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1815 13TH ST SEATTLE CHILDRENS NORTH CLINIC Geotech Report 2022-10-25
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1815 13TH ST SEATTLE CHILDRENS NORTH CLINIC Geotech Report 2022-10-25
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Last modified
10/25/2022 11:33:06 AM
Creation date
6/26/2019 9:49:40 AM
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Address Document
Street Name
13TH ST
Street Number
1815
Tenant Name
SEATTLE CHILDRENS NORTH CLINIC
Address Document Type
Geotech Report
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I <br /> • Associated Earth Sciences,Inc. Exploration Log <br /> • <br /> %a ..,,,.-. P 1 w Project Number Exploration Number Sheet <br /> `s AV ! % KE03470A EB-2 1 of 1 <br /> 1 Project Name Colby Cancer Center Ground Surface Elevation(ft) ______ <br /> Location _ ve e WA Datum N/A_ <br /> Driller/Equipment Gregory Drilling/CME 85/HSA/SPT Date StarUFinish 9/4/03,9/4/2003 <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) R <br /> L a :g- E j 3° Blows/Foot 1i 0_ S E `` n o d <br /> I o T cs o m in t <br /> DESCRIPTION o 10 20 30 40 <br /> _ASphah Paying 1...5'-_ °_OgLstted:rock Lase_Col.r 1. <br /> _ Flit <br /> Loose to medium dense,moist,dark brown,SILTY fine to coarse SAND, <br /> i trace fine gravel(SM). (Cuttings) <br /> S-1 Medium dense,very moist,gray,fine to coarse SAND with fine gravel,little 15 A 29 <br /> silt(SW). 14 <br /> I 5 <br /> Loose,moist,dark brown,SILTy fine SAND,few fine gravel,trace to few 2 <br /> S-2 organic(Topsoil)(SM). 3 A.6 <br /> 3 <br /> Lodgement Till <br /> Harder drilling. <br /> - 10 = S_3 Very dense,moist,gray,SILTY fine to coarse SAND with fine gravel(SM). oQ A501." <br /> 1 ii <br /> • i <br /> - 15 Grades to little fine gravel(SM). 10 <br /> S-4 24 A52 <br /> 2& <br /> I <br /> I - 20 1 Verydense,moist,gray,SILTY fine to coarse SAND with fine to coarse 30 <br /> I S-5 I 9"Y, g0/ 501 " <br /> gravel(SM). <br /> 1 <br /> • <br /> i <br /> 25 — S-6 As above. 506, •50/•" <br /> • <br /> • <br /> • Advance Outwash <br /> - 30 Verydense,moist,gray,fine SAND,few finegravel and silt SP 14 <br /> 5-7 � 9 Y, ( )• 50I•' A501." <br /> Bottom of exploration boring at 30.7 feet I <br /> 35o <br /> m- <br /> v <br /> E� - <br /> a <br /> I <br /> NSampler Type(ST): <br /> yf 2"OD Split Spoon Sampler(SPT) 0n No Recovery M-Moisture Logged by: BWG <br /> ec TI <br /> 11 3"OD Split Spoon Sampler(D&M) <br /> 0 <br /> fJ Ring Sample SZ Water Level i Approved by: <br /> o <br /> w © Grab Sample D Shelby Tube Sample Y Water Level at time of drilling(ATD) <br /> a <br />
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