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� <br /> % �_ ,�,��5" LOG l� F B (� RING <br /> 1�1TEf�TEC <br /> Braun Project BL-06-04823 BORING: ST-1 <br /> GEOTECHNICAL EVALUATION LOCATION: East boring location near tennis court <br /> Proposed Pool <br /> 21i�u Abingdon Way <br /> Orono,Minnesota - <br /> DRILLER: ti3ike MeVdilliams METHOD: 3 1/4"I ISA Autohammer DATE: 10/24/OG SCALE: 1"=4' <br /> Elev. Depth <br /> feet feet ASTM Description of A�taterials �pF WL MC qp Tests or Notes <br /> p?? C1.Q Svmhol (ASTM D2488 or D2487) % tsf <br /> 97.4 0.3 FILL FiLL: Leau Clay,black,moist. �=' Benchmark: <br /> FILL To soil "� Elevation 100.0� <br /> FILL: Clayey Sand,dark brown,wet. lowest level <br /> _ (Possible Fiil) 6 ' elevation of existing <br /> � house. <br /> 93.7 4.d ' <br /> CL SANDY LEAN CLAY,with A trace of Gravel,brown and <br /> gray at 12 feet then gray,wet,medium to stiff. 10 l 1/2 <br /> (Glacial Till) <br /> � <br /> � <br /> 0 <br /> c° 13 17 1 1/4 <br /> � <br /> .`o <br /> .n <br /> c.�., <br /> O <br /> 0 13 1 1/2 <br /> .� <br /> � <br /> � <br /> v <br /> �° 16 2 <br /> � <br /> W <br /> .0 <br /> b <br /> O <br /> � g <br /> .� <br /> � <br /> H <br /> i <br /> i.— <br /> N <br /> a" <br /> � <br /> � <br /> 8 <br /> 7�.2 20.5 <br /> END OP BORING. <br /> Water not observed with 19 feet of hollow-stem auger in <br /> the ground. <br /> � <br /> � Water not observed to cave-in depth of 7 feet immediately <br /> � after withdrawing the auger. <br /> � Boring immediately backfi(fed. <br /> z <br /> d <br /> � <br /> � <br /> � <br /> N <br /> a <br /> 0 <br /> 0 <br /> a <br /> V <br /> Q <br /> x <br /> � <br /> � ST-I page 1 of( <br /> .,-_•...T.,.a�r..,.r`nm�ration <br />