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Unix*w 4558 Page; 507 <br /> FEHR GRA11 M 1 <br /> BORING NUMBER SB <br /> PAGE 1 OF 1 <br /> ENGINEERING&ENVIRONMENTAL <br /> CLIENT City of Decatur PROJECT NAME Tick Properties <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 2" <br /> DRILLING CONTRACTOR Earth Solutions GROUND WATER LEVELS: <br /> DRILLING METHOD Geoprobe 7822DT AT TIME OF DRILLING <br /> LOGGED BY Erica Toledo CHECKED BY Joel Zirkle AT END OF DRILLING — <br /> NOTES AFTER DRILLING - <br /> wa. <br /> a <br /> E <br /> _ w <br /> wn CL <br /> MATERIAL DESCRIPTION <br /> a o <br /> o Qz w D 0 a <br /> 7.6 <br /> Light brawn 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 gravel,law plasticity,stiff. 6.0 <br /> DT 50 3.8 <br /> CL- 3.4 <br /> 10 1 <br /> ML 8.9 <br /> Concrete <br /> 2.9 <br /> 11.8 3.2 <br /> DT 100 Light brown fine to medium moderately well sorted sand,moderately Bose,moist. 4.9 <br /> 4.2 <br /> 15 <br /> SP 4.9 <br /> V 6.5 <br /> 0 <br /> DT 70 5.4 <br /> 19.0 4.5 <br /> Light brown sift,low plasticity,moderately dense,moist to wet. <br /> 20 <br /> PL 1.4 <br /> ui <br /> o ML 34.5 <br /> J <br /> DT 83 6.8 <br /> $ 24.0 4.2 <br /> 25 CLG 25.0 Light gray,low plasticity stiff day with well rounded gravel. 4.4 <br /> N Bottom of hole at 25.0 feet. <br /> 3 <br /> x <br /> m <br /> J <br /> W <br /> W <br /> T <br /> W <br />