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1 <br /> Surface Conditions: Asphalt roadway(southeast comer of Dry Creek PUCovered Bridge Date Completed: 5/19/2005 <br /> ' Way) Logged By. PJL <br /> Groundwater. Groundwater encountered at a depth of appmximalBly 7 feet below existing <br /> site grade. Total Depth: 21 feet <br /> Method: Hollow Stem Auger Boring Diarneter. 10 Inches <br /> Equipment: Woodward MD B-61 <br /> r,Etn <br /> _ m _ <br /> n rn <br /> g � J <br /> m � z � E <br /> m m n <br /> E E 3 DESCRIPTION ons <br /> Well <br /> n E E o p <br /> 0 y 0 m a t7 Const. <br /> ' paL RAVELLY CLAY-Olive-brown,dry compacted(very stilt), <br /> s ________________ <br /> 16 (ML)SANDY SLT-Olive-brgrvn,moist,stliF <br /> 35 <br /> 10 (CL)LEAN CLAY Olive-broxm,wet,stiff,medium plasticity <br /> 10 <br /> 16 (CL)CLAY WITH SAND-Olive-brown with fine reddish mottled, <br /> ro W,moderate plasticity,lean <br /> 23 <br /> 15 (CL)CLAY-Mottled olive-brown,white,dark brown,slightly moist, <br /> stiff medium plasticity,lean <br /> ' 30 JUL)SANDY SLT-Mottled oltvabrovn,reddish lvw✓n dark brawn, <br /> 9 <br /> ((organics and imn oxidation) <br /> 16 ; (SMI)SILTY SAND-Olive-brown,mist,medium dense,grades to <br /> 15 sand with silt,fine grained <br /> ' 21 (SP)SAND-Dark reddish brown and o5 w brown,dense,poorly <br /> 50 graded <br /> 11 Gray,wet,fine to medium grained <br /> 48 <br /> 10 <br /> 50/6" � With mica lenses <br /> Boring completed at a depth of approximately 21 feet below existing <br /> 21 <br /> ' site grade. finch mcoltoring well,flush well vault installed. <br /> LOG OF BORING MWM-25 PLATE <br /> 0 kn KLE1 NLATHROP, <br /> FELDER VILLAGE ATHROCALIFORNIA 1of1 <br /> 00 <br /> Drafted By: G.GOMFZ Project No.: 20-0099-04.E02 A-25 <br /> Date: 7fy/2005 File Number: ST05G116 <br /> gmn4r^wswaax,rtc awe <br />