|
t
<br />m
<br />a
<br />m
<br />a
<br />m
<br />t
<br />#
<br />m
<br />2
<br />-
<br />E
<br />t~
<br />F
<br />LL
<br />~
<br />Comments
<br />m
<br />11
<br />c
<br />A
<br />T
<br />Soil and Rock Description
<br />C3
<br />N
<br />J
<br />W
<br />Surface: grass.
<br />5-1-1
<br />Medium stiff clayey SILT, scattered organics; brown, moist, low
<br />Roots extend to ±8 inches.
<br />1-
<br />0.45
<br />/
<br />to medium plasticity, organics consist of fine to medium roots,
<br />((topsoil).
<br />2-
<br />S-7-2
<br />0.66
<br />- -
<br />Stiff silty CLAY; brown, damp to moist, medium plasticity,
<br />3-
<br />s-1-3
<br />0.70
<br />(alluvium).
<br />Medium stiff to stiff sandy SILT; brown, moist, low plasticity, fine
<br />4_
<br />0.55
<br />sand, (alluvium).
<br />
<br />5-
<br />Medium stiff to stiff SILT; brown, moist, low plasticity, (alluvium).
<br />5-1-4
<br />6-
<br />7
<br />Medium dense to dense sandy GRAVEL, scattered cobbles
<br />8-
<br />Q O.
<br />brown-grey, wet, fine to coarse sand, fine to coarse, subrounded
<br />No seepage or ground water
<br />5-1-5
<br />a
<br />to rounded gravel, cobbles up to ±8 inches in diameter,
<br />9-
<br />(alluvium).
<br />encountered to the limit of excavation.
<br />10-
<br />11-
<br />12-
<br />13-
<br />14-
<br />Project No.: 2131004 Test Pit Log: TP-1
<br />Surface Elevation: 402.5 feet (Approx.) Oakleigh Meadows Cohousing
<br />Date of Test Pit: January 30, 2013 Eugene, Oregon
<br />a
<br />m
<br />m
<br />m
<br />#
<br />E
<br />E
<br />o
<br />LL
<br />m
<br />O
<br />N
<br />H
<br />LL
<br />0
<br />Comments
<br />m
<br />CL
<br />E
<br />;
<br />U)
<br />.0
<br />E
<br />Soil and Rock Description
<br />N
<br />J
<br />U
<br />3
<br />U
<br />N
<br />Surface: grass.
<br />Medium stiff clayey SILT, scattered organics; brown, moist, low
<br />Roots extend to ±9 inches.
<br />1-
<br />plasticity, organics-consist of -fine roots, (topsoil).-------------------------
<br />2-
<br />S-2-1
<br />0.95
<br />Stiff to very stiff SILT, trace to some sand; brown, iron-stained,
<br />moist, low plasticity, fine sand, (alluvium).
<br />3-
<br />4-
<br />5
<br />Medium stiff to stiff sandy SILT; brown, iron-stained, moist, low
<br />6-
<br />plasticity, fine sand, (alluvium).
<br />S-2-2
<br />7-
<br />8-
<br />j, I .
<br />Loose to medium dense silty SAND; brown, wet, low plasticity,
<br />10-
<br />fine sand, (alluvium).
<br />11
<br />-
<br />- -
<br />-
<br />Rapid seepage at ±11 feet
<br />- - -
<br />- - - - - - - - - - - - - - - - - - - - -
<br />Medium dense to dense sandy GRAVEL
<br />scattered cobbles-
<br />.
<br />12-
<br />,
<br />grey-brown, wet, fine to coarse sand, fine to coarse, subrounded
<br />to rounded gravel, cobbles up to ±8 inches in diameter,
<br />13-
<br />(alluvium).
<br />14-
<br />Project No.: 2131004 Test Pit Log: TP- 2
<br />Surface Elevation: 399.0 feet (Approx.) Oakleigh Meadows Cohousing
<br />Date of Test Pit: January 30, 2013 Eugene, Oregon
<br />1465
<br />
|