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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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01hh_R 1.013 OF BORING NUMBER <br />FML INC. <br />L�01 <br />PROJECT NAME ARC"TILT E�,G"4Eco 6q <br />STS Consultants Ltd. Townhouse Development _ Pope Architects , I_nc. <br />SITE LOCATION UNCONVINEOrOMWRESSWE STRENGTH <br />? <br />Roseville, Minnesota 1 FT 2 3 4 5 <br />L PLASTIC WATER LIOU10 <br />Q) W LIMIT i CONT_NT 1 LIMIT %, <br />Q DESCRIPTION OF MATERIAL H• <br />.� O W 3 IO 20 30 40 50 <br />0. <br />r 2 1-- 0 <br />r j W W W W OIJj <br />W 2 2 Z m /O1 STANDARD <br />[SURFACE ELEVATIONPEAIETRATION BLOwS FT <br />in 0 N ¢935.6 f t . 'I to 20 30 40 50 <br />1 <br />SS <br />Silty fine to coarse sand, trace <br />to little gravel, trace organic - <br />black - moist - medium dense - <br />SM - <br />i2 <br />\ <br />2 <br />SS <br />- <br />®1 <br />1p <br />h <br />_fill <br />Sandy clay, trace t little or ani <br />trace gravel and debris - blacgk - <br />rro i s t - medium -dense - <br />SSIII <br />4 <br />SS <br />Organic silt, little sand, inter - <br />layered with light gray silt or <br />lime, trace debris - black and <br />gray - moist - medium dense- <br />ML-OL - fill <br />I <br />jl�I <br />Fibrous peat and sandy clay, trace <br />debris - black to dark brown moist - (-PT) <br />(fill) <br />Organic silt, trace to little sand, <br />black - moist - loose - (00 -(fill) <br />Fine o medium sand trace o t t <br />little silt, grayish brown - moist - <br />medium dense - (SM) <br />JJ <br />4 <br />7 <br />SSIIIM <br />8 <br />SS <br />Fine to medium sand, trace silt, <br />light grayish brown - moist - <br />medium dense - (SP-SM) <br />SS <br />11117 <br />End-OfEnd-Of Boring at 30.5 ft. <br />Hollow stem augered to full depth. <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 <br />BORING STARTED <br />STS OFFICE t <br />WL SCR ACR <br />BORING COMPLETED /2 /8 <br />DRAWN BY kvc <br />SHEET NO. 9 OF 1 <br />WL 2.0 f t. 24 hr. AB <br />RIG CME-750 FOREMAN <br />APP'D BY OSW <br />STS JOB NO. 93589 <br />SL: t•9Q3 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <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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