Laserfiche WebLink
SOIL LOG AND <br /> PERCOLATION TEST RESULTS <br /> CHURCH OF GOD, SEVENTH DAY <br /> 3929 HUBBARD AVE., STOCKTON, CALIFORNIA <br /> DEPTH(FT) SOIL LOG(USCS)DESCRIPTION PHOTO PERCOALTION TEST TEST RESULTS DEPTH(FT) <br /> 0.0 0.0 <br /> --------------- <br /> LO 1.0 <br /> Dark brown <br /> . silty lean <br /> 2.0 clay, moist 2.0 <br /> --------------- <br /> 3.0 - SHALLOW PERCOLATION 3.0 <br /> Dade brown TEST, RATE 25 MPI <br /> silty lean <br /> 4.07777 cemented 4.0 <br /> 5.0 5.0 <br /> — 6.0 6.0 <br /> Light brown <br /> 70 SM silty fine 7.0 <br /> sand, <br /> cemented <br /> 8.0 8.0 <br /> 9.0 9.0 <br /> 10.0 10.0 <br /> Light brown <br /> PI <br /> fine sand. <br /> 11.0 slightly 11.0 <br /> cemented DEEP PERCOLATION TEST, <br /> RATE 3.6 MPI <br /> 12.0 12.0 <br /> EXPLANATION: <br /> ' PERCOALTION TEST INTERVAL IS 6 INCHES. SATISIFACTORY <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 TEST IS3.0 TO 3.5 FEET DEEP.THE <br /> DEEP TESTIS GREATER THAN 35-5 TO 25 FEET DEEP. <br /> DATE DRILLED: 10/16/09 <br /> LIVE OAK DRILLING METHOD: HAND AUGER <br /> GEO ENVIRONMENTAL INC. PROJECT NUMBER: LOGE 914 PLATE I I <br />