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L06 Of TEST AOR/N6 <br />• Dat• Orill~d 9/17/03 FlNd. [1pIMN Ki ntz ~~~ NuwA~i 12 <br />See test boring location sketch <br />t.oco~~on Background Rad_i_a.tion: 30 cpm <br />Orom~tor 4 inches Totol Q~pIA 86 feet Cepth To Wa~ar ae i irn?. o` Cri l ~ i ^g None <br />anrni~n-~- <br /> S - <br />8 <br />OFS' £ Types N Sail D~~eripfion Loborotory 7~sf RquNs <br /> Clay,silty,sandy,gravelly,cobbles, <br /> boulders,stiff to. very stiff;inoist, <br /> brown-tan-red (CL) organic to 1 foot <br /> Y <br /> 7 <br />m <br /> Scattered rock fragments and boulders <br /> C 40/6 <br /> ~ 50/6 <br /> C 37/6 Swell-Consolidation Test: <br /> ~ 50/3 Boulder at 10 feet, auger refusal MC: 8.5$ DD: 129.0 pcf <br /> offset 10 feet to the east <br /> 1~ <br /> 50/6 <br /> C <br /> 2 <br />Proj~t <br />Nama Bowi a N2 M i ne-Gob P i l e gojae/ NumDp M03106GF Figure RL <br />~am6ert ana ~~ociate~ <br />CONSULTING GEOTECMNICAL ENGINEERS ANO MATERIAL TESTING <br />