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<br />~~~ <br />p Unit No. 343 <br />SOIL CHARACTERISTICS <br />Depth to bedrock <br />Texture <br />Surface <br />Subsoil <br />Substratum <br />Unified Classification <br />Enclosure #6 <br />to <br />Attachment #3 <br />More than 60 inches <br />Lm, m <br />Clay to stony clay <br />Clay loam <br />ML, CL, C13 <br />Permeability Slow to moderately slow <br />Percent coarse fragments ~ 5-30 <br />(greater thaq 3 inches) <br />Salinity (ECx10 @ 25oC) <br />pH (surface) 6.6-7.3 <br />Shrink-swell Potential High <br />Potential frost-action (surface) Moderate <br />Flood Hazard None <br />Hydrologic Croup C <br />Corrosivity Steel (uncoated) High <br />Concrete : Low <br />/'--aECREE 3 KIND OF LIMITATIONS <br />( (0 is Slight, M is Moderate, S is Severe) <br />Septic Tank Absorption Fields S Large stones, parts slowly, slope <br />Sewage Lagoons <br />Sanitary Landfill <br />Trench <br />Area <br />Shallow Excavations <br />Dwellings <br />w/basements <br />w/0 basements <br />Local Roads 3 Streets <br />SUITABILITY AS A SOURCE OF... <br />Daily Cover for Landfill <br />Aoadfill <br />Sand <br />S Slope <br />S Large stones, slope <br />S Slope <br />• S Large stones, slope, too clayey <br />S Shrink-swell, slope, <br />S Shrink-swell, slope, low strength <br />S Shrink-swell, slope, low strength <br />Poor Large stones, too. clayey, slope ! <br />Poor Small stones, shrink-swell, slope <br />: Uncuitc~d <br />-'~. Gravel Unsuited <br />i <br />s'i. Topsoil ~ Poor Small atones, slope <br />~~~ ~ <br />SUBJECT TO CHANGE. NOT TO BE USED Ili PLACE OF 017-SITE INVESTIGATION <br />