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2930 MAPLE ST KAISER PERMANENTE Geotech Report 2025-03-07
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2930 MAPLE ST KAISER PERMANENTE Geotech Report 2025-03-07
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Last modified
3/7/2025 3:41:52 PM
Creation date
3/7/2025 3:39:49 PM
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Address Document
Street Name
MAPLE ST
Street Number
2930
Tenant Name
KAISER PERMANENTE
Address Document Type
Geotech Report
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Geotechnical Engineering Report-Revised lrerracon <br /> Kaiser Everett Medical Center Everett,Washington -- s--- y� <br /> December 18, 2019 Terracon Project No. 81195071 GeoReport <br /> Approximate Depth to <br /> Stratum Bottom of Stratum (feet) Material Description Relative Density <br /> Pavement '/2 Asphalt and Aggregate Base N/A <br /> Course <br /> Yellowish brown to tannish brown, Loose to medium <br /> 1 3 to 8 silty sand with varying gravel dense <br /> content (Fill or reworked glacial tiles <br /> Yellowish brown to tannish brown, <br /> 2' 6 '/2 to 15 silty sand with varying gravel Medium dense to <br /> content (Weathered Glacial Till) dense <br /> 2A2 4 '/2 to 11 '/2 Yellow brown to orange, silt with Very stiff <br /> sand and trace gravel <br /> Grayish brown, silty sand with <br /> 3 At least 40 '/2 ft varying gravel content and some Dense to very dense <br /> cobbles and boulders (Glacial Till) <br /> This soil unit was not observed in borings B-06, B-07, B-08 <br /> Only observed in boring B-09 <br /> Notable conditions observed in the field at the time of exploration: <br /> Differentiating between existing fill, reworked weathered glacial till, and native weathered <br /> glacial till, is subjective and difficult to accurately assess through discreet sampling. <br /> Conditions observed at the time of construction are likely to differ from the summary <br /> above. <br /> The site appears to slope gently up from east to west, south to north, 9 to 10 feet of grade <br /> change. Fill or reworked glacial till layer thickness are expected to be variable in these <br /> areas. <br /> In the southeast corner of the site near the proposed Hub/ASC, there is a retaining wall <br /> and rockery, paralleling Maple Street. <br /> Conditions encountered at each boring location are indicated on the individual boring logs shown <br /> in the Exploration Results section and are attached to this report <br /> Groundwater Conditions <br /> The boreholes were observed while drilling and after completion for the presence and level of <br /> groundwater. The water levels observed in the boreholes can be found on the boring logs in <br /> Exploration Results and are summarized below. <br /> Responsive ■ Resourceful ■ Reliable 4 <br />
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