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<br /> 0010;',Nassoclated Exploration Log
<br /> earth sciences Project Number Exploration Number Sheetrrpr + - ,j : , ;+ 190168E001 EB-1 1 of 1
<br /> Project Name 2721 Wetmore Ground Surface Elevation (ft) -124
<br /> Location Everett,WA Datum NAVD 88
<br /> Driller/Equipment Environmental Drilling Inc./HSA w/Truck Drill Date Start/Finish 5/7/1 a 5/7/a g
<br /> Hammer Weight/Drop 140#/ 30 Hole Diameter(in) 8
<br /> — . Blows/Foot
<br /> ai S cE a)
<br /> p T v Uw o Cm
<br /> U 24 DESCRIPTION 10 20 30 40
<br /> p
<br /> .� HMA-2.5 inches /- 5
<br /> S-1 Fill 3 A5
<br /> Moist, brown and tan,silty,SAND, trace gravel,trace organics; 2
<br /> nonstratified(SM).
<br /> S-2 •. As above;possible weathered native in shoe at-4 feet(SM). 3 A5
<br /> • Vashon Lodgement Till 2
<br /> - 5 — •
<br /> • Moist,olive, silty,SAND,some fine to coarse gravel;sand is primarily fine 18
<br /> S-3 '.'' '.• grained;diamict fabric; nonstratified(SM). 21 A41
<br /> 20
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<br /> • 10 • • Moist,olive,silty,fine SAND,trace fine to coarse rounded GRAVEL; 29
<br /> S-4 diamict fabric;nonstratified(SM). 33 '63
<br /> 30
<br /> ••.• • ' Drill action suggests occasional large rock.
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<br /> - 15 — Moist,olive, silty,fine to medium SAND,trace to some fine to coarse 23
<br /> S-5 • rounded gravel;diamict fabric;nonstratified(SM). 29 #79
<br /> 50
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<br /> - 20 -- ' Moist,olive,very silty,fine SAND,trace medium to coarse sand,trace to 27
<br /> S-6 �: some gravel;diamict fabric;nonstratified(SM). 32 A82
<br /> 50
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<br /> 25 = S-7 Moist,olive,fine to medium SAND,some silt ranging to silty,trace coarse 3aE A50/8"
<br /> • • sand,trace fine to coarse gravel;diamict fabric;nonstratified to faintly
<br /> bedded(SP-SM).
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<br /> - 30 • Moist,olive,silty,fine to coarse SAND,some fine to coarse rounded 50/E."S-g • • gravel; rare thin seams(<1 inch thick)of very moist,fine to medium sand, A50/5"
<br /> • trace silt;diamict fabric; nonstratified (SM/SP).
<br /> • Vashon Advance Outwash
<br /> — 35 34
<br /> = S-9 - • Moist,olive, interbedded fine to medium SAND,trace silt and fine to 50/E" A50/E"
<br /> •. f • medium SAND, some silt,trace fine gravel; stratified(SP-SM).
<br /> • •
<br /> •' • � Sampler partially wet drilling from 35 to 40 feet(possible locally perched
<br /> �;•; groundwater).
<br /> - 40 • Moist,olive,fine to coarse SAND,trace silt fining downward to fine to 27
<br /> S 10 • • medium SAND, trace silt,trace coarse sand;stratified (SW/SP).
<br /> ,.'. 32 A72
<br /> 40
<br /> - Bottom of exploration boring at 41.5 fee:.
<br /> No groundwater encountered.
<br /> a
<br /> a
<br /> 3_
<br /> a
<br /> oi 0 Sampler Type(ST):
<br /> m 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: FSM
<br /> i 3"OD Split Spoon Sampler(D&M) 111 Ring Sample Water Level O Approved by: CJK
<br /> a 1®$q§rab Sample 0 Shelby Tubaeggampotf el Water Level at time of drilling(ATD)
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