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202 ALDER ST 2025-08-25
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202 ALDER ST 2025-08-25
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Last modified
8/25/2025 7:58:10 AM
Creation date
6/18/2025 10:59:23 AM
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Street Name
ALDER ST
Street Number
202
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Associated Earth Sciences,Inc. Exploration Log <br /> ratl Project Number Exploration Number Sheet <br /> KE100255A EB-2 1 of 1 <br /> Project Name View Ridge Elementary School Ground Surface Elevation(ft) 384 feet <br /> Location Everett. WA Datum N/A <br /> Driller/Equipment Boretec/Track Date Start/Finish R/94/10,8 04/10 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) R inches <br /> c15 0 <br /> c° N c N 3 Blows/Foot <br /> -N J N <br /> a S E i T a; 3 <br /> p T uy o m .c <br /> DESCRIPTION 0 10 20 30 40 <br /> Grass and Topsoil — <br /> Advance Outwash <br /> 18 inches recovery. Very dense,very moist,gray,fine to coarse SAND, 14 <br /> S-1 with silt,few fine gravel(SM);no stratification. 39 A77 <br /> 38 <br /> - 5 T 15 inches recovery. Very dense,very moist to moist,grayish brown,fine 33 <br /> S-2 SAND,few silt(SP);significant gradational stratification. 48 A98 <br /> _L 50 <br /> — 10 Grades to few to little silt(varies)and trace to few fine gravel(varies); 15 <br /> I S-3 significant gradational stratification(SP-SW). 24 A51 <br /> 27 <br /> — 15 I 14 inches recovery. Grades to little silt and without fine gravel. 16 <br /> S-4 Gradational stratification continues(SP-SM). 24 A57 <br /> 33 <br /> Bottom of exploration boring at 16.5 feet <br /> — 20 <br /> — 25 <br /> — 30 <br /> 0— 35 <br /> N- <br /> n. <br /> N_ <br /> E <br /> v <br /> " <br /> d <br /> a <br /> Sampler Type(ST): <br /> o 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: BWG <br /> III3"OD Split Spoon Sampler(D&M) II Ring Sample SL Water Level() Approved by: <br /> 03 <br /> W Grab Sample Shelby Tube Sample t Water Level at time of drilling(ATD) <br />
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