I <br />( <br />`d <br /># <br />0 <br />a <br />E <br />d <br />a <br />+ <br />LL <br />L <br />d <br />d <br />(0 <br />~ <br />U. <br />C <br />Comments <br />m <br />o <br /> <br />Soil and Rock Description <br />N <br />J <br />U <br />V <br />N <br />Surface: grass. <br />Stiff clayey SILT, scattered organics; brown, moist, low to <br />Roots extend to ±12 inches. <br />1- <br />S-7-1 <br />0.85 <br />medium plasticity, organics consist of fine to medium roots, <br />t <br />il <br />( <br />opso <br /> <br />. <br />2 <br />S-7-2 <br />_ _ _ _ _ _ <br />- _ _ _ <br />Stiff SILT, some sand; brown, moist, low plasticity, fine sand, <br />3_ <br />0.60 <br />(alluvium). <br />4- <br />5- <br />f <br />Loose to medium dense silty SAND; brown, moist, low plasticity <br />silt, fine sand, (alluvium). <br />6- <br />S-73 <br />1 { <br />7- <br />8- <br />i <br />9- <br />1G_ <br />i a . C: <br />Rapid seepage at ±11 feet. <br />11_ <br />1.:.. <br />_ <br /> <br />Medium dense to dense sandy GRAVEL <br />scattered cobbles- <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- 7 <br />Surface Elevation: 399.7 feet (Approx.) Oakleigh Meadows Cohousing <br />Date of Test Pit: January 30, 2013 Eugene, Oregon <br />omments <br />m <br />d <br />LL <br />t <br />m <br />O <br /># <br />d <br />E <br />(A <br />d <br />o <br />0 <br />a <br />a <br />N <br />A <br />V <br />d <br />H <br />L <br />U <br />Surface: grass. <br />Roots extend to ±8 inches. <br />1- <br />0.45 <br />5-8-1 <br />2- <br />0.60 <br />0.70 <br />3 <br />S-8.2 <br />0.25 <br />4- <br />5- <br />6- <br />7 <br />No seepage or ground water <br />encountered to the limit of excavation. <br />8- <br />9- <br />10- <br />11- <br />12- <br />13- <br />14- <br />00 <br />y Soil and Rock Description <br />Medium stiff clayey SILT, scattered organics; brown, moist, low <br />to medium plasticity, organics consist of fine roots, (topsoil). _ <br />Stiff silty CLAY; brown, moist, medium plasticity, (alluvium). _ <br />r Loose to medium dense silty SAND; brown, moist, low plasticity <br />f silt, fine sand, (alluvium). <br /> <br />Medium dense to dense sandy GRAVEL, scattered cobbles <br />?:Q.:. o:. grey-brown, wet, fine to coarse sand, fine to coarse, subrounded <br />to rounded gravel, cobbles up to t8 inches in diameter, <br />Project No.: 2131004 <br />Surface Elevation: 399.9 feet (Approx.) <br />Date of Test Pit: January 30, 2013 <br />Test Pit Log: TP- 8, <br />Oakleigh Meadows Cohousing <br />Eugene, Oregon <br />1468 <br />