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Project RANCH MARKET Project No 077 42083 004 Log of Boririg/Monitoring Well <br /> Baring Location 23.564 S SANTA FE ROAD, RIVERBANK, CA Drawn By S E S MW-9 <br /> Subcontractor and Equipment WEST HAZMAT—CME 85 Logged BY D S <br /> Sampling Method SPLIT SPOON Monitoring Oevice PID Comments <br /> Start Date/Time 8 8 00 —1000 Finish Dote/rime 8/8/00-1230 <br /> First Water (bgs) —33 Stabilized Water Level (bgs) —77 16 <br /> Surface Elevation- Top Casing Elevation Baring Abandonment/ <br /> z' gF. Well Construction Details <br /> '` in LITHOLOGIC DESCRIPTION <br /> E # CL a c (color, grain size, consistency, moisture, other) <br /> 0 eo <br /> to m a o � 3 <br /> ow 0 Grass at Surface <br /> ¢o SILT, (25Y5/3). light olive brown, low plasticity, <br /> z¢ (0,5,90,5), slow dilatancy, firm, damp, no <br /> discoloration, no hydrocarbon odor <br /> 5 <br /> 12 As above, SILT with trace mica <br /> 0 15 (0) 14 <br /> 1$ 100% <br /> .n <br /> 0 10 <br /> 0 10 (1 0) 15 As above, SILT sharp contact at 16 feet bgs to <br /> 100% brown, , Amor y <br /> =�` graded, fine grained, trace gravels to 0 25', no <br /> cyementation, damp, no discoloration, no <br /> T { AsdaQ ove o or m <br /> o <br /> b �A�I <br /> N,n 16 >< (15)20 SILT, (2 5Y 4/4), olive brown, (0,0,95,5), medium y <br /> =2 23 slow dilitanc , firm, moist no <br /> 100% Bentonite <br /> 34 plasticity, Y grout <br /> discoloration, no hydrocarbon odor <br /> X 25 (10)25— As above, SILT, with fine sand, (0,10,80,10) Bents nate <br /> 0 27 100% <br /> TSV <br /> to (2 5) *; <br /> 24 40% 3 As above, SILT, moi <br /> Sandy GRAVEL, (3YR 4/3) brown, (20,80,0,0), <br /> -- fine to medium grained sand, grovel up to 0 5" <br /> T no discoloration, no hydrocarbon odor <br /> 35- <br /> - <br /> Groundwater collected at 37 feet bgs -; i¢3 SAND <br /> I LO <br /> $ <br /> 40 As obove, Sand fine to medium grained <br /> C <br /> tn x <br /> N SLOUGHc <br /> \PVC <br /> end <br /> 50% Total Depth of Boring =43' bgs <br /> 45 <br /> �t <br /> 50 <br /> R Reviewed By Date 9 cf06 <br /> SECORRevised By Date. Page—Lof_1 <br />