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11 <br />11 <br />I <br />J <br />J1 <br />J <br />11 <br />�j <br />11 <br />1-1 <br />I <br />1? <br />a <br />i <br />i <br />11 <br />FMZ, Inc. <br />STS Project 93589 <br />August 28, 1985 <br />Soil Conditions -5- <br />The specific soil conditions <br />shown on the respect- found at each boring <br />enclosed Site p p boring logs in the Appendix. location are <br />plan, the thickness and On the <br />shown by dashed contouring on extent of On <br />deposits ar <br />area, the western half e <br />The contours indicate of the development <br />surface the depth of fill below the <br />as it existed at the time of drilling ground <br />Natural Soils - The eastern ha <br />fine to very fine sands whit if of the site consists <br />mined b h are loose to Primarily of <br />Y Standard Penetration testingmedium dense as <br />mined ial soils performed deter- <br />mined . <br />containing rmed during sampling. <br />extended to g traces of roots and organic matter <br />surface '� f t below the existing -ground <br />and were generally9�ground <br />Resistance values loose, having Standard Penetration <br />less than 9 blows <br />Per foot. <br />F�-�.osits - Fill deposits posits are widely varied, consist' <br />Y and clayey sands, organic silts <br />clays. Fill deposits extended Ong of <br />peat, debris and sandy <br />boring locations indicated. ended to the following depths at <br />the <br />Boring No. <br />B-3 <br />B-4 <br />B-5 <br />B-9 <br />B-10 <br />B-13A <br />B-14 <br />B-15 <br />De thof <br />9.5 <br />ft <br />15.0 <br />ft <br />20.5 <br />ft* <br />18.0 <br />ft <br />19.0 <br />ft <br />3.0 <br />ft <br />10.0 <br />ft <br />27.0 <br />ft <br />Elevation of <br />Base of Fill <br />924.2 <br />ft <br />920.8 <br />ft <br />915.5 <br />ft* <br />917.6 <br />ft <br />917.6 <br />ft <br />933.0 <br />ft <br />926.2 <br />ft <br />909 <br />*Possible fill extends •9 ft <br />to a depth of 27.0 ft - Elevation 909.1 ft. <br />