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7-28-15 Trautman Public Comment (06)
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7-28-15 Trautman Public Comment (06)
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Last modified
4/27/2017 4:32:34 PM
Creation date
7/28/2015 2:42:48 PM
Metadata
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Template:
PDD_Planning_Development
File Type
PDT
File Year
13
File Sequence Number
1
Application Name
OAKLEIGH COHOUSING
Document Type
Public Comments
Document_Date
7/28/2015
External View
Yes
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m <br />41 <br />2 <br />O <br />N <br />H <br />W <br />C <br />Comments <br />ro <br />o <br />ro <br />E <br />Soil and Rock Description <br />fA <br />J <br />U <br />U <br />Surface: grass. <br />Medium stiff clayey SILT, scattered organcis; brown, moist, low <br />Roots extend to t7 inches. <br />1 <br />5-11-1 <br />0 <br />55 <br />Ito medium plasticity, organics consist of fine roots, (topsoil). <br />2- <br />. <br />a <br />a5 <br />Medium stiff to stiff silty CLAY; brown, moist, medium plasticity, <br />S11-2 <br />. <br />. <br />(alluvium). 1 <br /> <br />M1 <br />Loose to medium dense silt SAND <br />brown <br />moist <br />low <br />lasticit <br />3- <br />; <br />, <br />, <br />y <br />Y p <br />°Q: <br />silt, fine sand, (alluvium). <br />4 <br />. <br />Medium dense to dense sandy GRAVEL, scattered cobbles; <br />_ <br />5 <br />grey-brown, wet, fine to coarse sand, fine to coarse, subrounded <br />No seepage or ground water <br />?=Q:';c <br />to rounded gravel, cobbles up to 7k8 inches in diameter, <br />encountered to the limit of excavation. <br />6- <br />' <br />(alluvium). <br />BOTT M F TEST PIT <br />7- <br />8- <br />9- <br />10-- <br />11-. <br />12- <br />13- <br />14- <br />Project No.: 2131004 <br />Surface Elevation: 404.0 feet (Approx.) <br />Date ofTest Pit: January 30, 2013 <br />Test Pit Log: TP-11 <br />Oakleigh'Meadows Cohousing <br />Eugene, Oregon <br />a <br />m <br />W <br />L <br />a <br />C <br />O <br />E <br />E <br />u}f <br />3'- <br />,L <br />Comments <br />m <br />e <br />M <br />E <br />Soil and Rock Description <br />in <br />u) <br />A <br />u <br />ci <br />Surface: grass. <br />Medium stiff to stiffclayey SILT, scattered organics; brown, <br />Roots extend to ±10 inches <br />1_ <br />0.60 <br />moist, low to medium plasticity, organics consist of fine roots, <br />. <br />2 <br />S-12-1 <br />(topsoil). <br /> <br />No-seepage or ground water <br />S-12-2 <br />Stiff silty CLAY; brown, moist, medium plasticity, (alluvium). <br />- <br />encountered to the limit of excavation <br />3- <br />. <br />BOTTOM OF TEST PIT <br />4- <br />5- <br />6- <br />7- <br />8- <br />9- <br />10- <br />12- <br />13- <br />14- <br />Project No.: 2131004 Test Pit Log: TP-12 <br />Surface Elevation: 402.5 feet (Approx.) Oakleigh Meadows Cohousing <br />Date ofTest Pit: January 30, 2013 Eugene, Oregon <br />1470 <br />
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