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3800 RIVERFRONT BLVD Geotech Report 2023-05-04
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3800 RIVERFRONT BLVD Geotech Report 2023-05-04
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Last modified
5/4/2023 8:10:16 AM
Creation date
5/4/2023 7:16:17 AM
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Address Document
Street Name
RIVERFRONT BLVD
Street Number
3800
Address Document Type
Geotech Report
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/ '7 6 <br /> ......N\t B it <br /> r <br /> vt B <br /> £ W Y I <br /> m w� va -r �a <br /> -40 <br /> 6 FILL • (w� <br /> 1r 5- FILL 7 _.....- ° ._.,. a -,o <br /> 10- 3 <br /> _ P <br /> 8 11- 10- b N a. <br /> 14- 6 8- V a ni t <br /> 16 Y REFUSE <br /> e- 12- FILL ♦ m <br /> 14- 8 <br /> 7- <br /> e 25- n- n REFUSE 1� °m <br /> ,. t 31- @- 7- 10-14- 5a6'� —^� -1D <br /> 21J 55 <br /> 86 L..,� 26- 7 10- REFUSE 6 16- - 1r ——— <br /> 77 ��—\ 12- 8- /r ALLUVIUM 2�——— -o <br /> 89 N <br /> - \ 2-- / j 13-- <br /> \\ - 8- �- 7 ALLUVIUM \\ / rroRc.s1�TI <br /> F <br /> „ ,——.- 1 8- 4 tom_ — �-✓ r ,,o <br /> • <br /> ALLWII,�(- �`- ----0- �--'� g <br /> 1 ISx.12_ \ P- safi <br /> • MILD Iu <br /> 37- \ 6- (PE,ORo silt) `�\ .i 5- 20^ -mw <br /> 21- 25- <br /> BEARING(SAND) 56- <br /> 64- <br /> - 58- 41- \' \ \� ,. 9- -no <br /> 66- <br /> 14- ' <br /> ALLUVIUM <br /> 5a6= 46- \N\ \ '~` ; te\\ 32- - <br /> 80- ,.1 <br /> 5�— \\ 5a: <br /> _5ro ei "�' i /i%0- 35- <br /> --aD <br /> 76- - <br /> 4:/ 30- <br /> 51- so <br /> BEARING(SAND) _ <br /> BEARING(SAND) <br /> - ---TO <br /> -so <br /> 100 200 300 aW ODD 600 200 SOD o00 Ituc 1100 1200 <br /> NOTES DISTANCE IN FEET(0) <br /> • The subsurface conditions shown are based on widely spaced bonngs and <br /> should be considered approximate.Further,the contact lines shown between <br /> units are interpretive in nature and may vary laterally or vertically overI I ZONE SUSCEPtIBLE TO LIQUEFACTION <br /> relatively short distances cn site. <br /> • Geologic contacts associated with geoenginems bonngs have been updated <br /> to reflect preload settlement based on nearby settlement plate readings. BORE LEGEND <br /> BOREHOLE DES-GRATIN / <br /> SYMBOL LEGEND to !/// <br /> GEI-304 SM usCSs01L CUSS <br /> BORING DESIGNATION(CD-2008) 6 BLOW COUNT"i-VALUE" DRAWN By FIGURE 0 <br /> BH-50, BORING DESIGNATION(HWA-2018) y WOfATERLEVELATDRIWNG TIRE ADDENDUM TO GEOTECHNICAL MSP 2 <br /> B•101 <br /> BORING DESIGNATION(HWA•BEFORE PRELOAD) 2 UEFIABLE SOIL CHEOC BY <br /> UM HWA GEOSCIENCES INC. ENGINEERING REPORT LI Q <br /> INFERRED GEOLOGIC CONTACT RIVERFRONT BOULEVARD CROSS SECTION B-131 DH FROEa* <br /> 3 BOTTOM OfBOnIWG EVERETT,WASHINGTON DATE <br /> 05.13.19 2015-061-21 <br /> \` <br />
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