1300 W MARINE VIEW DR WATERFRONT PLACE APARTMENTS Geotech Report 2022-10-25

B-9 9 • SAMPLE DATA SOIL PROFILE GROUNDWATER E Drilling Method. Mud Rotary Z $ rn Ground Elevation(fly 16.2 e N otl to 00 S —0 Asphalt concrete pavement(0.2 feet SP- thkknessl SM Dark brown,fine SAND with silt and some - - S-1 j!p b2 11 W-25 line organics(medium dense,moist)(At;) - _6 .200=1a SPI Gray,slily fine SAND to fine SAND with alit g. AID "" 5.2� bz s • SM and shelf fragments trace fine organics and - W- • wood(loose to very�oose,wet) S•3IT b2 2 -200=12 .sawdust and numerous shell fragments 10 -200 v 33 •▪}:,- se-pi Gray,line AND Wrt'�f�r ill enTinterbedded - S•4� b2 4 SM very silty,SAND and tine organics(loose to - • ., very loose,wet) W=33 S-5ir b2 2 -16 SM Gay,veryiilty,fine SAi4i with wood and - - shell fragments(very loose,wet) -- S•e1I a2 8 —2Q '• SPI Gray,fine SAND with silt to silly,fine SAND - W=27 SM with trace wood and some shells(very - - S•7� b2 2 loose,wet)(marine sediment) - -25 - - •• SP. Gray to black,line to medium SAND with slit - - SM (medium dense to dense well(glacial 5•tr� b2 22 W^24 sediment) - GS • •gravels encountered between the depths of - about 20,6 and 27,6 twit - —30 m- - d: • vl- S•9� b2 49 W=20 • ` g 735 u- W • =i g •becoming grey - - S•10� b2 41 - . Boring Completed 03/31/06 Total Depth of Boring a 30.0 It i—46 a- - W- - Notes. 1. Stratlgrephic contacts are based on field interpretations and are approximate. 2 Reference to the text of this report Is necessaryfor a proper understanding of subsurface conditions, 3, Refer to"Soli Ciessificefon System and Key"figure for explanation of graphics and symbols, Figure ' • North Marina Redevelopment Log of B-I I A IA A LANDAU Everett,Washington Boring ASSOCIATES