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. ate- Adapt Engineering <br /> BORING LOG , ,. .. 616 8th Avenue South <br /> o.a r=T. Seattle,Washington 98104 <br /> TEL:206.654.7945 FAX 206.654.7048 <br /> PROJECT:•WA6348 Glenwood ..� �.....�.® <br /> 5828 Glenwood Avenue Job Number: WA96-20654 Boring No.: B-1 <br /> Everett,Washington 98203 <br /> Etetetion RNiNnte- wan Coanplabd: '8A TESTING <br /> Grequad Storm Elevation: devgewralian_ ''4. OBSERVATIONS <br /> r__ ' i ZZ is <br /> ♦ya i! Q;2 X Ot <br /> G ; l 70 el t C <br /> 0 i- �2 •U ii r0 O� <br /> Brown sandy TOPSOIL with silt and gravel; <br /> -------Lubangular gravel; moist r - <br /> Very loose,gray poorly graded SAND(SP); <br /> non-plastic;fine to coarse sand;wood debris; <br /> moist(Possible Fill) 1 <br /> T�S-1 2 <br /> 1 <br /> 5 Loose, dark brown TOPSOIL; low plasticity; 2 <br /> —lbrganic debris; moist Relic Topsoil)._ _ _Fj S-2 2 <br /> Medium stiff, blue-gray sandy SILT(ML)with 4 <br /> gravel; low-plasticity;fine to medium sand; <br /> fine, subrounded gravel; moist S 3 6 s <br /> Increase in gravel and sand content 5 <br /> 10 Medium dense, blue-gray poorly graded 11 <br /> SAND(SP-SM)with silt and gravel; non- -_S-4 17 <br /> plastic;fine to coarse sand;fine, subrounded 10 <br /> gravels;wet <br /> 15 Dense to very dense,gray poorly graded rv� 10 <br /> SAND(SP); non-plastic;fine sand;wet S-5 24 <br /> 32 <br /> -20- 5 <br /> S-6 19 <br /> 25 <br /> -25- Addition of fine, subrounded gravel 15 Heave encountered at <br /> - s-7 50/5 — approximately 25 feet bgs <br /> LE <br /> GEND: / tie Samplez-ineb o.o.Spat-Spoon SampleZ Seat Water Level Orland ea o, <br /> DATE ! <br /> I2-inch O.D.C+e grebe State Watts his Type e(Ane)yt cN Testing UsedGATE al aE Page- <br /> ., Sample act RecoverediE Perched GrOundwatef NR No Recovery 1 of 2 <br /> ATD At Time et Doing <br /> Drilling Company:Boretec 1,Inc Drilling Start Date:10/04/16 Logged By.SL <br /> Drilling Method:HSA Drilling Completion Date:10/04/16 <br />