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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 /> ice--. KE100255A EB-6 1 of 1 <br /> Project Name View Ridge Elementary School Ground Surface Elevation(ft) 382 feet <br /> Location Everett, WA Datum N/A <br /> Driller/Equipment Boretec/Track Date Start/Finish R/24/1 0$/24/10 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) R innhes <br /> iK N U 6 O > vi <br /> _ j d —I toBlows/Foot <br /> Q S E i. �Q. o m` <br /> p T co C94 orom <br /> DESCRIPTION " 10 20 30 40 ° <br /> _Bark and rock landscape fill. <br /> Possible Fill <br /> 18 inches recovery. Medium dense,very moist,brownish gray,fine SAND, 8 <br /> I S-1 little silt to few silt(varies)(SM-SP);significant gradational stratification. 12 A27 <br /> 15 <br /> _ <br /> 5 Advance Outwash <br /> Dense,very moist,mottled brown,fine SAND,with silt(SM). - 15 <br /> S-2 _Dense,moist,gray,fine to medium SAND,few silt(SP). 30 *58 <br /> 28 <br /> — 10 — 18 inches recovery. Very dense,moist,gray,fine SAND,trace medium 12 <br /> S-3 sand,trace silt(SP);uniform gradation. 24 `58 <br /> 34 <br /> — 15 18 inches recovery. Grades with trace fine gravel. 19 <br /> S 4 _._ 39 A72 <br /> 39 <br /> Bottom of exploration boring at 16 5 feet <br /> — 20 <br /> — 25 <br /> — 30 <br /> o— 35 <br /> 0 <br /> (V- <br /> n <br /> N. <br /> E <br /> U <br /> a" <br /> co <br /> U) <br /> a <br /> co <br /> in Sampler Type(ST): <br /> o m 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: BWG <br /> o m 3"OD Split Spoon Sampler(D&M) a Ring Sample Water Level() Approved by: <br /> w = Water Level at time of drilling(ATD) <br /> ® Grab Sample ® Shelby Tube Sample <br />
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