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Project: TIME OIL - 14000 E HWY 88, LOCKEFORD, CA lag of Boring/Monitoring Well: Page 1 of 4 Spring Location: No. side HWY 88, near Beacon Station Project No: J0710-001-01 M �j r Subcontractor and Equipment. Mitchell Drilling, CME75HT Logged By: T. Brown "' — " Sampling Method: z„ Split Spoon Sampler Monitoring Device: 580B OVM PID Comments-8-Inch Outside Diameter r_xart DaLe/Time: 07/16/96//0840 Finish Date/Time: 07�16�96/�1000 Solid Flight Augers First Water (BGS): 76r Feet Stabilized Water Level (BGS) 69.93 Feet u !7: u Surface Elevation: 99.56 Casing Top Elevation: 99.34 N Boring Abandonment/ <� g o LITHOLOGIC DESCRIPTION well Construction Details Q U m a o (color, grain size, consistency, moisture, other) l= � a 0-0.5 FOOT = ASPHALT 0.5-1.0 FOOT = BASE GRAVEL 2-INCH 1 LOCKING WELL CAP 2 BOX $" ----- TRAFFIC 3 =_= RATED ST_ 18 4 ---- CONCRETE 2 21 0 --SW 24 - SAND, MODERATE BROWN (5 YR 4/4), FINE GRAINED, 5 -m-7-m-7-m- MEDIUM DENSE, DAMP, MINOR SILT, NO ----- PETROLEUM ODOR (0,100,0,0). UNABLE TO 2-INCH 6 7-7-7-7-- RETAIN SAMPLE FOR ANALYSIS DUE TO SCH 40 7 =___= DISPLACED SAND CATCHER. CASING 8 =--_- i' a 14 9 18 0 s --- SAND, GRAYISH ORANGE (10 YR 7/4), FINE GRAINED, _J 10 ___ DENSE, DAMP, NO PETROLEUM ODOR (0,100,0,0) F- --- _ E- a 0 0 a a 12 --7- --- f- F 13 - w w U U .I 14 224 0 14 50 -SC- CLAYEY SAND, PALE YELLOWISH BROWN (10 YR 6/2), Z z 1 /5 15 FINE GRAINED SAND, DENSE, DAMP, a 457:- TRACE OF SILT, NO PETROLEUM a a 16 =----_- ODOR (0,50,10,40) 17 27 19 =-=SW= SAND, PALE YELLOWISH BROWN (10 YR 6/2) TO GRAYISH 13 40 0 =--- ORANGE (10 YR 7/4), MEDIUM TO FINE GRAINED, 20 - - DENSE, DAMP, NO PETROLEUM ODOR (0,100,0,0) 21 23 ------_-- 24 24 14 3 34 0 =_-__ (AS ABOVE) 44 25 - 26 -- -- 27 -__-_ 28 ' 13 26 12 29 --___-- (AS ABOVE) 30 30 --__- i Reviewed by_ Dale: S E C O R Revised by: Date: