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0 <br />0 <br />a) <br />DRILLER: SC <br />Co <br />o Elev. <br />o feet <br />c 881.8 <br />X 881.1 <br />a)_ <br />`o <br />— <br />a) <br />0 <br />0 <br />o— <br />c <br />E <br />— <br />H <br />Depth <br />feet <br />0.0 <br />0.7 <br />a) <br />>— <br />a <br />a) <br />874.8 7.0 <br />a) <br />0 <br />a) — <br />a) <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />872.3 <br />870.8 <br />B RAU N' <br />I NTE RTEC <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />Symbol <br />PAV <br />FILL <br />BORING: <br />LOG OF BORING <br />ST-C3 <br />LOCATION: N: 195609, E: 463651 See attached <br />sketch. <br />METHOD: 31/4" HSA, Autohammer DATE: <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) <br />3 inches of bituminous over 5 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, <br />brown to dark brown, wet. <br />CL %// LEAN CLAY, gray, moist, rather soft. <br />(Alluvium) <br />9.5 <br />SP POORLY GRADED SAND, fine- to coarse -grained, <br />gray, waterbearing, very loose. X 3 <br />11.0 (Alluvium) <br />7- <br />7/5/17 SCALE: 1" = 4' <br />BPF WL MC <br />% <br />16 <br />X4 <br />4 <br />END OF BORING. <br />Water observed at 7 feet with 9 1/2 feet of hollow -stem <br />auger in the ground. <br />Boring then backfilled. <br />18 <br />Tests or Notes <br />An open triangle in the <br />water level (WL) column <br />indicates the depth at <br />which groundwater was <br />observed while drilling. <br />Groundwater levels <br />fluctuate. <br />B1705491 Braun Intertec Corporation ST-C3 page 1 of 1 <br />