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FEHR GRE <br /> in M BORING NUMBER SB8 <br /> \I'7/ 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 Man Street/142 West Wood Street <br /> DATE STARTED 9/17/15 COMPLETED 9/17/15 GROUND ELEVATION HOLE SIZE T <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 Z'irkle AT END OF DRILLING — <br /> NOTES AFTER DRILLING — <br /> W a <br /> = 0. v <br /> �W z <br /> u a Co a O MATERIAL DESCRIPTION <br /> a Z w = C) n <br /> Concrete <br /> 0.0 <br /> Medium brown silty day with well rounded sand,low plasticity,very stiff. <br /> 0.0 <br /> MAC 100 <br /> 0.0 <br /> 0.0 <br /> 5 0.0 <br /> CL- <br /> ML 0.0 <br /> 0.0 <br /> DT 100 <br /> 0.0 <br /> 0.0 <br /> 10 0.0 <br /> 10.3 <br /> Medium brown silty day with well hounded sand and fine gravel,low plasticity,very stiff. 0.0 <br /> CL- 0.0 <br /> ML <br /> DT 100 <br /> 13.1 0.0 <br /> Medium brown silt and sand,poorly sorted,fine to coarse grained,wet to saturated. 0.0 <br /> SM <br /> 14.5 <br /> 15 110 No Recovery 0.0 <br /> Light gray to olive gray silty fine to coarse sand,saturated. 0.0 <br /> h SM <br /> 17.0 0.0 <br /> S DT 100 light grayish brown very still low plasticity day. 0.0 <br /> G 0.0 <br /> 20 20.0 0.0 <br /> R bottom of hole at 20.0 feet. <br /> ui <br /> oo_J <br /> �l <br /> g <br /> N_ <br /> 3 <br /> x <br /> m <br /> J <br /> WZ <br /> W <br />