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SOIL SNOINSSRINO SSRV/c15"INc. <br />LOG OF BORING <br />PROJECT: 70-243 <br />. S T -1 <br />LOCATION: <br />House on Fagersness Point <br />Orono, 'Minnesota <br />West end of Site <br />DATE: <br />8/21/7e <br />SCALE: 1"=4' <br />Tests or Notes <br />Elev. <br />Depth <br />Description of Materials <br />BPF <br />98.1 <br />0' <br />lopsoll, Loam, siighriy plastic, <br />97.1 <br />1' <br />black moist <br />ClaN Loam, <br />light brown, moist <br />, <br />9S .1 <br />3'(soft) <br />` <br />. <br />Peat, <br />with a trace of grey Sand, <br />dark grey, <br />3 <br />92.1 <br />61 <br />moist (soft) <br />Silty Clay Loam.to Clay Loam, <br />with lenses of Fine to Medium San <br />90.1 <br />8' <br />light grey, wet (rather soft_) <br />S <br />Clay Loam to Clay, <br />with a trace of Dine Gravel, <br />light grey, <br />9 <br />moist <br />(rather stiff) <br />86.1 <br />121 <br />Sandy Clay Loam, <br />with a trace of Fine Gravel, <br />b• and grey, <br />m <br />_ f to very stiff) <br />13 <br />30 <br />74.1 <br />24, <br />Fine to IMedium Sand and Sandy LoajT13 <br />brown, <br />72.1 <br />26' <br />wet_ (stiff) <br />Sandy Clay Loam, <br />with a trace of Fine Gravel, <br />dark grey, <br />moist <br />(stiff) <br />68-1 <br />r <br />14 <br />e <br />iately after <br />later lev-1 down IV when measure <br />17 <br />completion of boring and down 4.0 <br />%0i <br />n <br />rechecked 4 hours <br />later. <br />