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Surface Condition Lot 16 Date Completed: 6/3/2005 <br /> Groundwater: No free groundwater encountered. Logged By: RJO <br /> Total Depth: 25 feet <br /> Method: Boring Diameter: <br /> Equipment: <br /> FIELD LABORATORY <br /> X <br /> N N U o <br /> a o u o c m o <br /> F- Z E n _ E w of a>i J <br /> m at o m> o - v <br /> .._.. d d N a 1 N p C ,C f n y L <br /> E E o o r- ` o o 0. Cn o m DESCRIPTION <br /> 0 u) fn m a a" 00 r�U 1D n. a a O F- C7 <br /> (SC)CLAYEY SAND-Brown,moist,fine <br /> grained <br /> (SM)SILTY SAND-Brown,moist,weakly <br /> ement <br /> (CL)SANDY CLAY-Brown,moist,weakly <br /> 5 ited <br /> (SM)SILTY SAND-Light brown,moist,weakly <br /> cemented,fine grained <br /> (ML)SANDY SILT-Light brown,moist,weakly <br /> cemented <br /> Not cemented <br /> G—raades le--ss--sand--------------- <br /> 10 <br /> Scattered gravel <br /> -- —————— <br /> Grades more ravel <br /> (SC)CLAYEY SAND WITH GRAVEL-Light <br /> 15 brown,moist,fine to coarse grained <br /> (SC)CLAYEY SAND-Light brown,moist,fine <br /> grained <br /> --——————————————————— <br /> Grades less clay <br /> 20 <br /> (SC)CLAYEY SAND WITH GRAVEL-Light <br /> brown,moist,difficult drilling,fine to coarse <br /> grained <br /> 25 <br /> Boring completed at a depth of approximately 25 <br /> feet below existing site grade. <br /> e <br /> 0 <br /> a <br /> LOG OF BORING B-16 PLATE <br /> k4KLE1 N F E L D E R SOIL SUITABILITY STUDY 1 of 1 <br /> 25859 AND 25901 N. WATKINSON ROAD <br /> NACAMPO, CALIFORNIA <br /> N Drafted By: G GOMEZ Project No.: 57556.G01 F <br /> N Date: 6/10/2005 File Number: ST05G112 V <br /> Copyrght Klelnfelder,Inc.2004 // <br />