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600 54TH ST SW I 2025-01-28
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600 54TH ST SW I 2025-01-28
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Last modified
1/28/2025 4:12:08 PM
Creation date
12/16/2024 11:29:38 AM
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Address Document
Street Name
54TH ST SW
Street Number
600
Unit
I
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Test Pit TP-i <br /> USCS Graphic 0-1.5' Vegetation/Topsoil <br /> Topsoil/Vegetation 1.5-4' Poorly Graded Sand with Silt(SP-SM) <br /> Loose,silty-fine to medium grained sand with roots <br /> 1.5 ••' dark yellowish brown to yellowish brown,moist.(Fill?) <br /> SP SM Fill? —t.'• • <br /> 4-9' Poorly Graded Sand(SP) <br /> Loose to medium dense to dense,fine to medium grained sand <br /> with areas of roots,yellowish brown to grayish brown,moist. <br /> 4 '•'f (Outwash) <br /> Outwash •' ;•.:•• End of Test Pit 9' <br /> SP No Groundwater <br /> Slight Caving in Upper 3' <br /> 0-1.5' Vegetation/Topsoil <br /> Test Pit TP-2 1.5-3' Silty Sand with Gravel(SM) <br /> USCS Graphic Loose,silty-fine to medium grained sand <br /> with gravel,mottled yellowish brown to grayish brown, <br /> Topsoil/Vegetation moist.(Weathered Glacial Till) <br /> 1.5' <br /> ,f L/;rx:.1; 3-5' Silty Sand with Gravel(SM) <br /> SM Weathered Glacial Till Loose to medium dense,silty-fine to medium grained sand <br /> '.•''Ire with gravel,yellowish brown to grayish brown,moist. <br /> 3' ���:ky:el with <br /> Glacial Till) <br /> SM Weathered Glacial •i.,,_ ;Till - ' 5-6' Silty Sand with Gravel(SM) <br /> Medium dense to dense,silty-fine to medium grained sand <br /> 5' i'J5^!'r with gravel,grayish brown,moist.(Glacial Till) <br /> SM Glacial Till %f'%-••, <br /> .;,r• End of Test Pit 6' <br /> {`•_•:.. <br /> No Groundwater <br /> No Caving <br /> Test Pit TP-3 Graphic o-i' Vegetation/Topsoil <br /> USCS <br /> Topsoil/Vegetation 1-3.5' Silty Sand with Gravel(SM) <br /> 1' Loose to medium dense,silty-fine to medium grained sand <br /> SM ��f%i', with gravel and debris/garbage,yellowish brown to grayish brown, <br /> Fill '':'.•-r : moist.(Fill) <br /> ;ti <br /> 3.5' 1+ :•E,'+ 3.5-7' Silty Sand with Gravel(SM) <br /> /.�',:�,;�; Medium dense to dense,silty-fine to medium grained sand <br /> with gravel,mottled yellowish brown to grayish brown,moist. <br /> '•`,•���t (Glacial Till) <br /> SM Glacial Till <br /> /.1%>:r End of Test Pit 7.5' <br /> No Groundwater <br /> ,` 1•:•f No Caving <br /> USCS Test Pit TP-4 Graphic o-0.9' Vegetation/Topsoil <br /> Topsoil/Vegetation o.9-6' Poorly Graded Sand(SP) <br /> 0.9' ••• Loose to medium dense,fine to medium grained sand <br /> •.L, trace gravel,grayish brown,moist.(Outwash) <br /> SP Outwash <br /> 6-8.5' Poorly Graded Sand(SP) <br /> Medium dense to dense,fine to medium grained sand <br /> ••' ; trace gravel,yellowish brown to grayish brown,moist. <br /> (Outwash) <br /> 6' ...d• ••:.t End of Test Pit 8.5' <br /> •SP Outwash <br /> ti '+`; Light Groundwater at 3';Moderate Groundwater at 6' <br /> No Caving <br /> Proposed Ten Lot Residential Plat TEST PIT LOGS .. ' P.O.Box 82243 <br /> "w�. Kenmore,WA 98028 <br /> Seahurst Cluster Cobalt (206)331-1097 <br /> Everett,Washington cobaltgeoPgmail.com <br /> Geosciences. <br />
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