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5900 36TH AVE W SEPA 016 - 035 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-14
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5900 36TH AVE W SEPA 016 - 035 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-14
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4/14/2025 9:09:59 AM
Creation date
4/8/2025 2:33:45 PM
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Address Document
Street Name
36TH AVE W
Street Number
5900
Tenant Name
SEPA 016 - 035 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
Address Document Type
Geotech Report
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•as.aa content iaru in Feat autu uca6rilr i 1uM5 <br /> I <br /> .,. rtresnt Ground surface Elevation in Feat . <br /> s-1 34 (Loose), moist, dark brown. ry silty, fine S1.`C with <br /> i _ .‘ numerous roots in tumor 1/2 toot. r, <br /> a-! a . (Loose to medium dorms). moist. gray-brown, vary silty <br /> ( a - SAND to very sandy SILT with occasional cobbles. <br /> p scattered roots. and organics. <br /> s 3 `er, stiff). Moist. Sr ay. vartr sanely SILT. <br /> s-s 33 �, <br /> (very dense). damp. gray. very silty SAM. <br /> 1-4 ! 4 <br /> s- <br /> e - Bottom of Test Pit at r-1/2 Feet. <br /> Completed 12/14/88. <br /> a -s - Note: Light groundwater seepage observed et 2--=/2- <br /> foot-depth. <br /> 9 J <br /> I <br /> Test Pit Log TP-2 <br /> eater Lab oaosa SOIL DESCRIPTIONS <br /> Caao a Content Testa its het <br /> Parson( 0 Crouto Surfaea elevation in Feat 48 1 <br /> (Very soft), wet_ dirk brown. sandy SILT with numerous <br /> s-t111 r i roots and organic Ratter. <br /> (Mediu= stiff), wet. brown. slightly gravelly, fins <br /> S-2 66 <br /> a sandy SILT. <br /> s'a 2s a - <br /> 3 (Very stiff). wet, brown, vary s (TI sandy SILT. 11.) <br /> s-4 ra /v3_22 { . andrla(dense) . wet. gvery ray-brawn.wet asiltyySAND. clayey SILT <br /> Ia yy <br /> sr-s s1 a aadiumeSAND with damp. <br /> ocoasicnal silty <br /> gravelV� silty.) fins to + <br /> (TILL) <br /> Bottom of Test Pit at B Feat. <br /> II 7 <br /> ., <br /> e Complatsd 12/14/88. <br /> a Mote: l+.gdarate to heavy groundwater seepage observed at <br /> J I-foot-depth. Light seepage obaarve4 at 2-1/2-foot <br /> -depth. <br /> II <br /> Test Pit Log TP-3 <br /> Miter Lab oaath Sou. DESCRIPTIONS <br /> 4aspla Content Test. in Fist <br /> F+areant 0 erauca &rests Elevation in Feat 49 i <br /> (Soft), wet. dark browxt, organic SILT with numerous <br /> i _ `-roots and or5(anic matter. r <br /> II <br /> . Q4edium dense), moist. red-brawn, very silty SAND Kith _ <br /> ti-1 31 a ,. roots to 2-toot-depot. <br /> a--2 1� <br /> 3- 3 (Very stiff). moist. gray-brown. very sandy SILT. <br /> 9-3 a <br /> 1- (Heard], moist. dark gray. very candy S:LT. (TILL] <br /> fIottom of Test Pit at 5-1/2 Feet. <br /> a II , Cosipletee 12/14/ea. <br /> 7 - Hate_ Light groundwater seepage observed et 2-i/2-foot- <br /> depth. <br /> ■ - <br /> • <br /> I. Refer to nears A-1 for asplanstian of aeecridtian■ J-2306 December 1988 <br /> li andsymbol,. <br /> !_ toll <br /> Sai sostlaRa and stratum Iinsa are intsrp-+t1v.gradual.end actual sn.ng.■ may be gradual. <br /> a_ sro.na rotor conditions. 1f indicated. are at time <br /> ,c•f acavatlaa. Conditions ray v i HART—CROWSEA 6 associates. Inc . <br /> with glad. Figure A'-2 <br /> I <br /> CE29b21 _ <br /> US-CE296 <br /> I <br />
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