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a SOIL LOG AND <br /> PERCOLATION TEST RESULTS <br /> VAN GRONINGEN PROPERTY <br /> 13799 E. CLINTON SOUTH AVE., RIPON, CA <br /> DEPTH SOIL LOG PERCOLATION `PEST DEPTH <br /> T (LTSCS) DESCRIPTION PHOTO TEST RESULTS (FT <br /> 0.0 0.0 <br /> 0.; <br /> 1.0 <br /> ... i.0 <br /> ..� _ - ;:ms's• - <br /> Reddish broth <br /> siliy sand. loose, <br /> 2.0 <br /> 2.0 <br /> 2.5 zS <br /> 3.0 3.0 <br /> . SHALLOW <br /> -- PERCOLATION TEST. <br /> —... RATE 41,6 MPI 3,5 <br /> 3.5 <br /> EXPLANATION: <br /> PERCOLATION TEST INTERVAL 1S 6 INCHES. SATISFACTORY <br /> RESULT IS LESS THAN OR EQUAL TO 60 MINUTES PER INCH(MPI) <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: 5/5/10 <br /> - Engi tering Geology DRILLING METHOD: HAND AUGER <br /> - Environnzemal PROJECT NUMBER: LOGE1010 <br /> - Geoplmsics PLATE 9 <br />