I <br />w <br />Comments <br />0 <br />Surface: grass. <br />Roots extend to f8 inches. 1- <br />No seepage or ground water 2 <br />encountered to the limit of. excavation. 3- <br />4- <br />5- <br />6- <br />7- <br />8- <br />9- <br />10- <br />11- <br />12- <br />13- <br />14- <br />Project No.: 2131004 <br />Surface Elevation: 403.0 feet (Approx.) <br />Date of Test Pit: January 30, 2013 <br />a d <br />E <br />m o vii <br />12. <br />t7 N 4 <br />N J Soil and Rock Description <br />Medium stiff clayey S I LT, scattered organics; brown, moist, low <br />,to medium placticity, organics consist of fine roots, (topsoil). - J <br />s-t3-1 Stiff silt CLAY; brown, moist, medium plasticity, alluvium <br />0.80 BOTTOM OF TEST PIT <br />Test Pit Log: TP-13 <br />Oakleigh Meadows Cohousing <br />Eugene, Oregon <br />a <br />LL <br />d <br />o <br />to ~ <br />A <br />f' <br />o <br />Comments <br />m <br />CL <br />E <br />a <br />0 <br />A <br />M <br />Soil and Rock Description <br />o <br />u <br />3 <br />u <br />v~ <br />Surface: grass. <br />Medium stiff clayey SILT, scattered organics; brown, moist, low <br />R <br />t <br />t <br />d t <br />#8 i <br />h <br />1- <br />to medium plasticity <br />organics consist of fine roots <br />(topsoil) <br />s ex <br />es. <br />oo <br />en <br />o <br />nc <br />, <br />` <br />, <br />2 <br />S-14-1 <br />Stiff silty CLAY; brown, moist, medium plasticity, (alluvium). <br />No seepage or ground water <br />0.75 <br />encountered to the limit of excavation <br />- <br />- <br />. <br />3 <br />BOTTOM OF TEST PIT <br />4- <br />5- <br />6- <br />7- <br />8- <br />9- <br />10- <br />11- <br />12- <br />13- <br />14- <br />Project No.: 2131004 Test Pit Log: TP-14 <br />Surface Elevation: 403.0 feet (Approx.) Oakleigh Meadows Cohousing <br />Date of Test Pit: January 30, 2013 Eugene, Oregon <br />1471 <br />