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202 ALDER ST Geotech Report 2025-07-30
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202 ALDER ST Geotech Report 2025-07-30
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Last modified
7/30/2025 2:45:37 PM
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7/30/2025 2:32:43 PM
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Address Document
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ALDER ST
Street Number
202
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Address Document Type
Geotech Report
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Associated Earth Sciences,Inc. Exploration Log <br /> Project Number Exploration Number Sheet <br /> =`,'. -` Aviv trvap <br /> k'k KE100255A EB-7 1 of 1 <br /> Project Name View Ridge Elementary School Ground Surface Elevation(ft) 381 feet <br /> Location Everett, WA Datum N/A <br /> Driller/Equipment Boretec/Track Date Start/Finish 8/94/10 R/24/10 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) 8 inr:hPc <br /> 22 ii <br /> E —w -J N Blows/Foot h <br /> a) T to o m m t <br /> DESCRIPTION ° 10 20 30 40 ° <br /> 3 inches asphalt._ _ _ _ ._______.______ <br /> - — —Possible Fill <br /> 18 inches recovery. Medium dense,moist,light brown,fine SAND,few silt 8 <br /> I S-1 (SP) 12 A.29 <br /> - -N Medium dense,moist,brown,fine to medium SAND,few silt(SF_'). _ _ _ 17 <br /> — 5 — Advance Outwash <br /> 18 inches recovery. Dense,moist,brown,medium SAND,few silt(SP). 11 <br /> S-2 16 A33 <br /> — 20 <br /> — 10 18 inches recovery. Dense,moist,brown,medium SAND,few silt,no 9 <br /> I S-3 gravel(SP). 16 A33 <br /> 20 <br /> — 15 18 inches recovery. Medium dense,moist,brown,medium to fine SAND, 11 <br /> - I S 4 few silt. 14 A2: <br /> 11 <br /> — 20 — 12 inches recovery. Very dense,moist,brown,medium SAND,few silt 16 <br /> S-5 (SP). 25 A52 <br /> — 27 <br /> Bottom of exploration boring at 21 5 feet <br /> — 25 <br /> — 30 <br /> 0— 35 <br /> 0 <br /> N- <br /> n <br /> W- <br /> a <br /> E <br /> vi- <br /> m <br /> a. <br /> o <br /> Sampler Type(ST): <br /> o m 2"OD Split Spoon Sampler(SPT) El No Recovery M-Moisture Logged by: BWG <br /> o m 3"OD Split Spoon Sampler(D&M) ID Ring Sample V Water Level() Approved by: <br /> o ® Grab Sample Z Shelby Tube Sample Water Level at time of drilling(ATD) <br /> a <br />
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