Laserfiche WebLink
<br /> ~'~ Enclosure #9 <br /> ;ap Unit No. X86 to <br /> Attachment #'? <br /> SOIL CHARACTERISTICS <br /> Depth to bedrock More than 60 inches <br /> Texture <br /> Surface Loam <br />"" Subsoil Gravelly clay loam, clay loam <br /> Substratum Gravelly loam, cobbly clay <br />'``+ 'Unified Classification CL, CL-I~1,, GC, GM-GC <br />:-' <br />Permeability <br />Slow <br /> Percent coarse fragments 0-j0 <br /> (greater tha~ 3 inches) <br /> Salinity (ECx10 @ 25oC) <br /> <br />~ pH (surface) 6.6-7.3 <br />'~~ <br />'' Shrink-swell Potential : High <br />`' Potential frost-action (surface) Moderate <br /> <br />' <br />Flood Hazard • <br />: None <br />;,:~, Hydrologic Croup C <br />'~+ Corrosivity Steel (uncoated) Moderate <br />• <br />~ Concrete Low <br />'. ~ <br />., ~ <br />•~~ DEGREE S KIND OF'• LIMITATIONS <br />N {j <br />~~ <br />(0 is Slight, M is Moderate, S is Severe) <br />~~~: <br />• ~ <br />-~'~ <br />r.• Septic Tank Absorption Fields S Peres slowly, slope <br />~,, <br />.,, <br />Sewage Lagoons <br />; S Slope ' <br />• Sanitary Landfill Trench S Slope <br /> Area S Slope <br />~ Shallcw Excavations 5 Slope <br />. Dwellings w/basements S Slope, shrink-swell <br /> w/0 basements S Slope, shrink-swell <br /> Local Roads ~ Streets .'S Slope, shrink-swell, low strength <br /> SUITABILITY AS A SOURCE OF... <br />' Daily Cover for Landfill Poor Slope <br /> Roadfill _ Poor Slope, shrink-swell <br /> Sand IInsuited I' <br />_ <br />Gravel <br />~. <br />; Unsuited <br /> ' Topsoil Poor Slope <br />.. ~ = ,3v <br /> SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF OIJ-SITE INVESTIGATION <br />