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CAMP DRESSIER&McKEE Sheet 4 of 5 <br /> (MM BOREHOLE LOG <br /> ARL-2A <br /> Client: City of Stockton Project Name: Stockton,CA <br /> Project Location: Austin Road Landfill Project Number. 2600-22118 <br /> c. <br /> r- k® .2 E <br /> a® Sample EIV. ta E = M = Material <br /> Number Depth c Cc CL 93 & <br /> Sa Ut 0 <br /> cc cow- (ft.) - 00, 0 r%'9 Description <br /> 32 C3 <br /> 100 M-Sv F <br /> 6010 <br /> 1 -64.0 <br /> 106 SM (TOFVR-SA�Y sand poorly jm­di3,-- <br /> - fine grained;slit 25%;non plastic;medium dense;Very Moist; <br /> -,micaceous:mottle Fe203 staining. <br /> POORLY GRADED SAND,dark brown(10 YR 4113);fine grained; <br /> 60130 abundant muscovite.very dense;mod.cementation;wet;strong <br /> F9203 staining Wong rootlet voids;voids present<5%,but up to <br /> 3mm. <br /> -69.0 <br /> 110 SM SILTY SAND,darkbrown(f0­YR-3d)7sand poorly-gTdeFfin;- <br /> grained;slit 20%;sl.plastic;dense;bedding visible blotile;h.min. <br /> laminations,Fe203 stained horizontal laminations;prapr for h. <br /> 60/18 punch sample;wet. <br /> Z4.9 <br /> HP A RL-2A-GW1 15 -115 <br /> 'X-C -SJWDV-CLAY,yellowish-brown-(1OV-Rg4-);Tlai-mad plasticity- <br /> and toughness;sand poorly graded;fine grained;stiff mottled <br /> 60112 73 O® 1P/G% �F9203 staining;abundant muscovftoLmoist. <br /> < GRAVEL-driller Indicated that conditions felt like gravel-None <br /> recovered. <br /> 'Q <br /> ZV-O <br /> 120 <br /> O <br /> 60/30 < - - - - - - - - - - - - - - - - - - <br /> SM SILTY SAND,dark brown(10 YR 313);sand poody graded fine <br /> SP grained;slit 20%;M.plastic;dome;bedding visible bloUte,h.min. <br /> SID laminationsf;F9203 stained hod laminations;prepr for h.punch <br /> -14.0 <br /> SW -.saWs;wal <br /> 126 POORLY GRADED SAND;dark brown(110 YR 3/3);F-Med <br /> grained:sub-ang rd;gen.equal proportions F-M;don";well <br /> develed 2nd porosity up to 3 mm<10%;wet. <br /> Cementation ends. <br /> 60124 <br /> WELLGRADED heaving sand,-apFrox-2!sand inside- <br /> auger 0123-125. <br /> As above,trace gravel up to 1/2"(<S%);moist. <br /> 130 SID POORLY GRADED SAND,light olive brown(2.5 Y 5/3);fine <br /> grained;trace silt;abundant muscovite;dense;wet;thin FeZ03 <br /> stained laminations present. <br /> 60124 <br /> �0 <br /> 135 Sp POORLY GRADED SAND,light alive brown(2.5 Y 5/3),fine to <br /> medium grained*.dense;wet;depth to water 0 TD=86.5'. <br /> kRL-2A-1&1 6010 <br /> CS 010830 <br /> City Of Stockton 190955.= <br /> ,tIHPA� .2A-Gw140 <br />