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C C• <br /> South Existing Deck North <br /> Construction Dike <br /> CPT-3 HC-3 —30 <br /> 6 (112'E) (8'E) SW-1 <br /> (139'E) (17'E) — <br /> �88888 _ 20 <br /> ESU 1 i) CPT uw Mw 2) 10 V High Water— <br /> Loose to med dense,silty gravelly (3)-4 1 04) 11 t 1 7 / Elevation —1 D <br /> SAND and sandy GRAVEL(FILL, 30 (16) 11 ESU 1 A (1 6 ESU 4 <br /> V potentially liquefiable) (6)-7 (3) 2 4 <br /> Low Water ? (17) 12 2 <br /> —? - -? — �'—e- -? — ? Za — k - -? — ? - -? — �4e1 —? — ,L �2 za'w <br /> Elevation (el-15 (pp}}' pp (15) 10 ( ) <br /> (27)-49 (25) 111 ESU 2 (15) 10 \ 10 <br /> 30 (31) 33 (11) 7 ' <br /> (84)-146Ho' Med.dense to dense GRAVEL o - 20 <br /> ESU 2 (26) 28 q0 (29) 31 (Construction Dike) (15) 10 \ pusj, <br /> 4 <br /> (27)—49 (18) 12 ii 14 <br /> )36)-41 ( 30 <br /> 50 ) ? I _? --? (14) 9? ? (18) 2, <br /> (47)-85 1 (37) 25 --? (26) 17 - �7 <br /> 40 (41) 27 <br /> —? (42)-75 -\2 6 ( ) 37 <br /> _ ` ? ESU 4 (s2) 33 (6) i— <br /> \2 (22)—25 / (� Medium dense to (54) 35 ESU 6 (17) 2, -501 <br /> 70 dense silty SAND <br /> -131T—es- (49) 32 Loose to medium dense <br /> m (sit-- (90) 5q silty SAND(potentially ((32) 40 -60 11;— <br /> U. (68) 55 0) <br /> C (43)—77 ���t3 99 liquefiable) u_ <br /> --7 ? -{4a71 (34) a3 -7C 'C <br /> ,O (38)-41 (95) 46,,3.,? _ —? �? (64) 35 (76) 8711r' C <br /> (43)-76 (64) 42 7 _ 2 <br /> > (22)__25 (124) B1 —_? — --? 10'-80 j0 <br /> a (55) 69 > <br /> W (153) 5016" (66) 1153 <br /> ---9C W <br /> ESU 8 (153)--50+6- <br /> - Very stiff to hard SILT and CLAY -_ 10( <br /> with pockets of silty sand and <br /> gravel(TILL-like) -11,. <br /> 121. <br /> -131 <br /> 14( <br /> 15( <br /> 16 <br /> - 17t <br /> 8 6 <br /> Legend Distance in Feet <br /> CPT-3 CPT number HC-2 Exploration number <br /> (10'E) (Offset and distance) (8'E) Note: <br /> (Offset and distance) Contact between soil units is interpolated between borings and <br /> represents our interpretation of subsurface conditions based on <br /> CPT location Exploration location Liquefaction Potential Seismic Events currently available data. <br /> I' Port of Everett-South Terminal Wharf <br /> CPT Tip Resistance(tsf) 0 Water level 475-year Hazard Level 72-year Hazard Level(50%in 50 years) &Electrical Upgrades-Phase 2 <br /> c. <br /> PGA=0.156 g Everett,Washington <br /> Energy-corrected not-9 Standard penetration „i 475-year and 144-year <br /> Horizontal Scale in Feet N-value in blows resistance in blows Hazard Levels 144-year Hazard Level(30%in 50 years) Generalized Subsurface Cross Section C-C' <br /> 0 60 120 per foot per foot PGA=0.224 g <br /> 0 30 60 475-year,144-year,and 19232-01 5/17 <br /> a Vertical Scale in Feet P Interpreted from CPT 1 Monitoring well 72-year Hazard Levels 475-year Hazard Level(10%in 50 years) Figure <br /> 1 Vertical Exaggeration x 2 dissipation tests measurements PGA=0.346 g ill <br /> 8 HMIC1101111111 5 <br />