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7,,Park(2)1 5/16/2005 <br /> Surface Conditions: Landscaping area Date <br /> Groundwater. Groundwater encountered at a depth of approximately 10.5 feet below Logged By. PJL <br /> existing site grade. Total Depth: 21 feet <br /> Method: Hollow Stem Auger Boring Diameter 10 Inches <br /> Equipment: Woodward MD B-61 <br /> IFIELD <br /> & 6 <br /> Z <br /> E <br /> DESCRIPTION well <br /> E E <br /> 0 0. tE7 <br /> Coned. <br /> (CCL)GRAVELLY CLAY-Dark brown,dry,stiff -- <br /> -7 <br /> ---------- ------------------ <br /> (SIM SILTY SAND-Oliw-bnmn,wet,medium dense,tram <br /> organics,Fine grained,trace clay <br /> 10 <br /> 14 <br /> 9 Increase in day <br /> - -———————————————————————————-- <br /> 7 SANDY SILT-OIW"rown,tram clay,wet,medium stiff <br /> 10 <br /> 8 White wins <br /> 10 <br /> 26 With lace gravel to 2cm,imn oxidation <br /> 5 36 <br /> 1 <br /> 5 - aiwraw' z <br /> 12 -FSF)&RD-11MfHSlILT— 11We,—s I —rnedunn demo,poorly <br /> gr'wad <br /> 21 <br /> 18 <br /> !• (SII SRN SAND-Olive,wet,medium dense,fine grained——————————--- <br /> &QWCNIDY�S T-MciWedoliv�b�,mt,afi—mnIca—om— filo—n--- <br /> 26 <br /> 2' 14 ——————————————————— ——————— -7 <br /> (CL)SANDY CLAY-Mottled ol moist,stiff <br /> Boring completed at a depth of 7pmirnately 21 fee bekm existing <br /> site grade.4-Inch monitoring me flush well vault installed. <br /> LOG OF BORING MWM-24 <br /> PLATE <br /> 25 <br /> k% KLE1 N FELDER LMAOTSHSRIDOAL,EVILLAGE <br /> 1 of 1PCALIFORNIA <br /> 2 Drafted By. G.GOMEZ Project No.: 20-4099-04202 <br /> A-24 <br /> Date: 7f7/2OO5 HeNuffter. ST05G116 <br />