t <br />Comments a <br />Q <br />Surface: grass. <br />Roots extend to t8 inches. <br />2- <br />3- <br />No seepage or ground water 4 <br />encountered to the limit of excavation. 5- <br />6- <br />7- <br />8- <br />9- <br />101- <br />12- <br />13- <br />14- <br />Project No.: 2131004 <br />Surface Elevation: 404.0 feet (Approx.) <br />Date of Test Pit: January 30, 2013 <br />0 <br />a <br />v <br />m <br />o <br />~ <br />H <br />~ <br />E <br />u <br /> <br />~ <br />F <br />m <br />fQ <br />o <br />J <br />CS <br />~ <br />V <br />0.25 <br />S-9-1 <br />0.65 <br />Soil and Rock Description <br />Soft to medium stiff clayey SILT, scattered organics; brown, <br />moist, low to medium plasticity, organics consist of roots up to <br />49 inches in diameter, (topsoil).- _ _ _ _ _ _ _ _ _ _ <br />Stiff silty CLAY; brown, moist, medium plasticity, (alluvium)._ - <br />Medium dense to dense sandy GRAVEL, scattered cobbles; <br />brown, wet, fine to coarse sand, fine to coarse, subrounded to <br />rounded gravel, cobbles up to t6 inches in diameter, (alluvium). <br />BOTTOM OF TEST PIT <br />Test Pit Log: TP- 9 <br />Oakleigh Meadows Cohousing <br />Eugene, Oregon <br />a <br />~ <br />m <br />P <br />~ <br />F <br />C <br />Comments <br />m <br />o <br />b <br />LL <br />Soil and Rock Description <br />n <br />u> <br />J <br />to <br />}r <br />ti <br />Surface: grass. <br />Medium stiff to stiff clayey SILT, scattered organcis; brown, <br />1- <br />moist, low to medium plasticity, organics consist of fine to <br />Roots extend tot 12 inches. <br />0.70 <br />medium roots, (topsoil). <br />I <br />2 <br />S-10-1 <br />0.50 <br />_ _ _ _ _ _ _ _ _ _ _ <br />Medium stiff to stiff SILT, trace to some sand; brown, moist, low <br />3- <br />plasticity, fine sand, (alluvium). <br />4- <br />5 <br />Medium stiff to stiff sandy SILT; brown, moist, low plasticity, fine <br />6- <br />sand, (alluvium). <br />7- <br />S-10-2 <br />i <br />8- <br />9- <br />1o-- <br /> <br /> <br /> <br />Loose to medium dense silty SAND; brown, moist, low plasticity <br />Rapid seepage at t11 feet <br />11- <br />fine sand <br />(alluvium) <br />. <br />, <br />. <br />- - - - - - - - - - - - - - - - - - - - - - <br />12- <br />Medium dense to dense sandy GRAVEL, scattered cobbles; <br />grey-brown, wet, fine to coarse sand, fine to coarse, subrounded <br />13- <br />to rounded gravel, cobbles up to t6 Inches In diameter, <br />(alluvium). <br />14- , <br />Project No.: 2131004 Test Pit Log: TP-10 <br />Surface Elevation: 400.0 feet (Approx.) Oakleigh Meadows Cohousing <br />Date of Test Pit: January 30, 2013 Eugene, Oregon <br />1469 <br />