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. Camp Dresser & cKee Inc. � <br /> oZSa���9i� <br /> F Soil Boring Log a-347 <br /> Client—Nkg le Foals Site Ri r Job No. 1130-111-PS <br /> . ;+ten- ,A.. _ Surveyed Elevation:Gmtlnd hjA _ .. <br /> Date Drilled <br /> L We11 No-U-J=1 Rortng Co PitrherDrilling Top of Casing 65_45. Semen Length ITotaf Depth =25k== Boring Method Used itdila Piuzulllutel L'Mhjg Size&TyW J"Pfe 4&. NO <br /> W � <br /> I <br /> �( <br /> Field Geologist A_Kei y _R1ack Organic Vapor Instruments Used NA Water Table Depth <br /> Blow per <br /> 1 <br /> Depth Samp. 6 Sample v./ Org.Vap Strata Equipment <br /> Feet No, lbs. Interval ecov. .PPM Sample Description Chane Installed <br /> i <br /> U Sand as above to 168. CL Clay, sand 5"Seh 8 } > <br /> 8.010 <br /> 165-170 sandy,slightly plastic,brown to Slot pv <br /> 17 170.5'. Clay ,. ' Y <br /> ,& Clayey sand to 173. ,5l Silty Claye 172 <br /> 170-175 sand,not plastic. SandLonestar <br /> #3 Sand <br /> 17 Silty <br /> SMSilty sand as above. <br /> 175-180 Sand <br /> 18 U Sand layer 180.5-181'. CCL Sandy Explorato <br /> 180-185 clay to 182. Sand,coarse- Sandy Boring } <br /> + ClaygrainedL <br /> 1 <br /> 18 { <br /> 2 Sand as above to 187. CL/CH } <br /> 185.190 Clay,stiff,plastic,brown. Cement/ <br /> 19 Clay Bentonite <br /> Grout ' <br /> 190.195 1 as above. ' <br /> 19 <br /> iH as above,becoming gray in <br /> 195-200 color, <br /> 2 <br /> E <br /> 205 CLIC H as above,blueish gray. <br /> 20 " s <br /> 5-210 CL/CH as above to 2073. Sand +. <br /> ,. layer 206-206.3'. U Sand. Sand <br /> 21 <br /> $g Sand as above to 212'. CI Clay <br /> 210-215 <br /> 21 <br /> Clay <br /> i Silt <br /> 215-220 S� Clay to 216'. � Silty sand, Y <br /> brown to 218'. CL Clay. <br /> 91Y <br /> 22 <br /> �E I <br /> ' I <br /> t ; <br /> , <br />