r <br />U <br />0 <br />Comments <br />. <br />d <br />d <br />} <br />R <br />IL <br />f2 <br />p <br />Soil and Rock Description <br />O <br />N <br />J <br />U <br />~ <br />V <br />U7 <br />Surface: grass. <br />Stiff clayey SILT, scattered organics; brown, moist, law to <br />1- <br />S-7-9 <br />medium plasticity, organics consist of fine to medium roots, <br />Roots extend to 12 inches <br />0.85 <br />t <br />il <br />. <br />( <br />opso <br /> <br />2 <br />5-7-2 <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />Stiff SILT, some sand; brown, moist, low plasticity, fine sand, <br />3- <br />0.60 <br />(alluvium). <br />4- <br />Loose to medium dense silty SAND; brown, moist, low plasticity <br />silt, fine sand, (alluvium). <br />7 <br />g- <br />Rapid seepage at±1l feet <br />1 <br /> <br />. <br />1 <br />Medium dense to dense sandy GRAVEL, scattered cobbles' <br />12- <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 />Pll <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 />m <br />m <br />m <br />LL <br /># <br />m <br />a <br />a <br />H <br />LL <br />Comments <br />XF <br />o <br />CL <br />o <br />Soil and Rock Description <br />0 <br />CO <br />Surface: grass. <br />Medium stiff clayey SILT, scattered organics; brown, moist, low <br />Roots extend to ±8 inches. <br />1- <br />S-8-1 <br />0.45 <br />to medium plasticity, organics consist of fine roots, (topsoil). / <br />- <br />2-- <br />0.60 <br />Stiff silty t CLAY; brown, moist, medium plasticity, (alluvium <br />- <br />0.70 <br /> <br />_ <br />Loose to medium dense silty SAND; brown, moist, low plasticity <br />3- <br />" <br />silt, fine sand, <br />(alluvium). <br />-2 <br />0.25 <br /> <br /> <br />4- <br />5- <br />; <br />6- <br />- <br />- <br />7- <br />Medium dense to dense san <br />dY GRAVEL, scattered cobbles; <br />No seepage or ground water <br />grey-brown, wet, fine to coarse sand, fine to coarse, subrounded <br />encountered to the limit of excavation <br />8 <br />- <br />d <br />d <br />t <br />t8 i <br />di <br />t <br />l <br />bbl <br />t <br />h <br />i <br />. <br />- <br />o roun <br />e <br />grave <br />, co <br />es up <br />o <br />nc <br />es <br />n <br />ame <br />er, <br />(alluvium). <br />8- <br />10- <br />11- <br />12- <br />13-- <br />14- <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 />