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0 <br />0 <br />DRILLER: SC <br />Co <br />0 Elev. Depth <br />o feet feet <br />888.8 0.0 Symbol <br />BIT <br />aa) — FILL <br />`0 <br />al — <br />a) <br />u, <br />o <br />zs <br />0 884.8 4.0 <br />SP- <br />E <br />— <br />SM <br />a) <br />$— <br />a) <br />0 <br />a) <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />877.8 11.0 <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 />BORING: <br />LOG OF BORING <br />ST-C10 <br />LOCATION: N: 195282, E: 464524 See attached <br />sketch. <br />METHOD: 31/4" HSA, Autohammer DATE: 7/6/17 SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) <br />5 inches of bituminous. <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark — <br />brown and brown, moist. <br />POORLY GRADED SAND with SILT, fine-grained, <br />brown, wet, very loose to loose. <br />(Alluvium) <br />Waterbearing at 10 feet. <br />END OF BORING. <br />Water observed at 8 1/2 feet with 9 1/2 feet of <br />hollow -stem auger in the ground. <br />Boring then backfilled. <br />BPF WL MC P200 Tests or Notes <br />% % <br />8 <br />X4 <br />—X 7 <br />X 10 <br />10 12 <br />B1705491 Braun Intertec Corporation ST-C10 page 1 of 1 <br />