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3003 COLBY AVE COURTYARD BY MARRIOTT 2021-03-09
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3003 COLBY AVE COURTYARD BY MARRIOTT 2021-03-09
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Last modified
3/9/2021 12:10:29 PM
Creation date
3/9/2021 12:07:45 PM
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Address Document
Street Name
COLBY AVE
Street Number
3003
Tenant Name
COURTYARD BY MARRIOTT
Notes
Environmental Site Characterization and Remediation Recommendations
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IAssociated Earth.Sciences,Inc. Exploration Log <br /> Project Number Exploration Number Sheet <br /> A KV090168A EB-10 1 of 1 <br /> I Project Name Everett Hotel Ground Surface Elevation(ft) 130' <br /> Location Everett, WA Datum Unknown <br /> Driller/Equipment EDI/B61/HSA/SPT Date Start/Finish 6/10/09 f,/10/09 <br /> i <br /> Hammer Weight/Drop 140#/30" Hole Diameter(in) R" <br /> c a> _ w <br /> N U p O N (O N <br /> °' = N Blows/Foot a) <br /> I a)O Cl)T 0co o 0m <br /> DESCRIPTION " 10 20 30 40 0 <br /> —6"asphalt then concrete—4"thick. <br /> I - Vashon Lodgement Till PID <br /> - I S-1 Very dense,moist,grayish olive,non-stratified,silty SAND,few rounded 20 <br /> fine to coarse gravel(SM). 45 5015' <br /> I - <br /> 50/8" <br /> - 5 <br /> I <br /> - I S-2 Occasional thin(<2")interbed of SILT coupled with silty fine to medium16 ppm 2 c <br /> SAND;decreased gravel content. 521 50/5" <br /> — 10 I Slight color change to more gray hues drilling 7.5'to 12.5'. <br /> - 26 <br /> I S-3 Trace to few fine to coarse rounded gravel. 18 ppm50/4.3" 150/4.5" <br /> I — 15 <br /> I - I S-4 Occasional interbed<5"thick of very moist,fine sandy SILT. 18 ppm 23 <br /> 50/5" A50/5" <br /> — 20 <br /> I . - 65 ppm <br /> 39 <br /> I S-5 Very dense,moist,grayish olive,non-stratified,silty SAND,little gravel 509., A50/5" <br /> (SM);faint hydrocarbon odor. <br /> I — 25 Hydrocarbon odor in cutting drilling down from 22.5'. <br /> 22 ppm <br /> Very dense,moist,grayish olive,silty fine SAND,trace to few rounded 23 <br /> S-6 gravel,very faint petroleum odor(SM). 38 £50/5" <br /> 50/5" <br /> — 30 <br /> II <br /> - 22 ppm <br /> _ 18-7 Very dense,moist,grayish olive,non-stratified to crudely bedded?,silty 542„ A50/5" <br /> SAND,few to little fine to coarse rounded gravel(SM).I <br /> — 35 <br /> I S-8 3 ppm 50/E" A50/E" <br /> Bottom of exploration boring at 38 feet <br /> — 40 <br /> IE <br /> ISampler Type(ST): <br /> w <br /> o 1 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: FSM <br /> I o 3"OD Split Spoon Sampler(D&M) Ring Sample SZ Water Level 0 Approved by: <br /> a ® Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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