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Last modified
2/16/2024 8:55:54 AM
Creation date
2/16/2024 8:48:16 AM
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Planning Files
Planning Files - Planning File #
1677
Planning Files - Type
Special Use Permit
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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />K6%q`44I <br />STS Consultants Ltd <br />SITE LOCATION <br />FML, INC. _ <br />PROJECT NAME <br />Townhouse Lavalopment <br />Roseville, Minnesota <br />u <br />� W <br />U. U <br />C <br />2 W < DESCRIPTION OF MATERIAL <br />... 0 } N > <br />AFC -}' 1CT ENG'NEE6 <br />Pope Architect, Inc. <br />JNC."ItirINED COMPQESSIVE STRENGTW <br />Tn.rT , <br />_ <br />1 2 3 4 S <br />PLAS'+C WATER LIOUIO <br />LIMIT 'b CONTENT 1% LIMIT <br />H <br />' <br />10 20 30 40 SO <br />r j <br />Z <br />O <br />C <br />W <br />> <br />�- <br />Cr <br />0 <br />Lj <br />ti <br />Z <br />a <br />r <br />2 <br />n <br />2 <br />e <br />9 3 6.9 f t . <br />z <br />D <br />STANDARO <br />® OENETR TON BLOWS FT <br />SURFACE ELEVATION <br />1 <br />10 20 30 40 50 <br />I I <br />Silty fine to <br />coarse sand, trace t <br />33 <br />1 <br />SS <br />I <br />little gravel <br />and debris, trace <br />/ <br />2 <br />SS <br />organics - black to dark gray - <br />20 <br />moist - dense <br />- (SM) - (fill) <br />Ti 2 /i iT/ <br />f <br />a <br />l cc <br />I <br />Clayey silt, little sand, trace <br />gravel and debris - dark brown <br />4 SS to olive brown - moist to wet - <br />loose - (fill)-(ML) <br />5 1 SS <br />==-I 6 1 S S <br />7 1 SS <br />8 1 SS <br />Clayey silt,*trace organic, with <br />lumps of fibrous peat - black to <br />dark gray with white lumps - moist - <br />loose - (OL-PT) - (fill) <br />(little sand <br />Silty clay interlayered with silty <br />fine sand.- brown - moist - medium <br />dense - (CL-SM) - (Possible fill) <br />Clayey fine to coarse sand, trace <br />gravel - brown - moist - loose - <br />(SC) - (Possible fill). <br />Fine to medium sand, trace to <br />little silt - grayish brown - <br />9 1 SSI I Q moist - dense - (SP-SM) <br />FA <br />►& <br />10 SS1111111 <br />End of Boring at 35.5 ft. <br />H li w <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNOARY LINES BETWEEN SOIL TYPES. IN SITU, THE TRANSITION MAY BE GRADUAL, <br />WL 28 f t . 14 WS OR WO BORING STARTED 5/2 85 STS OFFICE M i nneapo l i s , Minnesota <br />WL BCR ACR BORING COMPLETED 5 29/ 5 DRAWN BY kvC _ SHEET NO. 1 OF 1 <br />WLC;;%Ip i in t•n 9Lt I AB RIG rmi:-7Sn FOREMAN r.n APP O BY nCl.l STS JOB NO. O?C'QQ <br />
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