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B.�_AU -- <br />LOG OF BORING <br />c <br />0 <br />.> <br />0 <br />c <br />0 <br />c <br />x <br />0 <br />0 <br />0 <br />r <br />0 <br />0 <br />0 <br />c <br />E <br />1- <br />0 <br />N <br />0 <br />0 <br />0 <br />0 <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 4/3/18 1 <br />NTE RTE`_ <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />BORING: ST-C4 <br />LOCATION: N: 195602, E: 464086 See attached <br />sketch. <br />DRILLER: SC <br />METHOD: 3 1/4" HSA, Autohammer <br />DATE: 7/5/17 <br />SCALE: 1" = 4' <br />Elev. <br />feet <br />883.0 <br />Depth <br />feet <br />0.0 <br />Symbol <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />BPF <br />WL <br />Tests or Notes <br />882.4 <br />0.6 <br />PAV <br />» <br />3 inches of bituminous over 4 inches of aggregate <br />base. <br />11 <br />— <br />-X <br />879.0 <br />4.0 <br />FILL <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark <br />brown, moist to wet. - <br />11.0 <br />SP- <br />SM <br />::.:...: <br />POORLY GRADED SAND with SILT, fine-grained, <br />brown, wet, loose to medium dense. <br />(Alluvium) <br />Waterbearing at 9 feet. <br />Intermixed with gray, Lean Clay at sampler tip. <br />X 11 <br />X12 <br />872.0 <br />X 6 <br />— <br />- <br />END OF BORING. <br />Water observed at 9 feet with 9 1/2 feet of hollow <br />auger in the ground. <br />Boring then backfilled. <br />-stem <br />- <br />— <br />B1705491 <br />Braun Intertec Corporation <br />ST-C4 page 1 of 1 <br />