Laserfiche WebLink
I TEST PIT NO. 5 <br /> Logged By: JSL Date: 2/28/2008 Ground Et. ± <br /> IDepth uSCS sample w Other <br /> ft. CLASS. Soil Description No. % Test <br /> OL Duff on surface <br /> Ii Dark-brown,loose,organic,silty fine SAND,with roots to 1/4-inch <br /> _ SM \ diameter,moist(TOPSOIL) <br /> 2 _ Brown, medium-dense, silty fine SAND,trace gravel,few roots, <br /> I T slightly moist <br /> 3 <br /> I 4 SM Light-gray,very-dense,silty,fine to medium SAND,occasional <br /> cobble,weakly-cemented,slightly moist <br /> 5 __._ (fresh VASHON TILL) <br /> 1 6 _ <br /> 7 _ <br /> I8 Test pit terminated @ 5.5 ft,groundwater not encountered. <br /> I 9 � <br /> 10 ,_ <br /> I <br /> TEST PIT NO. . <br /> • <br /> ILogged-By: JSL Date: 2/28/2008 Ground El. ± <br /> Depth l{SCS • Sampla. W • Other <br /> CLASS:• SOil Description : .No. ' % Test <br /> I OL Lawn grass on surface <br /> - • <br /> 1 _ tight-brown to light-gray,medium-dense,gravelly,silty,fine to <br /> medium SAND,with fine.roots,slightly moist(FILL) r--- <br /> 1 2 r • OL Dark-brown,loose,organic,silty fine SAND-,with fine roots, <br /> l slightly moist t� <br /> 3 SM Brown,medium-dense,silty fine SAND,.trace gravel,slightly moist <br /> C. <br /> I 4 • <br /> SM • Light-gray,very-dense,gravelly,silty,:fine-to medium SAND, - <br /> 5 — occasional cobble,weakly-cemented,slightly moist. <br /> i <br /> • (fresh VASHON TILL) <br /> : 6 <br /> 7 <br /> Test pit terminated @ 5.5 ft,groundwater not encountered. <br /> 8 <br /> -.• TEST PIT LOGS <br /> • LIU:Si ASSOCIATES; INC.1 - • SERENITY MEADOWS <br /> .. .. .10632-:71' = 1VENU•E'SE <br /> Geotechnical Engineering-Engineering.Geology-Earth Science. REM. fASH INGTON • <br /> Ik ' JOB NO. 8A017 I tea 3/112008 I PLATE 6 <br />