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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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I Earth Solutions NW TEST PIT NUMBER TP-1 <br /> LdrtN 1805-136th Place N.E., Suite 201 <br /> SOIUl1OI1 Bellevue,Washington 98005 PAGE 1 OF 1 <br /> \ll Ili Telephone: 425-449-4704 <br /> I <br /> Fax: 425-449-4711 <br /> CLIENT Veritas Construction PROJECT NAME Soundview Business Center <br /> NUMBER 4011 PROJECT LOCATION Everett,Washington IPROJECT <br /> DATE STARTED 7/31/15 COMPLETED 7/31/15 GROUND ELEVATION 330 ft TEST PIT SIZE <br /> EXCAVATION CONTRACTOR NW Excavating GROUND WATER LEVELS: <br /> I EXCAVATION METHOD AT TIME OF EXCAVATION — <br /> LOGGED BY BTS CHECKED BY BTS AT END OF EXCAVATION — <br /> NOTES Depth of Topsoil&Sod 12": brambles,ferns AFTER EXCAVATION - <br /> I w <br /> m H w (I) U <br /> a=^ J ui a (I <br /> O MATERIAL DESCRIPTION <br /> LT,v 0_D � �J <br /> Q Z 0 <br /> cn <br /> 0 <br /> Brown silty SAND, dense,moist(Weathered Till) <br /> -fractured very dense till <br /> I -increased gravel,very dense,moist <br /> -gray silty SAND with gravel, very dense,moist(unweathered till) <br /> I - - SM <br /> I .- <br /> I - - <br /> - 8.0 — 3Ys <br /> Test pit terminated at 8.0 feet below existing grade. No groundwater encountered during excavation. <br /> I <br /> Bottom of test pit at 8 0 feet. <br /> I <br /> I <br /> I <br /> - <br /> 0 <br /> I I- <br /> z <br /> a <br /> a' <br /> I o <br /> Wy-' <br /> II- <br /> co <br /> I <br /> Io <br />
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