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

oz o HH U w *MOISTURE DFEET F. MATERIAL DESCRIPTION >o Q CONTENT COMMENTS d 1-- vl ° l TP-3 �.�� 0 so 10a o.o -.Fill at TOPSOIL and.ROOT ZONE. al Li 14 Loose, gray-brown, silty SAND with ` 1.0 Infiltration test: 6.0 Inches per .', gravel`•(SM);`moist, sand is fine to ; hour at 1.5 feet. 2.5 \medium, gravel is fine to coarse- FILL. _' Dense Lavery dense, gray with orange z.s • r mottled, silty.SAND with gravel and cobbles (SM);moist,sand is fine to' 4.0 ® No groundwater seepage observed medium,gravel is fine to coarse- to the depth explored. 5.o TILL. No caving observeddto the depth GLACIAL explored.- - Exploration completed at a depth of 4.0 • feet. Surface elevation was not measured at the time of 7.5— exploration. 10.0— • 12.5-- TP-4 o so 100 0.0 0` 50 100 - _4tkg TOPSOIL and ROOT ZONE. • _•1: Loose, gray-brown, silty SAND with 1.0 ;`\, gravel (SM); moist, sand is fine to • 2.5 - medium, gravel is fine to coarse- FILL. 1:= Dense to very dense, gray with orange 3•0 Z. ;•,�:j, mottled,silty SAND with gravel and .., cobbles (SM);moist, sand Is fine to El 0 • W 5.o ' medium,gravel is fine to coarse- No groundwater seepage observed -- - ,GLACIAL TILL. s'0 to the depth explored. • o Exploration completed at a depth of 5.0 No caving observed to the depth feet, explored. a7.5— Surface elevation was not measured at the time of o exploration. u - Z b 10.o 0 W u s J12.5— o 0 50 100 o d LOGGED BY:B.Weinberg EXCAVATED BY:Client g COMPLETED:08/17/18 va ,a„ EXCAVATION METHOD:backhoe.(see document text) u • 9 GEODES1GNZ NWHOME-1-01 TEST PIT 0 10700 Meridian Avenue North-Suite 402 Seattle WA 98133 OCTOBER 2018 SEAHEVER SHORT PLAT FIGURE A-2 206.838.9900 w�w.geodesignlnc.com EVERETT,WA