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Surface Conditions: Lot 16 Date Completed: 6/3/2005 <br /> Groundwater: No free groundwater encountered. <br /> Logged By: RJO <br /> Total Depth: 25 feet <br /> { Method: Boring Diameter: <br /> { Equipment: <br /> -' FIELD LABORATORY <br /> X <br /> (13 <br /> F— Z E t1: E > J <br /> i G <br /> CL <br /> ~ ami m m ° o aci N :a o '�: m�:U)o w DESCRIPTION <br /> i ❑ rn 0 m aa� a0 2U n a- (L a� OF C7 <br /> (SC)CLAYEY SAND-Brown,moist,fine <br /> grained <br /> { <br /> i' <br /> (SM)SILTY SAND-Brown,moist,weakly <br /> (CL)SANDY CLAY-Brown,moist,weakly <br /> cemented <br /> 5 (SM)SILTY SAND-Light brown,moist,weakly <br /> cemented,fine grained <br /> (ML)SANDY SILT-Light brown,moist,weakly <br /> cemented <br /> --------------------- <br /> r� Not cemented <br /> ——————————— <br /> Grades less sand i <br /> _ 10 <br /> - - ------------ --- <br /> Scattered gravel ———W— — <br /> i <br /> oal <br /> ____ ____________ I <br /> Grades_more gravel <br /> PC)CLAYEY SAND WITH GRAVEL-Light <br /> 15 brown,moist,fine to coarse grained <br /> (SC)CLAYEY SAND-Light brown,moist,fine <br /> F,` <br /> grained <br /> t, <br /> Grades less clay <br /> zo <br /> (SC}CLAYEY SAND WITH GRAVEL-Light <br /> F rown,moist,difficult drilling,fine to coarse <br /> L t grained <br /> I <br /> l <br /> w� I <br /> 25 <br /> Boring completed at a depth of approximately 25 k <br /> feet below existing site grade. €€ <br /> f <br /> { N LOG OF BORING B-1 fi <br /> PLATE <br /> k4 K L E 1 N FELDER IT <br /> SOIL SUITABILITY STUDY <br /> a ° 25859 AND 25901 N. WATKINSON ROAD 1 of 1 <br /> v o ACAMPO, CALIFORNIA <br /> N Drafted By: G GOMEZ Project Na;: 57556.G01 <br /> Dale: 611Q12005File Number: ST05G112 <br /> Copfttt IgelntOl ,Inc.2004 <br /> { <br /> 1 <br />