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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 />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-C11 <br />LOCATION: N: 195903, E: 464272 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 />881.7 <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 />MC <br />% <br />Tests or Notes <br />880.9 <br />0.8 <br />PAV <br />3 inches <br />of bituminous over 6 inches of aggregate <br />F <br />X 12 <br />X7 <br />�/ 3 <br />15 <br />OC=2% <br />878.7 <br />3.0 <br />FILL <br />%%i <br />'K <br />�00 <br />\base. <br />FILL: Poorly Graded Sand with Silt, fine- to <br />medium -grained, dark brown, moist to wet. <br />873.7 <br />8.0 <br />SM <br />:. <br />SILTY SAND, fine-grained, slightly organic, black, <br />loose. <br />(Swamp Deposit) <br />wet, <br />— <br />11.0 <br />CH <br />OP <br />/ <br />FAT CLAY, trace fibers and roots, gray, wet, soft. <br />(Swamp Deposit) <br />—[� <br />870.7 <br />X 3 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-C11 page 1 of 1 <br />