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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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1 Associated Earth Sciences,Inc. Exploration Log <br /> rya Project Number Exploration Number Sheet <br /> -� _ KV090168A EB-11 1 of 2 <br /> I <br /> Project Name Everett Hotel Ground Surface Elevation(ft) 144' <br /> Location Everett. WA Datum I lnknnwn <br /> Driller/Equipment EDI/B61/HSA/SPT Date Start/Finish F>/1fl/f9,6/1f1/09 <br /> IHammer Weight/Drop 140#/30" Hole Diameter(in) 8" <br /> c a> _ _ w <br /> -U O > - N <br /> 1E —�> ) 413 <br /> Blows/Foot <br /> o T C" o min �_ <br /> DESCRIPTION 10 20 30 40 ° <br /> -\3"asphalt. r <br /> Weathered Vashon Lodgement Till PIo <br /> 22 ppm <br /> Loose,moist,brownish orange,non-stratified,silty SAND,little to some 1 <br /> S-1 rounded gravel(SM);no odor/staining. 2 A5 <br /> - 3 <br /> - 5 Vashon Lodgement Till <br /> - 16 ppm 50/4.5" <br /> _ = S-2 Very dense,moist,grayish olive,non-stratified,silty SAND,few rounded A50/..5" <br /> gravel,occasional thin(<3")interbeds laminated fine sandy SILT(SM);no <br /> odor/staining. <br /> — 10 <br /> I - 15 ppm <br /> S 3 Hard,moist,grayish olive,non-stratified,sandy SILT,few gravel(ML);no 14 <br /> odor/staining. 21 A59 <br /> 38 <br /> 15 <br /> I 24 m 50/E" <br /> I S-4 Very dense,moist,grayish olive and medium gray,non-stratified,silty Pp A50/6" <br /> SAND,few gravel(SM);no odor/staining. <br /> — 20 <br /> I 50/E" <br /> I S-5 No odor/staining. 16 ppm A50/6" <br /> I - 25 <br /> _ 20 ppm 50/E" <br /> I S-6 Very dense,moist,grayish olive,non-stratified,silty SAND,few ranging to A50/5" <br /> little fine to coarse subrounded to rounded gravel(SM);no odor/staining. <br /> — 30 <br /> - 23 ppm 50/5" <br /> - <br /> T S-7 Contains occasional silty fine SAND interbeds,slight increase in moisture; A50/5" <br /> no odor/staining. <br /> 1 — 35 <br /> • <br /> I 16ppm <br /> I S_g Very dense,moist to very moist,grayish olive,crudely bedded,silty fine to 5o " �50/5" <br /> coarse SAND,trace ranging to little fine to coarse rounded gravel arranged <br /> in layers,occasional fine to medium SAND interbed<1"thick. <br /> — 40 <br /> I <br /> o- Vashon Advance Outwash <br /> I S-9 Very dense,very moist,grayish olive,stratified,fine to medium SAND,/6 ppm 50/6" A50/6" <br /> some fine to coarse rounded gravel and silty SAND,little to some rounded <br /> I i- gravel(SP/SM);no odor/staining. <br /> cl Sampler Type(ST): <br /> o m 2"OD Split Spoon Sampler(SPT) 0 No Recovery M-Moisture Logged by: FSM <br /> o lin 3"OD Split Spoon Sampler(D&M) U Ring Sample 7. Water Level() Approved by: <br /> w E Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) <br />
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