1031 51ST PL SW Geotech Report 2023-06-23

11111111.11111111111111111111111111111.11...... 0 O Q a z n ••MOISTURE COMMENTS DEPTH MATERIAL DESCRIPTION >w 2 CONTENT FEET K w i- N (%) U TP-1 o so 100 040 g, g—ig Lk TOPSOIL and ROOT ZONE. 1,%:-; Loose, gray-brown, silty SAND with 1.0 -A�,�ti gravel (SM);moist, sand is fine toIZ 2.5--,:; medium,gravel Is fine to coarse- FILL. Dense to very dense, gray with orange 3.0 -.1.:1.\! mottled, silty SAND with gravel and cobbles (SM); moist, sand Is fine toEl s.o ; medium, gravel is fine to coarse- -0:"') GLACIAL TILL. -\A•,.; No groundwater seepage observed Exploration completed at a depth of 7.0 7•o to the depth explored. 7.5— feet. No caving observed to the depth explored. Surface elevation was not measured at the time of 10.0--- exploration. 12.5— 0 50 100 TP-2 o so 100 Os MAY TOPSOIL and ROOT ZONE. 1 t .•Y 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 _;; ,inch-thick root zone)- FILL. c 3,0 -'''1.'•" Dense to very dense, gray with orange id _' mottled, silty SAND with gravel and 5 ,:�':~ cobbles (SM); moist, sand is fine to 5.0 J ;: medium, gravel is fine to coarse - Y L; GLACIAL TILL. a _ a 7.5---.z •N, F �N o • • u ,g.,�; Nogroundwater seepage observed to r" ''' g o l o.o ' `''= Exploration completed at a depth of 10.0 ® to the depth explored. § _ 10.0 feet. No caving observed to the depth explored. u _ Surface elevation was not 12.5— measured at the time of _ exploration. 4 r 0 Io so 1o0 "' LOGGED BY:B.Weinberg COMPLETED:08/17/18 u EXCAVATED BY:Client Q. EXCAVATION METHOD:backhoe(see document text) N g u° NWHOME-1-01 TEST PIT cy. GEODESIGN 10700 Meridian Avenue North.Suite 402 SEAHURST SHORT PLAT FIGURE A-1 I— Seattle WA 98133 OCTOBER 2018 EVERETT,WA 206.838.9900 vwwv.geodeslgninccom