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• Intertek <br /> SOIL BORING LOG: B - 5 <br /> Project: Golden Oil-Pleasant Springs Project No.: 0092822 <br /> Drill Date: July 17,2017 <br /> Location: Stoughton,Wisconsin Drilled by: Shawn <br /> Logged by: Josh <br /> DEPTH/EL. VISUAL SOIL CLASSIFICATION SAMPLE N Op Qu MC <br /> (feet) GROUND SURFACE ELEVATION: 872.1 NO. REMARKS <br /> (bP� lts� lts� (�) <br /> - 4"Blackish brown sandy SILT,trace gravel(TOPSOIL),damp <br /> - 871.6 <br /> 1-SS 6 <br /> 1 - 871.1 <br /> - 870.6 <br /> 2-SS 36 2 <br /> 2 -- 870.1 - <br /> - 869.6 <br /> 3 - 869.1 <br /> Tan silty SAND with gravel,damp <br /> - 868.6 - <br /> 4 868.1 <br /> 3-SS 32 3 <br /> - 867.6 - <br /> 5 - 867.1 <br /> - 866.6 <br /> 6 866.1 4 <br /> 865.6 <br /> 4-SS 27 8 _ <br /> 7 -- 865.1 - <br /> 864.6 <br /> 8 - 864.1 <br /> Tan sandy GRAVEL,trace silt,wet _ <br /> 863.6 <br /> 9 - 863.1 <br /> 5-SS 32 6 - <br /> 862.6 - <br /> 10 - 862.1 <br /> END OF BORING @ 10±FEET <br /> FIELD OBSERVATIONS: ADDITIONAL COMMENTS: <br /> Water Level du,„,y 6±feet below ground surface(EL.866.1±) <br /> Water Level : N/A • <br /> Caved at icon ,e,KK,:4±feet below ground surface(EL.868.1±) <br /> Delay Time N/A -- <br /> Water Level de,ayed: N/A <br /> Caved at deayed: N/A <br /> Note:Lines of stratification represent an approximate boundary between soil types. Variations may occur between sampling intervals and/or boring locations. <br /> Transitions may also be gradual. <br />