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<br />Comments
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<br />A
<br />Soil and Rock Description
<br />O
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<br />C1
<br />Surface: grass.
<br />S-1-1
<br />Medium stiff clayey SILT, scattered organics; brown, moist, low
<br />Roots extend to ±8 inches.
<br />1-
<br />0.45
<br />to medium plasticity, organics consist of fine to medium roots, i
<br />-
<br />2-
<br />S-1-2
<br />0.66
<br />I
<br />Stiff silty CLAY; brown, damp to moist, medium plasticity,
<br />3_
<br />S-1-3
<br />0.70
<br />liuvlum). f v . _ _ _ _ _ _ _ _ _ _ _ _ _ J
<br />Medium stiff to stiff sandy SILT; brown, moist, low plasticity, fine
<br />0.55
<br />4_
<br />sand, (alluvium). _ _ _ _ _ _ d
<br />5-
<br />Medium stiff to stiff SILT; brown, moist, low plasticity, (alluvium).
<br />S-1-4
<br />6-
<br />:::Q.
<br />Medium dense to dense sandy GRAVEL, scattered cobbles;
<br />8-
<br />brown-grey, wet, fine to coarse sand, fine to coarse; subrounded
<br />S-1-5
<br />0;' o
<br />O
<br />1?
<br />to rounded gravel, cobbles up to t8 inches in diameter,
<br />No seepage or ground water
<br />g
<br />"o,
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<br />(alluvium).
<br />encountered to the limit of excavation.
<br />OF TEST PIT
<br />10-
<br />11-
<br />12-
<br />13-
<br />14-
<br />Project No.: 2131004
<br />Surface Elevation: 402.5 feet (Approx.)
<br />DateofTestPit: January 30, 2013
<br />z
<br />Test Pit Log: TP-1
<br />Oakleigh Meadows Cohousing
<br />Eugene, Oregon
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<br />.
<br />Comments
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<br />F
<br />Soil and Rock Description
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<br />in
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<br />Surface: grass.
<br />Medium stiff clayey SILT, scattered organics; brown, moist, low
<br />Roots extend to t9 inches.
<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 />8-
<br />- - -
<br />-
<br />91
<br />i
<br />- - - - - - - - - - - - - - - - - - - -
<br />- - - -
<br />Loose to medium dense silty SAND; brown, wet, low plasticity,
<br />fine sand, (alluvium).
<br />
<br />- - -
<br />Rapid seepage at t11 feet.
<br />11
<br />
<br />- - - - - - - - - - - - - - - - - - - - - - - - -
<br />Medium dense to dense sandy GRAVEL, scattered cobbles;
<br />12-
<br />y-brown, wet, fine to coarse sand, fine to coarse, subrounded
<br />ounded gravel, cobbles up to t8 inches in diameter,
<br />t
<br />13-
<br />(alluvlu
<br />m).
<br />14-
<br />TTC~ ST PIT
<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
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