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Home My WebLink About25SOIL DESCRIPTION Nv7AJJPWZo >y. CONSTRUC11— owl z z z 4 S4-8 IT) DEPOSIT)' -1 7 q OL = — — — — — — — — — — — — — — — — - Organic SILT: gray to gray -brown, wet, niedjurri stiff, moderately plastic, mterbdded peaVwood fiber, unconfined S4-9 co —press vv strength of0_8 tsf(pocket 3 penetrometer)_ (POST -GLACIAL FLOODPLAV4 DEPOSIT) - — FT — — — — — — — — — — — — — — — PEAT: dark brown, wet, mcdilinn stiff, interbedded layer of white ash. (POST -GLACIAL FLOODPLAIIN DEPOSIT) 50 3 S4 X SP Sandy SILT: brown to gray -brown, wet, 7 Sp mediumstiff. interbedded withpeav-ood fibcr. (POST-GL-ACLAL FLOODPLALN DEPOSIT) SAND: gmy.-Minednanctense, fine-grained. sulxangular. (POST -GLACIAL ALLUVIAL SAND) 55 1 1 8 S4-11 SAND: gray. . eL rnedmm d A fine-gainedwith traces of woo�defiber and 13 roots, subangular to subrounded. T (POST -GLACIAL ALLLArIAL SAND) •SAMPLER e CaL IPT (2- OD) C— Shdb3 GrabTYPE split Spin Sj tj S—pll T.bc R—lery "RAMMER AVEIGtIT 140 lb, D_P) 130- Dr., Fry's Superstore #30 FIGURE AUKLEV4FELDER F.E.T�EIIIC,kL Renton, Washington A -5c A-lqD ENVIRONMENTAL ENGINEERS BORING LOG SOILS AND'IATEPLIALS TESTING B4 PAGE 3 of 4 PROJECTNUMBER: 60-213641 - TESTING PROGRAM LABORATORY FIELD U-S.C.S.