Laserfiche WebLink
ownlcR <br />` <br />Fti _L. i NC . <br />` PRO JECT NAME <br />sTs consultants Ltd. Townhouse De_ve 1 opmen t <br />SITE LOCATION <br />Roseville, Minnesota <br />LOG OF BORING NUMBER <br />ARCHITE`- _\GINrcp <br />Pope Architects <br />•�INCONV-NEO COMORESSIVE STRENGTb4 <br />IONS FT <br />1 2 3 4 5 <br />0.AST-C WATER <br />LIOUIO <br />Cl <br />W <br />LIMIT CONTENT 1 <br />LIMIT 4 <br />u..����������� <br />< <br />DESCRIPTION <br />Z <br />OF MATERIAL <br />.0 4 <br />Z <br />O <br />r <br />•. <br />10 20 30 40 <br />SO <br />a W <br />W <br />v <br />W <br />W <br />W. <br />N <br />W <br />JJJ!!! <br />In <br />Q <br />UI <br />C <br />W <br />EW <br />IZ M <br />2 <br />> <br />® STANOARO <br />PENETRATION GLOWS I7 <br />�_,_ <br />SURFACE ELEVATION p� S . f t <br />7 <br />l <br />SS <br />. <br />Fine to medium sand, trace to <br />10 <br />(� <br />g <br />20 <br />30 <br />40 <br />50 <br />little silt - dark brown to brown- <br />- loose - (SM) <br />, <br />2 <br />ISS <br />115moist <br />6669 <br />5 SS Fine to medium sand, trace silt - <br />brown to light brown - moist - <br />medium dense - (SP-SM) <br />6 ASS <br />7 �S <br />End of Boring at 20.5 ft. <br />Hollow stem augered at full depth. <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE OOUNOARY LINES OETWEEN SOIL TYPES. IN SITU. THE TRANSITION MAY ®E GMOUAL, <br />WL D WS OR WD BORING STARTED 5/30/85 STS OFFICE Minneapolis Minnesota <br />WL BCR ACR BORING COMPLETED DRAWN BY SHEET NO. OF <br />WL Dry RIG CME-750 FORE12. <br />MAN GD APP'D BY DSW STS JOB NO. 93589 <br />