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501 RIVERSIDE RD REGIONAL DISPOSAL COMPANY EVT TRANSFER FACILITY PHASE 1 SITE IMP Geotech Report 2025-07-28
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REGIONAL DISPOSAL COMPANY EVT TRANSFER FACILITY PHASE 1 SITE IMP
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501 RIVERSIDE RD REGIONAL DISPOSAL COMPANY EVT TRANSFER FACILITY PHASE 1 SITE IMP Geotech Report 2025-07-28
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7/28/2025 11:16:11 AM
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7/28/2025 11:13:48 AM
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Address Document
Street Name
RIVERSIDE RD
Street Number
501
Tenant Name
REGIONAL DISPOSAL COMPANY EVT TRANSFER FACILITY PHASE 1 SITE IMP
Address Document Type
Geotech Report
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I <br /> Start End Total Drilled 4/25/2013 4/25/2013 Depth(ft) MJ <br /> Checked By MJ 16.5 Logged By S Driller Geologic Drill Drilling <br /> Method Hollow-stem Auger <br /> Surface Elevation(ft) 11 Hammer Rope&Cathead Drilling XL Trailer Rig <br /> Vertical Datum NAVD88 Data 140(Ibs)/30(in)Drop Equipment <br /> Easting(X) 1310331.49 System Groundwater Depth to <br /> Northing(Y) 369302.13 Datum State Plane WA North Zone Date Measured Water(ft( Elevation MI <br /> I <br /> Notes: Elevation estimated from base survey map. <br /> FIELD DATA. , <br /> —o a <br /> o s MATERIAL <br /> REMARKS <br /> o o d J DESCRIPTION c <br /> > a U 3 m al <br /> =5 N a n w y -- <br /> d cp 5 W) o o an d 6 5 2@ 'o o 'a <br /> I <br /> W o c m m C) V)1- 5. U' U' U �O o.S <br /> 0 AC 7 inches asphalt concrete <br /> 1 <br /> ^0 8 58 IP GM Gray silty fine to coarse gravel with sand(dense, _ <br /> o moist)(fill) <br /> ?•U — <br /> SM -• Gray silty fine to coarse sand with gravel <br /> 12 39 2 - <br /> (medium dense,moist) <br /> • <br /> • <br /> • <br /> • <br /> • <br /> 1 • -- — <br /> 12 29 3 • SP-0 Gray fine to medium sand with silt(medium 21 <br /> • • <br /> _ - - dense,moist) - <br /> S 18 2 4 ...... SM Brown silty fine sand with organic matter(very 82 %F=48 <br /> loose,moist)(younger alluvial and estuarine <br /> deposits) <br /> I 18 3 5 !A, off Gray organic silt(soft,moist) <br /> - <br /> z <br /> r �� <br /> U- J� <br /> 1 <br /> ML Gray silt with sand and occasional organic matter <br /> — <br /> w- 1!) — (soft,moist) — <br /> 18 4 1 6 <br /> f <br /> U - <br /> w <br /> z <br /> 5 <br /> z <br /> W <br /> o _ _ <br /> I <br /> _ <br /> Becomes medium stiff <br /> E 18 6 <br /> F-IE _- <br /> LT'- <br /> Groundwater seepage at about 14 feet <br /> `ct — <br /> -'::• SM Dark gray silty fine to medium sand(loose,wet) <br /> 15 18 9 8 <br /> II <br /> E <br /> a <br /> I <br /> o Note:Please see Figure A-1 for explanation of symbols <br /> it <br /> Log of Boring B-4 <br /> I <br /> Project: Pavement&Stormwater Master Plan, RDC Everett <br /> Project Location: Everett, Washington <br /> GEt}ENGINEERSFigure A-5 <br /> IN Project Number: 4322-002-00 Sheet 1 of 1 <br />
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