SANDY CLAY, PALE YELLOWISH BROWN (10 YR 6/2), 10 FINE GRAINED SAND, MEDIUM DENSE, DAMP, MICACEOUS, NO PETROLEUM j ` 11 ODOR (0,40,0,60) 12 F F z z y U U 15 (AS ABOVE) }=`3 14 1 17 0 14 ra p 22 Z z 15 x o: 16 17 10 N 17 0 19 =__SYV SAND, MODERATE YELLOWISH BROWN (10 YR 5/4), 21 __ MEDIUM TO FINE GRAINED, MEDIUM DENSE, a 28 20 = -=- DAMP, TRACE OF CLAY, MICACEOUS, NO ,•._a --_---- PETROLEUM ODOR (0,95,0,5) l21 ---_- 22 --_ --- 4` 23 =- CLCLAY, PALE YELLOWISH BROWN (10 YR 6/2), MINOR N 19 24 -_- FINE GRAINED SAND, DENSE, DAMP, ROOTLETS 240 PRESENT, NO PETROLEUM ODOR (0,10,0,90) i L30 25 _- --_ -S W 26 28 -_-