3600 SMITH AVE 2023-12-27 - Laserfiche WebLink

NOTES 1. THE SUBSURFACE CONDITIONS SHOWN ARE BASED ON INTERPOLATION BETWEEN WIDELY SPACED EXPLORATIONS AND SHOULD BE CONSIDERED APPROXIMATE;ACTUAL SUBSURFACE CONDITIONS MAY VARY FROM THOSE SHOWN. 2. THIS FIGURE IS FOR INFORMATIONAL PURPOSES ONLY.IT IS INTENDED TO ASSIST IN THE IDENTIFICATION OF FEATURES DISCUSSED IN A RELATED DOCUMENT.DATA WERE COMPILED FROM SOURCES AS LISTED IN THIS FIGURE.THE DATA SOURCES DO NOT GUARANTEE THESE DATA ARE ACCURATE OR COMPLETE.THERE MAY /� Subject Property Boundary /� I HAVE BEEN UPDATES TO THE DATA SINCE THE PUBLICATION OF THIS E H H FIGURE.THIS FIGURE IS A COPY OF A MASTER DOCUMENT.THE HARD ► Fortner LO Storage Area COPY IS STORED BY GEOENGINEERS,INC.AND WILL SERVE AS THE _ (Southwest) g g (Northeast) OFFICIAL DOCUMENT OF RECORD. 70 _ 0 DATUM: NAVD 88,UNLESS OTHERWISE NOTED. 7 r/1 W � •ni, M Vl a � a VF• N N M — �y i M M M m m d 3 JN LEGEND ~ t g Monitoring Well 60 ; 60 1 1 Inferred Soil Contact 1 SM Soil Classification 1 1 so 1 1 Blow Count 1 � ------- Approximate Remedial Excavation Area 50 L� � ��+ 50 Fill REMEDIAL E)CAVA117AREA APP O O � Glacially Consolidated Soils 40 40 p 25 0 25 �j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �j Horizontal Scale in Feet v — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — v 5 0 5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —31— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Ventral Scele in Feet — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Vertical Exaggeration:5X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -SM - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —35— — — — — — — — — — 30 30 _________________HIGBESTMEASURED GROUNDWATER- =- - =— -68 BA - _- _- _- - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEDONQUARTERLYMONTTORING,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - CONIRALTORTOVERIFY- - - - - - - - - �P-SM- - - - - - - - do — -----------------------------------------------------------------------------49 _ _ — — — —_—_—_—_—_ w 20 _ _ _ - - - - 20 � m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a£ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - to - - - - - - to _ 0 50 100 150 200 250 300 330 Distance(Feet) 0 3 G o m� a M 0 Designed Drawing EVERETT MTCACLEAN UP B2 Checked WASHINGTON (FORMER SMITH STREET SAWMILL) E GWENGINEER� CROSS SECTION A — A' NO. DATE APRVD REVISION Design Review Level sneer No. PLANS ISSUED FOR 3200 Cedar Street WORK ORDER 20191278 4 BID CONST RECORD Everett,WA 98201 5 —_ 425.257.8800 everettwa.gov REGION-10 1 STATE-WA LL ACTION DATE APRVD ACTION DATE APRVD I ACTION I DATE APRVD I Dfratal