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1 <br /> Surface Conditions: Asphalt road Date Completed: 5/17/2005 <br /> ' <br /> Groundwater: Groundwater encountered at a depth of approximately 8 feet below existing Logged By: PJL <br /> site grade. Total Depth: 21 feet <br /> Method: Holkow Stem Auger Boring Diameter: 10 Inches <br /> ' Equipment: Woodward MD B-61 <br /> REM <br /> n0 <br /> o <br /> H Z E <br /> m m n <br /> o O DESCRIPTION <br /> m E E E Gonslt. <br /> o w rri a <br /> t <br /> (FILL GRAVELLY CLAY-Dark brown,moist,stiff,FILL <br /> 5 <br /> ' 17pa CLAY-Dark grayish brown,moist,stiff,medium to high <br /> plas�cily,white veins,fat <br /> 24 Increase in sift content <br /> 9 (ML)SANDY SLT-Olve;brown,veny Thast,medium stiff,i <br /> 15 recovery <br /> B Some day <br /> 10 _ — <br /> ' 14 (SM)SILTY SAND-Olive-brown,wet,medium dense,fine grained <br /> 9 Increase in sand,fine grained,white veins,some orange(iron <br /> oxidation) <br /> ' 19 (SP)SAND-Olive-brown,wet,loose to medium dense,fine <br /> grained,iron oxidation,poorly grained <br /> 12 (SP�saS�Af�N�Dy� LT-M�ottttlledd oolivLe and�brom,wet,medium <br /> 16 :: (d(2S�P,))SANDY LEAN CLAY WITH SLyT�NlotUed alive and dark <br /> ' 15 r1a._�1g1$1.med1UN�4H,Yird.1nits five <br /> _———————— <br /> 8 M)•' "": (SSILTY SAND WITH CLAY-Mottled alive antl dark brown, <br /> > moist,medium dense <br /> 16 (CH)CLAY-Olive-gray,moist,stiff,high plasticity,tat <br /> ' 20 Increase in sift content with depth <br /> 50/6" (SP)SAND WITH SILT-Very moist,medium dense,poorly grades <br /> 20 21 (CH)CLAY-Olive-gray,moist,stiff,high plasticity <br /> Change in color,stiff,moderate plasticity,fat <br /> 36 <br /> Boding completed at a depth of approximately 21 feet below existing <br /> site grade.4-Inch monitoring well,flush well vault installed. <br /> 25 <br /> e LOG OF BORING MWM-14 PLATE <br /> �� K L E I N F E L D E R MOSSDALE VILLAGE 1 of 1 <br /> 1 LATHROP, CALIFORNIA <br /> R Drafted By: G.GOMEZ Project No.: 20-4099-04.E02 A-15 <br /> a Date: 717/2005 RIe Number: ST05G116 <br /> m <br /> ' C prAghl peettegr.Ee.]OM <br /> 1 <br />