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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 File #
1677
Planning Files - Type
Special Use Permit
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Ow N E? <br />FML, <br />INC. <br />� <br />PRO_EC T tiAa!E <br />STS Consultants Ltd. <br />A <br />Townhouse Development <br />ISIT' <br />c LO'c'A "IN <br />Roseville, Minnesota <br />I <br />•� <br />O <br />Z <br />.0 Z �. <br />� <br />DESC=10TION Oc MATERIAL <br />Z 1� <br />> <br />v <br />Ix <br />W <br />W 1 <br />U <br />A < <br />o� In <br />a <br />vI <br />u — <br />= Su4OACE ELEVATION <br />934.0. -ft. <br />1 SS <br />Silty fine to medium sand, trace <br />roots - brown - moist- <br />2 SS <br />Fine to medium sand, trace silt - <br />light brown - <br />moist - loose- (Sp-Sh <br />-� <br />3 SS <br />Fine *to medium sand, trace to <br />Ilittle <br />i <br />4 SS <br />silt - brown' - moist to wet - <br />medium dense <br />to loose - (Sp-SM) <br />5 SS <br />••y <br />. <br />Fine to medium sand, trace silt - <br />light brown <br />t <br />6 SS <br />- moist to wet -loose to <br />medium dense - (Sp) <br />7 I SSI <br />7 <br />f <br />I <br />' <br />iCnd of boring at 20.5 ft. <br />t <br />i <br />'Hollow stem augered to full depth. <br />L00 OFBORING NUMBER <br />6 <br />P <br />A r c hj �_ Lac- <br />UNCONFfNEO rOmPRESSIVE <br />STRENGTFI <br />TONS FT • <br />1 2 3 <br />4 5 <br />PLASTIC WATER LIOLIIO <br />LIMIT CONTE:\;f <br />I- <br />LIMIT 0. <br />3 <br />10 20 30 <br />L1 <br />40 50 <br />O <br />f' m <br />jSTANDARD <br />PENETRATION <br />SLOWS PIT <br />10 20 30 <br />40 50 <br />Z1 7- <br />r__T_ <br />N <br />WL <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES 13ETWEEN SOIL TYPES. IN SITU, THE TRANSITION MAY BE GRAD <br />D r WD • ws OR wo BORING STARTED UAL. <br />WL 5/24/85 STS OFFICE <br />SCR ACR BORING COMPLETED <br />WL Cave I n at 18. 0 ft . RIG /24/$ DRAWN SY DSW SHEET NO. 6 OF <br />CME- FOREMAN APP'D BY <br />g=' 1'�J JHO STS JOB NO. n•� rn.. <br />1 <br />_1 <br />1 <br />1 <br />1 <br />1 <br />A <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />
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