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ra-;), <br />CLIENT <br />PROJECT <br />DATE <br />DRILLING <br />DRILLING <br />LOGGED <br />NOTES <br />NTS- <br />City of Ramsey PROJECT <br />NAME <br />LOCATION <br />ELEVATION <br />WATER <br />AT TIME OF <br />AT END OF <br />0.25hrs AFTER <br />BORING NUMBER SB -2 <br />PAGE 1 OF 1 <br />Garnet Street & 168th Ave Reconstruction Project <br />NUMBER <br />STARTED <br />CONTRACTOR <br />METHOD <br />BY <br />Elevations <br />14.60582.100 PROJECT <br />Ramsey, MN <br />5/22/14 COMPLETED 5/22/14 GROUND <br />884.43 ft <br />HOLE SIZE <br />867.43 ft <br />6 inches <br />NTI GROUND <br />LEVELS: <br />DRILLING <br />DRILLING <br />DRILLING <br />17.00 ft / Elev <br />3 1/4 in. H.S.A. <br />RL CHECKED BY RTM <br />--- <br />provided by the City of Ramsey <br />17.00 ft / Elev 867.43 ft <br />DEPTH <br />(ft) <br />GRAPHIC <br />LOG <br />MATERIAL DESCRIPTION <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />POCKET PEN. <br />(tsf) <br />DRY UNIT WT. <br />(pcf) <br />MOISTURE <br />CONTENT (%) <br />ATTERBERG <br />LIMITS <br />FINES CONTENT <br />(%) <br />LIQUID <br />LIMIT <br />PLASTIC <br />LIMIT <br />PLASTICITY <br />INDEX <br />2" bituminous pavement over 2" aggregate base <br />SS <br />56 <br />2(2)2 <br />24 <br />44 <br />89 <br />FILL: SILTY SAND - (SM), fine to medium grained, trace gravel, <br />moist to wet at 2 feet, very loose to loose <br />(Fill) <br />HS <br />HS <br />SS67 <br />2 <br />1-3-2 <br />(5) <br />HS <br />5 <br />/ <br />CLAY - (CL), with silty sand layers, gray with iron oxide stains to <br />dark gray at 7 feet, moist, soft to medium <br />(Alluvial) <br />NOTE: Occasional fat clay (CH) seams at 10 feet. <br />HS <br />SS78 <br />3 <br />4-3-2 <br />(5) <br />1.00 <br />10 <br />HS <br />HS <br />4S <br />100 <br />1-1-2 <br />0.50 <br />HS <br />HS <br />S5S <br />100 <br />14-3 <br />0.25 <br />15 <br />HS <br />V <br />FAT CLAY - (CH), dark gray with iron oxide stains, moist, soft <br />(Alluvial) <br />HS <br />S6S <br />100 <br />0(2)1 <br />0.25 <br />HS <br />HS <br />SS <br />7 <br />100 <br />0-1-3 <br />(4) <br />0.25 <br />HS <br />HS <br />20 <br />POORLY GRADED SAND - (SP), fine to coarse grained, trace <br />gravel, brown and gray, waterbearing, medium dense <br />(Alluvial) <br />SS <br />8( <br />100 <br />8 <br />412) <br />Borehole backfilled with soil cuttings. <br />Boring terminated at 21.0 feet. <br />