Laserfiche WebLink
0�%NE4 LOG OF BORING NUMBER <br />rlFMI <br />` PROJEC'NAME I AR•��+;'E: tiWti=Ea <br />l ' <br />- <br />STS Consultants Ltd. Townhouse Deve l op, ..►I t Pope Architects, Inc._ _ _..—. <br />SITE _ LOCATION <br />UNCONF•NE0 c'-.')MPRESSI'4E STRENGTH <br />TONS FT <br />Roseville, Minnesota - _- I 2 3 4 5 <br />PLASTIC WATER UOUID <br />.d LIMIT b CONTENT N LIMIT <br />i ' <br />DESCRIPTION OF MATERIAL 1- <br />C Z 10 20 30 40 SO <br />._ O <br />z a Z ~ W cN <br />r. <br />> y W W <br />C W jr; C _ _ _ . _ _ �.._... Z J STANDARD <br />C V 2 2 U O PENETRATION BLOWS FT <br />c SURFACE ELEvATION 937. 3 f t . 10 20 30 40 SO <br />1 iss Fine to medium sand, little silt - ®� <br />brown - moist - loose - (SM) 1 <br />I <br />2 iss <br />1 I 1 <br />• 3 ass � <br />4 ISS <br />5 �ss lg <br />Fine .o medium sand, trace silt - 1 <br />brown - moist - medium dense - <br />(SP-SM) <br />6 iss <br />®� <br />r <br />Iss I I <br />I � <br />! ( End of Boring at 20.5 ft. <br />Hollow stem angered to full depth. <br />1 <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN SITU. THE TRANSITION MAY BE GRADUAL <br />WL Dry WD WS OR WO BORING STARTED 5/30/85 STS OFFICE M I nnea of i s . Mi nneSota <br />WL OCR ACR BORING COMPLETED DRAWN BY kvc SHEET NO. 18 OF 1 <br />WL Dry AB <br />RIG CME-750 FOREMAN GD APP'O BY D$W STS JOB NO. 93589 <br />BL, 1.963 <br />