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SOIL LOG AND <br /> PERCOLATION TEST RESULTS <br /> PONDL WINERY <br /> 665 W. TURNER ROAD, LODI, CALIFORNIA <br /> DEPTH SOIL LOG PERCOLATION TEST DEPTH <br /> (FF) (U SCS) DESCRIPTION PHOTO TEST RESULTS (FT) <br /> 0,0 .. .'... Op <br /> ••••• Lt. brown, do silts <br /> fine to medium send. <br /> sligluh cemented. <br /> p <br /> Lt. broRlLliloiSt situ <br /> ..._... fine to medium said. <br /> 20 2u <br /> LIbmtca moist. fine <br /> -$N6.. to medium sand with <br /> silt. <br /> 25 —. <br /> SP Lt. broen moist fine SHALLOW <br /> sad loose PERCOLATION TEST. <br /> RATE 42 MPI <br /> 1 <br /> ie 3 <br /> E.kTLANATION: <br /> PERCOLATION TEST INTERVAL 1S 6 <br /> ' INCHES. SATISFACTORY'RESULT IS LESS THAN OR EQUAL TOO60bo MINITNUTES PER INCH (WI) <br /> FOR A SHALLOW TEST OR LESS THAN OR EQUAL TO 30 MPI FOR A <br /> DEEP TEST. SHALLOW TESTIS 3.0 TO 3.5 FEET DEEP.THE <br /> LIVE OAK DEEP TEST IS GREATER THAN 3.5 TO 25 FEET DEEP. <br /> GEO ENVIRONMENTAL INC. DATE DRILLED. 6/2/10 <br /> Engineering Geolohc DRILLING METHOD: HAND AUGER <br /> Enciraunemal PROJECTNUMBER: LOGE1013 <br /> Geoph}sits PLATE 9 <br />