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Bwk. 45M Page. 507 <br /> EHR GR�`.n.� BORING NUMBER SB2 <br /> PAGE 1 OF 1 <br /> ENGINEERING&ENVIRONMENTAL <br /> CLIENT City of Decatur PROJECT NAME Tick Prooerties <br /> PROJECT NUMBER 12-139H A03M PROJECT LOCATION 151 West Main Street/142 West Wood Street <br /> DATE STARTED 9/17/15 COMPLETED 9/17!15 GROUND ELEVATION HOLE SIZE Y <br /> DRILLING CONTRACTOR Earth Solutions GROUND WATER LEVELS: <br /> DRILLING METHOD Geoorobe 7822DT AT TIME OF DRILLING — <br /> LOGGED BY Erica Toledo CHECKED BY Joel Zirkle AT END OF DRILLING — <br /> NOTES AFTER DRILLING <br /> w a <br /> _ �w CLE <br /> V a j o y MATERIAL DESCRIPTION o <br /> az a <br /> Concrete 7.6 <br /> UgN brown silty sand,gavel and brick fill. <br /> 19.1 <br /> MAC 100 106.2 <br /> GW- <br /> GM 2.9 <br /> 5 2.6 <br /> 6.0 2'8 <br /> Light brown clayey sift with well rounded gavel.low plasticity.stiff. 6.0 <br /> DT 50 3.8 <br /> CL- 3.4 <br /> 10 ML 8.9 <br /> 2.9 <br /> 11.8 3.2 <br /> Light bronm fine to medium moderately well sorted sand,moderately loose.moist. <br /> OT 100 4.9 <br /> 4.2 <br /> 1 <br /> SP 4.9 <br /> 6.5 <br /> DT 70 ° 5.4 <br /> 19.0 4.5 <br /> Light brwrn silt,low plasticity,moderately dense,moist to wet. <br /> a 20 <br /> 1.4 <br /> 4J <br /> ML 34.5 <br /> Y! <br /> DT 83 6.8 <br /> g24.0 4.2 <br /> 25 CLG FA25.0 UgVA gray'low plastiolty stiff day with well rounded gavel. 4.4 <br /> Bottom of hole at 25.0 feet <br /> w <br /> 3 <br /> sqJ <br /> W <br /> Z <br /> W <br /> Li <br />