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.-. <br />\_ J <br />• <br />The following describes the severity of re~rri,tive sail features for <br />proposed uses: <br />Septic tank absorption tanks <br />Sewage lagoons <br />Sanitary landfill <br />Daily cover for landfill <br />Shallow excavations <br />Dwellings w/basements <br />Dwellings w/o basements <br />Sr..all commercial buil3ings <br />Local streets and roads <br />Severe Slope, peres slowly, <br /> depth to rock <br />Severe Slope, depth to rock <br />Severe Slope, depth to rock, <br /> too clayey <br />Poo:• S]~,i,e, too clayey <br />Severe Uei,th to rock, too clayey <br />Severn Depth to rock, shrink- <br /> swell, low strength <br />Severe Shrink-swell, low strength <br />Severe Slope, shrink-swell, <br /> low strength <br />Severe Shrink-swell, low strengt'.' <br />The following li:.ts the restricCive soil fe•~lures for lroposed usr:: <br />Pond reservoir ar•r-,~~ <br />Embankments, dikes, etc. <br />Drainage <br />Irrigation <br />Terraces and diversions <br />Grassed waterways <br />S l up; , depth t ~, rock <br />Thin layer, low strength, shrink-swell <br />Slope, depth to rock <br />Slope, i•ootinp, depth, erodes easily <br />Complex slope, depth to rock <br />Depth to rock, slope <br />u <br />