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Protect RANCH MARKET Protect No 077 42083 004 Log of Boring/Monitoring Well
<br /> Boring Location 23564 S SANTA FE ROAD, RIVERBANK, CA Drown By S E S MW-9 Subcontractor and Equipment WEST HAZMAT—CME 85 Logged By 0 S
<br /> aphng Method SPLIT SPOON Monitoring Device PID Comments
<br /> Start Dote/Tune 8/8/00 —1000 Finish Date/Time 8Z8/00-1230
<br /> First Water (bgs) . 33 Stabilized Water Level (bgs) —77 16
<br /> MSurface Elevation Top Casing Elevation
<br /> E Boring Abandonment/
<br /> 0c
<br /> ,4 r d Well Construction Details
<br /> LITHOLOGIC DESCRIPTION
<br /> E # y a d (color, grain size, consistency, moisture, other)
<br /> p O C1 41 U
<br /> D
<br /> �w Grass at Surface DQQ
<br /> DOJ
<br /> ¢� SILT, (2 5Y5/3), light alive brown, low plasticity, Dog
<br /> _¢ (0,5,90,5), slow dilatancy, firm, damp, noDOC
<br /> discoloration, no hydrocarbon odor
<br /> 5
<br /> As above, SILT with trace mica
<br /> M 15 (0) t 0
<br /> .218
<br /> 100%
<br /> 0 10 ( )
<br /> Q 19 10 15 As above, SILT sharp contact at 16 feet bgs to
<br /> 100% rown, , , , 00r y
<br /> graded, fine grained, trace gravels to Ip25', no
<br /> ` cementation, damp, no discoloration, no
<br /> 4 h dr carbo ddor
<br /> o
<br /> A a�ove �A�f D
<br /> 23 (15) SILT, (2 5Y 4/4), olive brown, (0,0,95,5), medium
<br /> 0 34 100% plasticity, slow dilitancy, firm, moist no grout Hite
<br /> discoloration, no hydrocarbon odor
<br /> 25 0 0) As above, SILT, with fine sand, (0,1 0,80,10) cchipsnike
<br /> Q 27
<br /> 100% F
<br /> 0 10 2K
<br /> (25) . .
<br /> in 2 40% 3 As above SIT Enoist.
<br /> Sandy GRAVEL, (3YR 4/3) brown, (20,80,0,0),
<br /> fine to medium grained sand, gravel up to 0 5"
<br /> no discoloration, no hydrocarbon odor
<br /> 35
<br /> A Groundwater collected at 37 feet bgs #3 SAND
<br /> 94
<br /> 1 ^
<br /> 40 As above, Sand fine to medium grained
<br /> ' v o SLOUGH VC end
<br /> 1 av cop
<br /> 50% 45 Total Depth of Boring =43' bgs
<br /> d
<br /> 50
<br /> Reviewed By Date q S D6
<br /> SECOR Revised By Date Page 1 of 1
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