1033 51ST PL SW Geotech Report 2022-10-28

V Z DEPTH E MATERIAL DESCRIPTION />< / o /� a CONTENTMOISTURE COMMENTS j �' . - TP-1 oA o so too ati TOPSOIL and ROOT ZONE. • Loose, gray-brown, silty SAND with 1.o -gravel(SM); moist, sand Is fine to 2.5 medium,gravel is fine to coarse'- FILL. IZ . • Dense to very dense, gray with orange 3.0 •;` mottled, silty SAND with gravel and cobbles (SM);'moist,sand Is fine to s.o medium,gravel Is fine to coarse - al GLACIAL TILL. No groundwater seepage observed 7.5 Exploration completed at a depth of 7.0 7.0 to the depth explored. feet. No caving observed to the depth explored. Surface elevation was not 10.0 measured at the time of exploration. 12.5 TP-2 o so 1 o0 o.o , � , o so roo _,t,� TOPSOIL and ROOT ZONE. .t Loose, gray-brown, silty SAND with 1.0 \;, gravel (SM); moist, sand is fine to 2 5 : medium,gravel is fine to coarse (12- t ; pinch-thick root zone) "FILL. a ; ` Dense to very dense,'gray.with orange 3.0 '° mottled, silty SAND with gravel and cobbles (SM); moist, sand is fine to 5'0 medium, gravel is fine to coarse- •.. GLACIAL TILL. e q:. a 75-,, �:`' 1 };4• .i� 4,3 u •44` A. u -1�?A: o 10.0 - • ' `•'' Exploration completed at a depth of tu,o No groundwater seepage observed p ® to the depth explored. u - 10.0 feet.'' No caving observed to the depth u explored. 12.5— Surface elevation was not• 1= - measured at the time of 4 exploration. o - Io so l o0 w - EXCAVATED BY:Client rg COMPLETED:08/17/16 LOGGED BY:B.Weinberg g EXCAVATION METHOD:beckhoe(see document text) t GEODESIGNz NWHOME-t of TEST PIT 107OO Merldlan Avenue North-suite 402 Seattle WA 98133 OCTOBER 2018 SEAHURST SHORT PLAT Ft 206.838.9900 twwv,geodesigninc.com EVERETT WA, GORE A-�