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EHR �R,l:�;.�M BORING NUMBER SB6 <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 9/17115 COMPLETED 9/17/15 GROUND ELEVATION HOLE SIZE 2" <br /> DRILLING CONTRACTOR Earth Solutions GROUND WATER LEVELS: <br /> DRILLING METHOD Georxobe 7822DT AT TIME OF DRILLING -- <br /> LOGGED BY Erica Toledo CHECKED BY Joel Zirkle AT END OF DRILLING - <br /> NOTES AFTER DRILLING — <br /> W N V <br /> W a 7 O y O MATERIAL DESCRIPTION <br /> 2z W C a <br /> w o• <br /> 0.5 <br /> Concrete <br /> 12.8 <br /> Light brown to black and red SM with sand,gravel and brick fill. <br /> 39.0 <br /> MAC 100 GM 3.5 <br /> 13.8 <br /> 5 �3 14.6 <br /> Light brown graystly alit.very soft.sticky,low plasticty,with some daWaded petroleum odor. 3.3 <br /> 6.6 <br /> DT 50 MLG 9.7 <br /> 9.0 38.7 <br /> 10 MLG 10.0 110irY dark brown grevely silt.very soft,sticky,low plasticity with some degraded petroleum odor. 1089 <br /> Light gray to light brown low plasticity.sandy day,moist,slight petroleum odor. 79.6 <br /> 31.8 <br /> DT 100 CL 128.3 <br /> 1570. <br /> Is 15.0 231.0 <br /> Light brown silt with fine.well rounded,gravel and fine to medium sand.dense. 56.8 <br /> ML 14.5 <br /> $ OT 100 252 <br /> 18. <br /> '; <br /> Light grayish a'�.very .sift with sand,lowplastidty. 81.6 <br /> 0 20 20.0 503.4 <br /> o Light grayish brown fine to coarse,poorly sorted sand with sift,wet to saturated,odorous. 235.5 <br /> m <br /> o 583.3 <br /> $ DT 100 SM 11661.10 <br /> g 973.3 <br /> 25 '25 0 1326. <br /> Bottom of hole at 25.0 feet <br /> LU <br /> 3 <br /> IL <br /> <QJ <br /> 1zW( <br /> V <br />