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Draft4 <br />4 <br />6 <br />10 <br />12 <br />18 <br />FILL <br />COARSE <br />ALLUVIUM <br />FILL, mixture of sand with silt and silty sand, a <br />little gravel, trace roots, brown and dark brown <br />SAND, a little gravel, fine to medium grained, <br />brown and light brown, moist, loose (SP) <br />SAND, fine to medium grained, grayish brown, <br />moist, medium dense (SP) <br />SAND. a little gravel, fine to coarse grained, <br />grayish brown, moist, medium dense (SP) <br />END OF BORING <br />*WD - Water level measured while drilling <br />*AD - Water level measured at completion of <br />drilling <br />M <br />M <br />M <br />M <br />M <br />M <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br /> 10 <br /> 8 <br /> 12 <br /> 12 <br /> 10 <br /> 12 <br />None <br />None <br />0-13' <br />Rig: <br />*WD <br />*AD <br />6/8/21 <br />6/8/21 <br />Surface Elevation <br />DATE <br />BR LG: <br />TIME <br />DR: <br />4.0 <br />WATERLEVEL <br />DEPTH: <br />6/8/21 <br />NOTE: REFER TO <br />THE ATTACHED <br />SHEETS FOR AN <br />EXPLANATION OF <br />TERMINOLOGY ON <br />THIS LOG <br />CASINGDEPTHSAMPLEDDEPTH3.25" HSA <br />GRD751 <br />BORINGCOMPLETED: <br />DR <br />96.3 <br />DRILLING METHOD <br />CAVE-INDEPTH DRILLINGFLUID LEVEL <br />WATER LEVEL MEASUREMENTS <br />MCGEOLOGY <br />SB- 1 (p. 1 of 1) <br />Main & Gates Redevelopment; Elk River, MN <br />AET No: <br />Project: <br />01-DHR-060 <br />NDEPTHINFEET <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />SUBSURFACE BORING LOG <br />PL <br />FIELD & LABORATORY TESTS <br />03/2011 <br />MATERIAL DESCRIPTION <br />RECIN.SAMPLETYPE <br />P-0001445 <br />LLDENWC %-#200 <br />Log of Boring No. <br />AMERICAN <br />ENGINEERING <br />TESTING, INC.AET_CORP P-0001445 MAIN & GATES.GPJ AET+CPT+WELL_20181012_JG.GDT 6/9/21