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03/03/2006 13-25 FAY Q0121041 <br /> Surface C ndibws: Uneven high4areas-dry,weeds Dabs Completed: 9/30!2002 <br /> Groundwater: No free aounrtwater encountered. Logged By: JMY <br /> Total Depth: 20-5 <br /> Method: Solid Stem Auger goring Diameter. 4 Inches <br /> ipment Simoo 2400,Truck Mounted Dnll Rig <br /> FEL] LABORATORY <br /> J <br /> m n mb 8`. c v•� a cm"caS u <br /> o E o = DESCRIPTION <br /> ❑ rn � o a�� o❑ ;gc7 J 'a as}i�� OF <br /> II 9 CLAYEY SILT-L19M boom.d7,some <br /> e sand <br /> SANDY CLAY-Light twovm,moist,fine <br /> M SANDY SILT-LigM brown,moist,hard, <br /> 2-2-1 3W 95 21 cemented,fine grained <br /> s <br /> ( mtdome firms Light <br /> ol+j�vn,moist, <br /> rruedi <br /> 231 36 <br /> IML) DY SILT-Light brown,moist hard, <br /> P <br /> 9rdlned <br /> (ML)CLAYEY SILT-Light brown,sane fine <br /> Id <br /> J! <br /> L) SLT-Light gray-lxovm'ma <br /> gst <br /> 10 fifinn <br /> 2-10-1 45 a SILTY ow <br /> SAND-Light g•ay-brn,moiat _ <br /> dense,wth thin sift lenses,fine grained <br /> _—�-------- ---------- <br /> - Liffirt brown <br /> dome gravel,fine to coarsegr5lned _ <br /> 15 <br /> 2-151 3916' 1(/e7 dolnse}linLsto c=ams VJned mdsl <br /> r. <br /> SBp SILTY SAND-Light g: y-bmwn,molal <br /> ne grained,trace day <br /> (SNn SILTY SAND-Light frown,most,very <br /> dense,line to warse 9rlrrrW,some" 9revei - <br /> 20 <br /> 2-20.1 3013.5' <br /> 8aing r Dmpleled ata depth rN apgodmutely <br /> 20.5 below eX:seng site grade. <br /> $ 25 <br /> 5 <br /> i <br /> LOG OF BORING B-2 <br /> k'q KLEIN FELDER PROPOSED ASHTON PLACE SUBDIVISION 1 of 3 <br /> PETERS, CALIFORNIA <br /> Drafted By: GDG Project No": 23197.G01 i 5 <br /> Date: 2GM006 File Number. ST02GI45 — <br /> rm,.wniadfsaa.h M <br />