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Geotechnical Evaluation Report
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Last modified
8/22/2023 5:05:14 PM
Creation date
12/30/2019 10:26:32 AM
Metadata
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x Address Old
House Number
200
Street Name
Wayzata
Street Type
Boulevard
Street Direction
West
Address
200 Wayzata Boulevard West
Document Type
Misc
PIN
3611823430001
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BRAUN!'" LOG OF BORING <br /> I NTE RTEC <br /> Braun Project BL-08-03640 BORING: ST-4 <br /> Geotechnical Evaluation LOCATION: offset 30'E- See Attached Sketch <br /> Wayzata Country Club <br /> 200 Wayzata Boulevard West <br /> Wayzata, MN <br /> DRILLER: M.Takada METHOD: 3 1/4"HSA,Autohammer DATE: 8/19/08 SCALE: 1"=4' <br /> Elev. Depth <br /> feet feet ASTM Description of Materials BPF WL Tests or Notes <br /> 960.0 0.0 Symbol (ASTM D2488 or D2487) <br /> PT — PEAT, black,wet. <br /> – " (Swamp Deposit) _ <br /> 2 <br /> (7) X WH <br /> 0 <br /> • - <br /> o – _X WH <br /> c _ <br /> 0.) _ X WH <br /> WH <br /> o Ji <br /> o – — — — <br /> c w, <br /> •E <br /> i) — <br /> a~iXWH <br /> > /, <br /> U — <br /> a) — <br /> 0 _ . r <br /> a) <br /> .1z — <br /> G) <br /> T. 941.0 19.0 <br /> SM SILTY SAND, mostly fine to medium grained,a trace of <br /> • Gravel,gray,waterbearing, loose. <br /> 939.0 21.0 (Alluvium) 10 <br /> END OF BORING. <br /> Water encountered at 6 feet with 19 1/2 feet of <br /> – hollow-stem auger in the ground. _ <br /> – Water encountered at 5 feet to cave-in depth of 8 feet – <br /> immediately after withdrawal of auger. <br /> o _ Boring immediately backfilled. <br /> z — <br /> a' <br /> v <br /> o — _ <br /> 0 <br /> m <br /> Q <br /> BL-08-03640 Braun Intertec Corporation ST-4 page 1 of 1 <br />
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