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DCPZP-2018-00233
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DCPZP-2018-00233
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1/25/2019 9:21:17 AM
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7/3/2018 1:26:24 PM
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DCPZP-2018-00233
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Intertek •'��'• <br /> SOIL BORING LOG: B - 7 <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 Qp Qu MC REMARKS <br /> (feet) GROUND SURFACE ELEVATION: 872.9 NO. (bpf) (tsf) (tsf) (%) <br /> - 872.4 8"Black silty CLAY with trace gravel(TOPSOIL).damp <br /> 1-SS 26 — <br /> 1 - 871.9 <br /> - 871.4 <br /> 2-SS 13 9 ., <br /> 2 -- 870.9 <br /> Brown silty SAND with gravel,damp <br /> - 870.4 <br /> 3 - 869.9 - <br /> 869.4 - <br /> 4 - 868.9 - <br /> 3-SS 30 3 — <br /> - 868.4 - <br /> 5 867.9 Tan silty SAND with gravel,damp - <br /> 867.4 r <br /> 6 866.9 <br /> - 866.4 <br /> 4-SS 22 6 - <br /> 7 -- 865.9 - <br /> - 865.4 <br /> 8 864.9 Brown GRAVEL with sand,trace silt,wet <br /> - 864.4 <br /> 9 - 863.9 - <br /> 5-SS 17 10 - <br /> - 863.4 <br /> 10 - 862.9 <br /> END OF BORING @ 10±FEET <br /> FIELD OBSERVATIONS: ADDITIONAL COMMENTS: <br /> Water Level d,,,;,,g anii„g:8±feet below ground surface(EL.864.9±) <br /> Water Level i :N/A <br /> Caved at cor„oet,„:6±feet below ground surface(EL.866.9±) <br /> Delay Time: N/A -- <br /> Water Level delayed: N/A <br /> Caved at de�yed: 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 />
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