|
Project: California Army NAtional Guard, FMS24 Log of Soil Boring:
<br />Location: Stockton, CA Project Number: 18600251.02041 FMS24SBO9
<br />v
<br />v
<br />PID (ppm)
<br />Q.�
<br />c
<br />a
<br />U
<br />C',
<br />v
<br />Sample ID E c
<br />ea V) G 8hic LITHOLOGY DESCRIPTION BOREHOLE COMPLETION
<br />26
<br />27
<br />28
<br />29
<br />30
<br />31
<br />32
<br />33
<br />34
<br />35
<br />36
<br />37
<br />38
<br />39
<br />40
<br />41
<br />42
<br />43
<br />44
<br />45
<br />46
<br />2870 Gateway Oaks Dr., Ste 159
<br />Sacramento, CA 95833
<br />916.679-2000
<br />.
<br />a:::°
<br />-26
<br />V
<br />CLAYEY SAND (SC), grayish brown (10YR 512), moist, 80% fine
<br />a :'d
<br />sand, 20% fines, poorly graded, no staining or odor.
<br />27
<br />...
<br />... d... G
<br />28
<br />0815
<br />POORLY GRADED SAND (SP), gray (10YR 511), moist, 98% sand;
<br />a:a n a
<br />29
<br />fine to medium, 2% fines, poorly to moderately graded, no staining or
<br />odor.
<br />30
<br />0815
<br />14118
<br />------------------------------ - - - - --
<br />SANDY LEAN CLAY (CL), grayish brown (10YR 512), moist, 70%
<br />�' d
<br />p
<br />31
<br />fines, 30% sand; fine to medium, low plasticity, slow dilatency,
<br />::.
<br />t medium toughness, no staining or odor.
<br />...
<br />tt
<br />------------------------------ - - - - --
<br />32
<br />d
<br />Q '
<br />LEAN CLAY WITH SAND (CL), grayish brown (I OYR 5/2), moist,
<br />::
<br />85% fines, 15% sand; fine, medium plasticity, no dilatency, high
<br />a::da::
<br />33
<br />toughness, no staining or odor.
<br />.. , d , , , d
<br />. d. .d
<br />34
<br />0820
<br />16118
<br />-7 --
<br />----------------- - ---------°o---::.d:::°
<br />SANDY LEAN CLAY (CL), brown (I OYR 414), moist to wet, 60%:::
<br />::: '
<br />35
<br />fines, 40% sand; fine, low to medium plasticity, no dilatency, high
<br />36
<br />toughness, no staining or odor. ,
<br />a::�a::
<br />CLAYEY SAND (SC), dark yellowish brown (10YR 414), wet, 80%
<br />"' '
<br />37
<br />;4 ' ' ; ; ;
<br />y graded, no staining or odor.
<br />sandfine, 20%fines, moderately g
<br />;
<br />aaae
<br />38
<br />0835
<br />15118
<br />39
<br />0900
<br />Q ; ; '
<br />Grades to 85% sand; fine to medium, 15% fines.
<br />-
<br />- ---
<br />°'oda
<br />40
<br />0835
<br />12118
<br />POO; ,Y GRADED SAND WITH CLAY (SP -SC), dark yellowish
<br />1:::
<br />brown (10YR 416), wet, 90% sand; fine to medium, 10% fines, poorly
<br />"' " '
<br />41
<br />to moderately graded, no staining or odor.
<br />42
<br />ett�at
<br />43
<br />44
<br />0$40
<br />1311$
<br />- -
<br />- --
<br />d';dd:i1
<br />..
<br />45
<br />_
<br />CLAYEY SAND (SC), dark yellowish brown (1 OYR 414), wet, 80%
<br />:'.:'
<br />ti sand; fine, 20% fines, poorly graded, no stainingor odor.
<br />P Y
<br />d..:G
<br />'.:.:'::.:
<br />46
<br />-------------------------------- ---'
<br />SANDY LEAN CLAY (CL), brown (10YR 513), wet, 60% fines, 40%
<br />TD= 46.5 feet bgs.
<br />sand, fine, low to medium plasticity, no dilatency, medium toughness,
<br />no staining or odor.
<br />2870 Gateway Oaks Dr., Ste 159
<br />Sacramento, CA 95833
<br />916.679-2000
<br />
|