5900 36TH AVE W PRE APP 015 - 032 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-22

I I A A' Approximate Future L 360 Stormwater Finish Grade 360 Vault Location Building C Q U o Parking Lot (FF Elev. 344') —I o v, Proposed Wall c. •- 330— ;i / 330 pip I (3H : 1V Slope Max.) 7 _ u) _ - o > a� w — 1 _ --- 50i6" Proposed Bench - w (� W Iw -- 50i5" Keyed Into Existing Slope o z 300 50/5" Ti" 300 O_ l� i 50/6" > - ' /// ~ I Q i 50/6" Q LU 50/6" LU 50/6" LU W - I Existing Grade 50/6" 5_ --- - 7 bo c 270 • — — Advance Outwash Sand 270 J _ C I Z co V c L N I240— 240 U = e C O I C C r/� C W �/J W . C 10 u t L C I I z NOTE:The stratification lines shown on this cross section represent z 3 the approximate boundaries between soil types.The actual transitions u.i c z I Horizontal Scale 0 15 3 0 6 0 may be either more gradual or more severe.They are based on our 1"=30' interpretation of the subsurface conditions encountered at the individual Scale in Feet test locations and our judgement and experience.ESNW cannot be cr responsible for the interpretation of the data by others. INOTE:The graphics shown on this plate are not intended for design Drwn. By Vertical Scale 0 15 30 60 purposes or precise scale measurements,but only to illustrate the GLS 1"=30' Mt- Scale in Feet approximate test locations relative to the approximate locations of Checked By I existing and/or proposed site features.The information illustrated is largely based on data provided by the client at the time of our BJP study. ESNW cannot be responsible for subsequent design changes Date or interpretation of the data by others. 06/10/2016 INOTE:This plate may contain areas of color.ESNW cannot be Proj. No. responsible for any subsequent misinterpretation of the information 4011.03 resulting from black&white reproductions of this plate. I Plate 3