LUBA Materials Volume 3 of 3 - Laserfiche WebLink

m E E m a m U LL d o U)i F Comments m E o Soil and Rock Description O V1 J U 3 U v) Surface: grass S-5-1 Medium stiff clayey SILT scattered organics; brown moist low . Roots extend to ±8 inches. 1- 0.50 / , , , to medium plasticity, organics consist of fine roots, (topsoil). 2- S-5 2 0.70 / Stiff silty CLAY; brown, iron-stained, moist, medium plasticity, / (alluvium). 3- 4- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Medium dense to dense sandy GRAVEL, scattered cobbles No seepage or ground water 5 4<.. o.. grey-brown, wet, fine to coarse sand, fine to coarse, subrounded encountered to the limit of excavation i- to rounded gravel, cobbles up to ±8 inches in diameter, . E (alluvium). 7- 8- 9- 1 t_ 11- 12- 13- 14- Project No.: 2131004 Test Pit Log: TP- 5 Surface Elevation: 403.0 feet (Approx.) Oakleigh Meadows Cohousing Date of Test Pit: January 30, 2013 Eugene, Oregon 0 a d io m # LL d O N F LL O Comments L m CL a o A fn k Soil and Rock Description C3 N _J u 3 (i U) Surface: grass. 0 1 1 Medium stiff clayey SILT, scattered organics; brown, moist, low Roots extend to ±9 inches. 1- roots, (topsoil). to medium plasticity, organics consist of fine S-6-1 0.85 Stiff silty CLAY; brown, moist, medium plasticity, (alluvium). SH-6-3 / 3 s-62 Stiff sandy SILT; brown, moist, low plasticity, fine sand, 4- 0.55 (alluvium). 5- No seepage or ground water 6 encountered to the limit of excavation. 7- o o Medium dense to dense sandy GRAVEL scattered cobbles- 8 , grey-brown, wet, fine to coarse sand, fine to coarse, subrounded 9- to rounded gravel, cobbles up to ±8 inches in diameter, (alluvium). 10- 11- 12- 13- 14- Project No.: 2131004 Test Pit Log: TP- 6 Surface Elevation: 403.0 feet (Approx.) Oakleigh Meadows Cohousing Date of Test Pit: January 30, 2013 Eugene, Oregon 1467