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c <br />0 <br />.> <br />0 <br />0 <br />0 <br />0 <br />0 <br />x <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1- <br />0 <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 />BRAUN"' <br />I NTERTEC <br />LOG OF BORING <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />BORING: ST-C12 <br />LOCATION: N: 195998, E: 464525 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 />893.2 <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 />892.4 <br />0.8 <br />PAV <br />3 inches <br />of bituminous over 6 inches of aggregate <br />F <br />889.2 <br />4.0 <br />FILL <br />%%i <br />•'K <br />«4' <br />ii <br />i• <br />\base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, <br />brown, moist. <br />11.0 <br />SP <br />POORLY GRADED SAND, fine-grained, brown, <br />to wet, medium dense. <br />(Alluvium) <br />Reddish brown Silty Sand lenses at 10 feet. <br />moist <br />X 11 <br />X18 <br />882.2 <br />Y 22 <br />/\ <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-C12 page 1 of 1 <br />