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Ekx <br /> a 5Paye: <br /> BORING NUMBER SB9 <br /> FEHR GRANA 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 9/17115 COMPLETED 9/17115 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 MILLING <br /> WCL o <br /> Eu <br /> vi = Eo <br /> r > ci 0.O MATERIAL DESCRIPTION ° <br /> 0-Z U Uj <br /> J a <br /> 0- 00 <br /> Q W C7 <br /> co W <br /> Conte 0.5 <br /> Light brown silty,dayey,sand,dense,fill. <br /> 0.5 <br /> DT 100 CL- 0.7 <br /> ML 1.3 <br /> 5 1 0.3 <br /> 5.5 1.3 <br /> Light brown fine to medium sand with sift,loose,dry to most. <br /> 0.4 <br /> DT 60 0.3 <br /> 0.2 <br /> 0.4 <br /> 10 <br /> SM 0.5 <br /> 1.3 <br /> DT 80 0.3 <br /> 0.2 <br /> 15 15.0 0.2 <br /> SM 15.5Light brown silty fine to medium sand,wet to saturated. <br /> 98.6 <br /> n Medium gray silty sand and grave with degraded petrcieum odor. <br /> 535.5 <br /> S DT 80 ML 277.6 <br /> 26.5 <br /> 20 1 20.0 13.5 <br /> Bottom of hole at 20.0 feet. <br /> ui <br /> J <br /> g <br /> N_ <br /> J <br /> W <br /> 3 <br /> x <br /> m <br /> J <br /> W <br /> Z <br /> W <br /> W <br />