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m_._ <br />',r Unit Ido.l~l , <br />SOIL CHAHACTEAISTICS <br />' Depth to bedrock <br />~='~ , Texture <br />tiv~`' <br />~~,.,,' Surface <br />..:.• Subsoil <br />. Substratum <br />Unified Classification <br />26-t~0 inches <br />Gravelly loruu <br />Enclosure #3 <br />to <br />Attachment #3 <br />: Very cobbly silty clay loam <br />GM-GC, GC <br />;; ,' Permeability : Moderate <br /> Percent coarse fragments : 5-55 <br />~;,~: ; (greater thap 3 inches) <br />`'~~~ Salinity (ECx10 @ 25oC) <br />~?.~•~ pH (surface) b•~7.3 <br />~,.;.- <br />--,?:.~ <br />Shrink-swell Potential <br />Low <br />'`•~ Potential frost-action (surface) Moderate <br />~;`~.~,; Flood Hazard None <br />r'~e'3 Hydrologic Group C <br />:*=~ Corrosivity Steel (uncoated) High <br /> Concrete Moderate <br />'_~~~ <br />":.~ D£GREE 6 KIND. OF•LIMITATIONS <br />}-:'~1 j!~~, (D is Slight, M is Moderate, S is Severe) <br />~./., <br />r,;-~ Septic Tank Absorption Fields S <br />s;;,~. <br />~:; .. <br />C,; <br />Sewage Lagoons <br />S <br /> Sanitary Landfill Trench S <br /> Area S <br /> <br />`'M Shallow Excavations S <br />t.:"1 <br />;r.' Dwellings w/basements S <br />^'~+~ w/0 basements S <br />'~;? - <br /> Local Roads 3 Streets S <br /> a <br /> SUITABILITY AS A SOURCE OF... <br />Daily Cover for Landfill <br />Aoadfill <br />Sand <br />Gravel <br />/ ~~. <br />•'.' r ~ `.Topsoil <br />.; ~ <br />_,.i ~; ~~ <br />• SUBJECT TO CHA!lGE. <br />Slope <br />Slope, depth to rock, small stones <br />Slope, depth to rock <br />Slope <br />Slope <br />Slope <br />Slope, depth to rock <br />Slope <br />Poor Slope small stones <br />Poor Slope thin layer <br />IInsuited <br />IInsuited <br />: Poor Slope, small stones <br />NOT TO BE USED Iid PLACE OF ON-SITE I1dVESTIGATION <br />