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5900 36TH AVE W PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-22
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PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
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5900 36TH AVE W PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-22
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Last modified
4/22/2025 9:09:28 AM
Creation date
4/14/2025 8:44:31 AM
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Address Document
Street Name
36TH AVE W
Street Number
5900
Tenant Name
PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS
Address Document Type
Geotech Report
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----- rm.gwairinG I sets In r. <br /> • scent around surface Elevation in Feat A <br /> ` Loose). motet. black. veryty. fine SAND with <br /> 1 - N numerous large roots and organic Clatter. /- II <br /> ::1 <br /> ()4edlum dense), moist, brown, slightly gravelly. very <br /> = Osilty SAND with occasional cobbles and saell roots. JrT \2Inch ash layer at1 to i-i/2--foot-depth. <br /> Q a atadius dense to dense), aoiat. gray-Drown. very silty <br /> SAND with Tames of sang/ SILT. .-. il <br /> e s-s 9 as • Uiard). moist. dark gray. very sandy SILT. (TILL: <br /> I3 .. Boottootofd Test�Pit,et 4-1/2 Fest. <br /> a -i Note: Light seepage observed at 2-foot-depth. I <br /> 7 - <br /> a - <br /> if s -, <br /> Test Pit Log TP-6 II <br /> Maur Lib Cboth SOIL DESCRIPTIONS <br /> semola MIL Tuts le Fret <br /> e erounq Surface Elevation in Feet 476 <br /> - (Loose). moist, black, very silty SAND with numerousII <br /> i_ roots. <br /> sees - Medium dense). moist to wet. brown. very silty SAND <br /> z p N with occasional cobbles. r <br /> (Dense). moist. gray-brown. very silty SAND with sandy — <br /> rr-= s? 3 - SILT zones. 11 <br /> 2-3 11 s Chard). moist. dark gray. very sandy SILT. (TILL) <br /> g - Bottom of Test Pit at 4-i/2 Feat. <br /> Completed 12/14/88. I <br /> a - Note: Light groundwater seepage observed at 2-foot-depth. <br /> ., <br /> 7 - <br /> . <br /> e . Ia - <br /> Test Pit Log TP-9 I <br /> n mar Leo Depth moll DESCRIPTIONS <br /> aeemie congest Teats in Pest <br /> Percent <br /> a m"otawd Seneca £Zvstion in Feet 417 _ <br /> I (L smoose). moist. dark brawn. very silty SAND with organic <br /> 1_ , atter.. r 11 <br /> e 1s 0ledium dense). moist. brown. sitly SAND with occasional <br /> 5--el <br /> a ` grovel. cobbles. and small roots. r <br /> Medium dense to dense). moist to wet. gray--brown, very <br /> S.-i a ! - \_s12j SAND to ver r_aandy SILT with occasional cobbles. I <br /> (Hamel. moist. gray. very sandy SILT with occssional <br /> A-. l cobbles. r <br /> II <br /> . Bottom of Test Pit at 3-1/2 Feet. <br /> ' ' 8--- Completed 12/14/as. <br /> s_ Not Light groundwater seepage observed at i-1/2-foot- <br /> depth. <br /> 7- <br /> e I <br /> I-- <br /> 1. serer to Future A-1 fie- easlenatien at bascriotione J-2306 December 198811 <br /> endsyaaols. <br /> a' ensiact`: e ems ey'r:`etr::i" i� i"ta`'°'`"1"' HART-CROWSER .& associates. inc . <br /> 3. Ground meter C.edltisns. if 3nslcatsd. ere aL time ' <br /> of e ud <br /> 'excavation. caltlee+s sal vary with time. Figure A-4 <br /> ix <br /> CE2964 - - <br /> US-CE2I <br /> I <br />
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