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10901 27TH AVE SE Geotech Report 2025-07-29
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10901 27TH AVE SE Geotech Report 2025-07-29
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Last modified
7/29/2025 11:56:19 AM
Creation date
7/29/2025 11:54:47 AM
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Address Document
Street Name
27TH AVE SE
Street Number
10901
Address Document Type
Geotech Report
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I <br /> IAssociated Earth Sciences,Inc. _ Exploration Log <br /> r Project Number Exploration Number Sheet <br /> L 1. ;;=tAn ^- I ., KE090312A EB-1 1 of 1 <br /> I <br /> Project Name James Monroe Elementary <br /> Everett, WA Ground Surface Elevation(ft) 453' <br /> Location Datum rlykaman Sfl1 1 R/09 <br /> Driller/Equipment Boretec/Track • Date Start/Finish R/24/OB 81?4/(19 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) R" <br /> I Z in <br /> U °' Blows/Foot <br /> .c a nE m a'� 3 <br /> i. S E ) > E a: o aB <br /> Il <br /> ° T 63 coo <br /> DESCRIPTION " 10 20 30 40 ° <br /> - Asphalt(3 inches <br /> • Fill <br /> I . Medium dense,very moist,mixed dark gray and reddish brown,fine to g <br /> S-i ' medium SAND,little silt,little fine gravel(SM) 5 11'11 <br /> — 6 <br /> 5-2 Lodgement Till <br /> Dense,moist,gray,fine to coarse SAND,with fine to coarse gravel,little 7 <br /> 18 A42 <br /> silt(SW);no stratification 24 <br /> 10 = S'3 Very dense,moist,gray,fine to coarse SAND,with silt and fine gravel A50/;" <br /> - (SM). <br /> 38 <br /> I - 15 S-4 As above. 50/" �50IF" <br /> Bottom of exploration boring at 15 7 feet <br /> No free ground water <br /> I — 20 <br /> I I - <br /> — 25 <br /> • <br /> I — 30 <br /> o— 35 <br /> N <br /> 1 <br /> o <br /> Sampler Type(ST): <br /> I <br /> rn m 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: BWG <br /> z M Water Level Approved by: <br /> o 3"OD Split Spoon Sampler(D&M) Ring Sample 0 <br /> m <br /> w © Grab Sample Shelby Tube Sample Water Level at time of drilling(ATD) <br /> I <br /> a <br />
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