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1029 52ND ST SW Geotech Report 2022-10-31
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1029 52ND ST SW Geotech Report 2022-10-31
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Last modified
10/31/2022 12:08:26 PM
Creation date
10/31/2022 12:06:56 PM
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Address Document
Street Name
52ND ST SW
Street Number
1029
Address Document Type
Geotech Report
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y 7 <br /> U Z ' <br /> •MOISTURE <br /> DFEETH E. MATERIAL DESCRIPTION w o 2 CONTENT COMMENTS <br /> Ili F vi <br /> TP-1 <br /> o.o 0 50 100 <br /> it tt TOPSOIL and ROOT ZONE. <br /> ail <br /> LIIoose, gray-brown, silty SAND with 1.0 <br /> gravel(SM);moist,sand Is`fine to <br /> • <br /> • <br /> 2.5 medium,gravel is fine to coarse-FILL. El <br /> Dense to very dense, gray with orange 3,0 <br /> mottled, silty SAND with gravel and <br /> cobbles (SM); moist,sand Is fine to <br /> s.0 medium, gravel is fine to coarse- El <br /> GLACIAL TILL. <br /> t <br /> 7 5 Exploration completed at a depth of 7.0 7.0 No groundwater seepage observed <br /> feet. d a to the depth explored. <br /> No caving observed to the depth <br /> explored. <br /> Surface elevation was not <br /> 10.0 measured at the time of <br /> exploration. <br /> 12.5 <br /> TP-2 <br /> o so too <br /> 0.0 xxra,: o so toa <br /> _4ikgk TOPSOIL and ROOT ZONE. <br /> Lk ik II <br /> .J't j. i Loose, gray-brown, silty SAND.with 1.0 <br /> .t`, gravel (SM); moist, sand is fine to <br /> 2 5 medium,gravel is fine to coarse (12- 121 <br /> t .'••; �irtch-thick•root zone). FILL. <br /> Y : Dense to very dense,gray with orange /' 3.0 <br /> mottled,silty SAND with gravel and <br /> cobbles (SM); moist, sand is fine to <br /> o s.o _,: medium, gravel Is fine to coarse <br /> ill <br /> -,0GLACIAL TILL.: <br /> • <br /> (Z7 — .4 <br /> S10.0 _ Exploration completed at a de th of �0.0 No groundwater seepage observed <br /> p ® to the depth explored. <br /> V - 10.0 feet. .. .No caving observed tothedepth <br /> - explored. <br /> r. 12,5— Surface elevation was not <br /> — measured at the time of <br /> 4 - exploration. <br /> 0 <br /> : sF <br /> z 0 50 100 <br /> Lu <br /> d EXCAVATED BY:Client LOGGED BY:B.Weinberg COMPLETED:08/17/1B <br /> iv <br /> 0 EXCAVATION METHOD:beckhoe(see document text) <br /> G EODESIGNz NWHOME-1-01 TEST PIT <br /> T0700'Meridian Avenue North-Suite 402 <br /> F- Seattle WA 98133 OCTOBER 2018 SEAHURST SHORT PLAT 206.838,9900 wwwgeadeslgntnccom EVERETT WA <br /> , FIGURE A-1 <br />
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