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26 <br /> SOIL DETERMINATIONS AT PROJECT SITE <br /> Ws8 - White Store <br /> Building Site Development <br /> `'Shallow excavations - Severe : too clayey <br /> v8we | | in3 w/out basements - Beverev: shrink-swell <br /> small commercial buildings - Severe : shrink-swell <br /> local roads and streets - Severe : shrink-swell <br /> Recreation Development <br /> camp area - Severe : percs slowly <br /> picnic area - Slight <br /> playground - Severe : percs slowly <br /> path and trails - Slight <br /> Water management <br /> pond reservoir areas - S | iq�t <br /> Sanitary Facilities <br /> Septic tank absorption fields - Severe : percs slowly <br /> Sewage lagoon areas - Moderate slope <br /> WsB - White Store loam, 2-6% Slope , moderately well <br /> drained soil ; The potential for urban and recreation uses is <br /> low because of the soil ' s slow permeability, wetness , and <br /> high shrink-swell potential . <br /> WtC2 - White Store clay loam, 6-15% Slope , moderately well <br /> drained soil ; The potential for urban and recreation uses is <br /> low because of the soil ' s slow permeability, wetness , slope , <br /> and high shrink-swell potential <br /> Reference : Orange County Soil Survey <br />