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Project: California Army NAtional Guard, FMS 24 Log of Soil Boring:
<br />Location: Stockton, CA Project Number: 18600251.02041 FMS24SB09
<br />a
<br />PID (plan)
<br />yw m 6
<br />• N o
<br />Z Sample ID F' a m y Gap9l' LITHOLOGY DESCRIPTION BOREHOLE COMPLETION
<br />a
<br />—26
<br />CLAYEY SAND (SC), grayish brown (10YR 5/2), moist, 80% fine
<br />27
<br />send, 20% fines, poorly graded, no staining or odor.
<br />i:a is
<br />27
<br />28
<br />:::p:::'
<br />'e :a e:a
<br />28
<br />29
<br />FMS24SB09-06-NS
<br />0815
<br />'�
<br />POORLY GRADED SAND (SP), gray (10YR 5/1), moist, 98% said;
<br />'c :: Da"
<br />29
<br />fine to medium, 2% fines, poorly to moderately graded, no staining or
<br />...d.:v
<br />... :
<br />30
<br />odor.
<br />e:av:a
<br />"'
<br />30
<br />FM524SB09-06-FD
<br />0815
<br />14/18
<br />31
<br />J' '
<br />SANDY LEAN CLAY (CL), greyish brown (10YR 5/2), moist, 70%
<br />... ° :::
<br />31
<br />fines, 30% sand; fine to medium, low plasticity, slow dilatancy,
<br />:: Oa
<br />a e
<br />t medium toughness, no staining or odor. i
<br />... ...
<br />32
<br />.:::.
<br />------------ ---- -- ------------------ii:Dii:
<br />32
<br />A :::
<br />LEAN CLAY WITH SAND (CL), grayish brown (10YR 5/2), mois4
<br />33
<br />' Q
<br />85% lines, 15% send fine, medium plasticity, no dilate racy, high
<br />33
<br />toughness, no staining or odor.
<br />n : n d n
<br />34
<br />'v:e.°.:e
<br />34
<br />35
<br />_ .__
<br />______________________ __,d::
<br />-------------
<br />v::
<br />�:::e
<br />35
<br />FMS24SB09-07-NS
<br />0820
<br />16/18
<br />• •
<br />SANDY LEAN CLAY (CL), brown (10YR 4/4), moist to wet, 60%
<br />...
<br />36
<br />fines, 40% sand; fine, low to medium plasticity, no ddatency, high
<br />36
<br />toughness, no staining or odor.
<br />..
<br />37
<br />.:::.
<br />' '
<br />CLAYEY SAND (SC), dark yellowish brown (10YR 4/4), wet, 80%
<br />37
<br />Q :::
<br />said; fine, 20% fines, moderately graded, no staining or odor.
<br />38
<br />Q'":::0::,
<br />d:na:e
<br />38
<br />39—PMs24s
<br />FMS24SB09-08-NS
<br />0835
<br />18/18
<br />Q
<br />: d
<br />39
<br />•
<br />1ao9-10-Ns
<br />0900
<br />"::'
<br />Q
<br />Grades to 85%send;fine to medium, l5%5nes.a:::a
<br />'v::
<br />40—FMS24SB09-08-NS
<br />_____________________________________a::
<br />40
<br />0835
<br />12/18
<br />POORLY GRADED SAND WITH CLAY (SP -SC), dark yellowish
<br />I
<br />brown (10YR 4/6), wet, 90% said; fine m medium, 10% fines, poorly
<br />41
<br />41
<br />to moderately graded, no staining or odor.
<br />::: ::::
<br />X/
<br />d:dd:Q
<br />42/
<br />Od::
<br />42
<br />d...d
<br />43
<br />.;::Oa ::
<br />43
<br />e ... v
<br />44
<br />G ... d
<br />44
<br />FM524SB09-09-NS
<br />0840
<br />13/18
<br />_ _
<br />CLAYEY SAND (SC), dark yellowish brown (IOYR 4/4), wet, 80%
<br />45
<br />46
<br />.:
<br />:'.:'..
<br />t sand; fine, 20%fines, poorly graded, no staining m odor. t
<br />____________________________________.
<br />n a d, a
<br />':::;::::
<br />TD= 46.5 feet bgs.
<br />46
<br />SANDY LEAN CLAY (CL), brawn (10YR 5/3), wet, 60% fines, 40%
<br />send; fine, low to medium plasticity, no dilatency, medium toughness,
<br />no staining or odor.
<br />UM2670 Gateway Ods Dr,She 150
<br />8ammevtc, CA 95s33JJ
<br />916-679-2000
<br />
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