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SOIL LOG AND <br /> PERCOLATION TEST RESULTS <br /> 23228 N. ELLIOTT ROAD, ACAMPO CA <br /> DEPTH(FT) SOIL LOG(USCS)DESCRIPTION PHOTO PERCOALTION TEST TEST RESULTS DEPTH(FT) <br /> 0.0 0.0 <br /> . ;i;'•'': Dark brown <br /> 0.5 = fine sandy silt 0-5 <br /> 1 <br /> 1.0 <br /> .0 <br /> 1.5 1.5 <br /> 2.0 2.0 <br /> Reddish <br /> 2.5 brown fine <br /> .. 2.5 <br /> sandy silt, SHALLOW PERCOLATION <br /> slightly TEST, RATE 7.3 MPI <br /> 3.0 cemented <br /> 3.0 <br /> 3.5 3.5 <br /> 4.0 4.0 <br /> 4.5 4.5 <br /> 5.0 5.0 <br /> Reddish <br /> brown silty <br /> fine sand, <br /> 5.5 cemented 5.5 <br /> 6.0 6.0 <br /> EXPLANATION• <br /> PERCOALTION TEST INTERVAL IS 6 INCHES. SATISIFACTORY <br /> RESULT IS LESS THAN OR EQUTAL TO 60 MINUTES PER INCH(MPI) <br /> FOR A SHALLOW TEST OR LESS THAN OR EQUIL TO 30 MPI FOR A <br /> DEEP TEST. SHALLOW TEST IS 3.0 TO 3.5 FEET DEEP.THE <br /> DEEP TEST IS GREATER THAN 3.5 TO 25 FEET DEEP. <br /> i <br /> DATE DRILLED: 10/21/09 <br /> LIVE OAK DRILLING METHOD: HAND AUGER <br /> CEO ENVIRONMENTAL INC. PROJECT NUMBER: LOGE915 <br /> Plate No.: 9 <br />