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Ekmk. 4558 PdVem 511 <br /> FEHR GRA`� �omkM BORING NUMBER SB6 <br /> `nPAGE 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 _Geoprobe 7822DT AT TIME OF DRILLING <br /> LOGGED BY Erica Toledo CHECKED BY Joel Zirtde AT END OF DRILLING - <br /> NOTES AFTER DRILLING -- <br /> a <br /> �w <br /> = E <br /> a.g w 0 > vUi O MATERIAL DESCRIPTION a <br /> p Qz w 0 <br /> N W a. <br /> 0.5 Concrete 12.8 <br /> Light brown to Wads and red sift with sand,gravel and brick fill. <br /> 39.0 <br /> MAC 100 JGM 3.5 <br /> 13.8 <br /> 5 5.3 14.6 <br /> Light brown gravelly sift,very soft,sticky,low plasticity,with some degraded petroleum odor. 3.3 <br /> 6.6 <br /> DT 50 MLG <br /> 9.7 <br /> 9.0 38.7 <br /> � <br /> 10 MLG 10.0 very dark brown gravelly sift,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. <br /> 7s.s <br /> 31.8 <br /> DT 100 CL 128.3 <br /> 1570. <br /> 15 <br /> 115.0 231.0 <br /> Light brown sift with fine,well rounded,gravel and fine to medium sand,dense. <br /> IS, 56.8 <br /> ML C 14.5 <br /> o DT 100 25.2 <br /> y 18.5 <br /> ML '; Light grayish brown,very dnnse,sift with sand,low plasticity. 81.6 <br /> 201. <br /> 20.0 503A <br /> Light grayish brawn fine to coarse,poorly sorted sand with silt,wet to saturated,odorous. 235.5 <br /> CDm <br /> R 583.3 <br /> J_ <br /> DT 100 SM 1661. <br /> g 973.3 <br /> 25 :25.0 <br /> 1326. <br /> A Bottom of hole at 25.0 feet. <br /> w <br /> LU3 <br /> a <br /> x <br /> m <br /> J <br /> LU <br /> z <br /> W <br /> (7 <br />