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0 <br />0 <br />DRILLER: SC <br />0 <br />o Elev. Depth <br />o feet feet <br />883.0 0.0 <br />a 882.4 0.6 <br />a <br />0 — <br />0 879.0 <br />a)— <br />H <br />.Q <br />o <br />0 <br />co <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />B RAU N'M <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 />4.0 <br />S P- <br />SM <br />872.0 11.0 <br />• i <br />BORING: <br />LOG OF BORING <br />ST-C4 <br />LOCATION: N: 195602, E: 464086 See attached <br />sketch. <br />METHOD: 3 1/4" HSA, Autohammer DATE: 7/5/17 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />3 inches of bituminous over 4 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark <br />brown, moist to wet. <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 />END OF BORING. <br />Water observed at 9 feet with 9 1/2 feet of hollow -stem <br />auger in the ground. <br />Boring then backfilled. <br />BPF WL Tests or Notes <br />B1705491 Braun Intertec Corporation ST-C4 page 1 of 1 <br />