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1001 N BROADWAY 2020 EVCC 2025-10-03
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1001 N BROADWAY 2020 EVCC 2025-10-03
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Last modified
10/3/2025 11:23:53 AM
Creation date
9/26/2025 11:35:03 AM
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Template:
Address Document
Street Name
N BROADWAY
Street Number
1001
Tenant Name
EVCC
Year
2020
Imported From Microfiche
No
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Drilled 4/21iart 4/21�/2014 Total 26.5 togged By MWR Driller Geologic Drill Drilling Hollow-Stern Auger <br /> Depth(ft) Checked By SWC Method <br /> Surface Elevalicn(ft) 86 Hammer Autohammer Drilling <br /> Vertical Datum NAVD88 Data 140(Ibs)130(in)Drop Equipment Diedrich D50 <br /> Easting(X) System Groundwater <br /> Northing(Y) Datum Depth is <br /> Date Measured Water M) Elevation(R) <br /> Notes: Not encountered <br /> FIELD DATA <br /> ;, a MATERIAL <br /> 16 z > a REMARKS <br /> DESCRIPTION <br /> o d m `sued N <br /> AC 2 inches asphalt concrete pavement <br /> 0 GP-GM 4 inches sand and grave base <br /> 3P-SMISN Graybrown fine to medium sand with silt and <br /> pods of silty fine to medium sand(medium <br /> 18 2B 1 dense,moist)(weathered till) - 9 PID<1,NS <br /> 5-1 16 35 2 12 <br /> a Becomes dense with occasional silt lenses PID<1,NS <br /> SP-SM Graybrown fine to medium sand with silt <br /> (dense,moist)(Advance Outwash) <br /> 16 35 3 6 <br /> PID<1,NS <br /> 10 18 54 46 12 <br /> SA <br /> �h <br /> 15 18 too 5 <br /> De=ased silt content <br /> w <br /> w 20 18 57 6 <br /> o h <br /> c <br /> stN Gray silty fine sand with silt lenses(very dense <br /> moist) <br /> 8 <br /> Z <br /> n <br /> 0 25 16 37 7 <br /> m <br /> a <br /> Ie <br /> a <br /> 'n <br /> v <br /> egg <br /> K <br /> z <br /> u <br /> Note: Please see Figure A-1 for explanation of symbols <br /> b Log of Boring B-10 <br /> a Project: WSU-North Puget Sound at Everett <br /> m C /� Project Location: Everett,Washington <br /> GW ENGINEERS / j Figure A-11 <br /> Project Number: 0403-031-00 Sheet 1 of <br />
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