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PID BLOW SAMPLE WC3 WELL
<br /> /6. yp• DESCAIP TION CONST.
<br /> O �PPmv)
<br /> :Q °
<br /> 2 O
<br /> ML SILT: dark brown, dry, trace clay a
<br /> •o0.
<br /> 4 As above, little charred material ..o
<br /> \ °
<br /> 4 4 �� °° 0
<br /> � o• •o
<br /> .Q e
<br /> 6 2 SANDY SILT: dark brown, moist, fine °
<br /> 0 1 sand, coarse cobbles, fill material. '•'
<br /> 3 FILL trace rust. 107 debris, 907 soil. o'
<br /> 3 FILL: ceramic, glass, fine sand,
<br /> 10 0 3 metallic slag, moist to wet. 857
<br /> 2 debris, 157 soil.
<br /> 12 2 SAND: fine sand, glass, nails, rust
<br /> 2 107 debris, 907 soil.
<br /> 2 16291
<br /> 00
<br /> r
<br /> 14—
<br /> W
<br /> W 1 -
<br /> z_ 1 16292 ML SILT: brown, moist, little sand. _ ; 4
<br /> x
<br /> 16 1.
<br /> W 0 2 SP SAND: light brown, moist fine, poorly
<br /> 2 graded, trace glass
<br /> 18 3 16293 ML SANDY SILT: dark brown, moist, fine sand"' 3
<br /> 2 SM SILTY SAND: dark brown, moist, fine sand::: _
<br /> 20 2 ML SANDY SILT: brown, saturated, fine sand '".
<br /> 1 -
<br /> 2 =
<br /> 22-
<br /> 1 SILT: brown, saturated, little fine sand:
<br /> 24 2 trace wood fiber, rust mottle
<br /> 4 =
<br /> 1 SM SILTY SAND: brown, saturated, fine sand
<br /> 26 5
<br /> 5 ML SILT: brown, wet
<br /> SP SAND: grey, saturated, predominately =
<br /> 28 subrounded medium sand, little fine =
<br /> sand =
<br /> SCREEN: 2-inch PVC, .01-inch slots, 14
<br /> 30 29 feet.
<br /> BLANK: 2-inch PVC, 14 ft. to surface
<br /> SAND: 0/30, 12-29 feet
<br /> 32 BENTONITE: pellets, 8-12 feet
<br /> GROUT: neat cement w 3-57 bentonit'e, :0-9 feet
<br /> Logged 9/21/88 by J. Ludlow
<br /> Water encountered 19 feet, 9: 10 a.m.
<br /> Water measured at 18.5 ft. , with auger, 9:35 a.m.
<br /> k" KLEINFELDER • LOG OF BORING # MW-1 PLATE
<br /> . CITY OF LODI LANDFILL
<br /> rPROJECT NO. 24-2104-30 LODI, CALIFORNIA
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