.G <br />Comments a <br />0 <br />Surface: grass. <br />Roots extend to t8 inches. 1- <br />2 <br />3- <br />4- <br />No seepage or ground water 5 <br />encountered to the limit of excavation. 6- <br />7- <br />8- <br />9- <br />12- <br />13- <br />14- <br />Z <br />o <br /># <br />G <br />T <br />5 <br />d <br />O <br />N <br />E <br />u <br />H <br />m <br />6 <br />F <br />N <br />J <br />U <br />V <br />S-5-1 <br />0.50 <br />S-5-2 <br />0.70 <br />A <br />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, iron-stained, moist, medium plasticity, <br />(alluvium). <br /> <br />Medium dense to dense sandy GRAVEL, scattered cobbles; <br />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 Test Pit Log: TP- 5 <br />Surface Elevation: 403.0 feet (Approx.) Oakleigh Meadows Cohousing <br />Date of Test Pit: January 30, 2013 Eugene, Oregon <br />a0 <br />m <br />m <br />O <br /># <br />m <br />O <br />E <br />N <br />n <br />F <br />i <br />O <br />Comments <br />m• <br />CL <br />E <br />o <br />M <br />E <br />' <br />Soil and Rock Description <br />o <br />ur <br />~ <br />V <br />$ <br />li <br />~i <br />Surface: grass. <br />Medium stiff clayey SILT, scattered organics; brown, moist, low <br />Roots extend to t9 inches. <br />1- <br />to medium plasticity, organics consist of fine roots, (topsoil). <br />2- <br />s-6-1 <br />0.65 <br />P/ <br /> <br />Stiff silty CLAY; brawn, moist, medium plasticity, (alluvium). <br />SH-6-3 <br />/ <br />, <br />/ <br />3 <br />S-6-2 <br />Stiff sandy SILT; brown, moist, low plasticity, fine sand <br />4- <br />0.55 <br />(alluvium). <br />5- <br />No seepage or ground water <br />6 <br />encountered to the limit of excavation. <br />7- <br /> <br /> <br />Z--O <br /> <br /> <br /> <br />Medium dense to dense sandy GRAVEL <br />scattered cobbles- <br />8- <br />, <br />grey-brown, wet, fine to coarse sand, fine to coarse, subrounded <br />9- <br />d gravel, cobbles up to t8 Inches in diameter, <br />10- <br />11- <br />12- <br />13- <br />14- <br />ect No.:. 2131004 Test Pit Log: TP- 6 <br />Proj <br />Surface Elevation: 403.0 feet (Approx.) Oakleigh Meadows Cohousing <br />' Date ofTest Pit: January 30, 2013 Eugene, Oregon <br />1467 <br />