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- r' Adapt Engineering <br /> BORING LOG 1p i 615 8th Avenue South <br /> r). F,-1 Seattle,Washington 99104 <br /> TEL:206.654.7045 FAX:206.634.704$ <br /> PROJECT •-WA6348 Gtenwood <br /> 5828 Glenwood Avenue Job Number: WA16-20654 Boring No.: B-1 <br /> Everett,Washington 98203 <br /> ammo.Rowena*: Wall Completed; n e. TESTING <br /> around Marta co Mention c ewes ere eae+: >,•. OBSERVATIONS <br /> r • <br /> x r euro ♦- zr <br /> og <br /> .Y e g <br /> me <br /> it 11 21 if F. m <br /> 0 Brown sandy TOPSOIL with silt and gravel; <br /> —subangular Tavel;moist <br /> Very loose,gray poorly graded SAND(SP); _ _ <br /> non-plastic; fine to coarse sand;wood debris;moist(Possible Pill) 1I <br /> S-1 2 <br /> 1 <br /> 5 Loose,dark brown TOPSOIL; low plasticity; s 2 <br /> lorganic debris;moisL(Relic Topsoil)_ _ _ -z 4 <br /> Medium stiff,blue-gray sandy SILT(ML)with <br /> gravel;low-plasticity;fine to medium sand; -- <br /> .,.._ fine, subrounded gravel;masts-3 6 <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 --s-5 10 <br /> SAND(SP);non-plastic;fine sand;wet - <br /> 32 <br /> -20- - <br /> ��5.6 159 _ <br /> 25 <br /> 25 Addition of fine,subrounded gravel 15 Heave encountered at <br /> Ts-7 50/5 - approximately 25 feet bgs <br /> LEGEND: <br /> 1 To <br /> 2- OA.SpIE.Spooe Sample Static Water-Levet at Nana // clan SayPle <br /> DAIS <br /> .7rine a 9-O.eeeproee Seams Water Level ill Type or Analytical Taoxidg used <br /> Di <br /> x : <br /> Sample ndt Recovered Perched G,our dw+ter NRNo Recovery 1 Of 2 <br /> /\ <br /> = ATD At Tele of Delldg <br /> Diaing Company:Borptec 1,Inc Drfilhlg Start Date:10/04/16 Looped By SL <br /> Drilling Method:HSA Dating Completion Date:10104/16 <br />