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<br />~ <br />I <br />I. <br />I' <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />PROJECT: SP86-009 <br /> <br />Elev. Depth <br />94.4 0.0 <br /> <br /> <br />..9 <br />o <br />c <br />E <br />I- <br />Gl <br />.. <br /> <br />Gl <br />.~ <br />... <br /> <br />I- <br />U <br />II> <br />Gl <br />"U <br /> <br />"U <br />C <br />e <br /> <br />c <br />.~ <br />.. <br />e <br />:;) <br />e <br />> <br />Gl <br /> <br />I- <br />o <br />..... <br /> <br />II> <br />Gl <br />.. <br />e <br />a.. <br /> <br />"U <br />l- <br />e <br />"U <br />c <br />e <br />... <br />V) <br /> <br />"U <br />c <br />e <br /> <br />LOG <br /> <br />ASTM <br />D2487 <br />Symbol <br /> <br />SM <br /> <br />SC <br /> <br />OF BORING <br /> <br />SUBSURFACE INVESTIGATION <br />Proposed Office~Varehouse <br />N.E. Quad. of 1st Ave. N.W. & <br />14th St. N.E. <br />New Brighton, t-IN <br /> <br /> <br />BRIIUn" <br /> <br />ENGINEERING TESTING <br /> <br />ST-13 <br />lOCATION: <br /> <br />See Attached Sketch <br /> <br />DATE: 3-13- 86 <br />Tests <br /> <br />Descrtption of "-IcIterTals BPF <br />(ASTM D2488) <br /> <br />Fill, SILTY SAND, mostly fine* <br /> <br />CLAYEY SAND, mostly fine grained, <br />a trace of gravel, olive gray 5 <br />to light brown, moist to wet, <br />rather stiff to stiff <br />(Glacial Till) <br /> <br /> <br />14 <br /> <br />.... <br />I- <br />o <br />~ 15 <br /> <br />Gl <br />Gl <br />V) <br /> <br />64.4 30.0 <br /> <br />Water level not encountered with <br />30' of hollow- stem auger in the <br />ground. <br />** <br /> <br /> <br />SCALE: 1"==4' <br />CX" Notes <br /> <br />*to medium grained, <br />dark brown, moist <br /> <br />**Water level not <br />encountered to cave-in <br />depth of 7' irmnediateh' <br />after wi thdrawal of ' <br />the auge r . <br /> <br />Boring immediately <br />backfi l1ed. <br />