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Blow/ <br />Ft. Sample No, USCS Description <br />Well <br />Const <br />. <br />. <br />Core <br />0 - 4 <br />Core <br />4 - 9 <br />Core <br />9-14 <br />SM SILTY SAND - gray-brown, minor gravel,6.( <br />silt 40%, sand 50%, well rounded gravel <br />10% <br />.-. ... <br />/. <br />/ <br />„...4 <br />1:•:::... <br />— <br />..:•:-;_-_---..:.::.!•, <br />......::-:.,... <br />:•:••::-...:,•:.: <br />•••:.:::,.:7_,.....,.,'-.: <br />••::.;--: <br />..',..::.7...7::: <br />:::.::v--:•";•;::' <br />:'''.---;:•:: <br />,;:•',=::;.:: <br />..,..........:: <br />................... <br />-:._..:.... <br />-:::,---.;•:.".: <br />:..:•:-..:::- <br />......_:,•- <br />-•:.•-•.::. <br />-:-::: <br />.1 <br />-i ...! <br />_ <br />':::'::-. <br />,- <br />• r.....; <br />CL <br />IF <br />SP <br />SANDY CLAY - gray with orange streaks,... <br />oxidized, slightly moist <br />SANDY CLAY - blue-green, moist, medium <br />plasticity, high dilatancy, some organic:-.-....•: <br />matter (roots, grass) <br />SAND - dark gray to olive, wet, loose, <br />well sorted, fine to medium grained, <br />no organic matter observed <br />- heaving sand <br />___„...._ <br />::•::: <br />.:F.• <br />Total Depth of Boring = 14 feet <br />PLATE <br />J.H. KLE1NFELDER & ASSOCIATES III <br />GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br />LAND AND WATER RESOURCES <br />, PROJECT NO. 10-1510-02 BORING LOG NO. W- I 3 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />-7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16