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1 <br /> GEoDEstcN FIELD REPOR <br /> _ 2 <br /> Project Name: ' Everett River Front-Simpson Report: 052 <br /> GeoDesign#: Polygon-127-03 Date: 06/29/2017 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW 1505-005 <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather: Clear, 50-60's ?; <br /> _.__.._..— _.__...._.__— _.._._...._.__.._ <br /> Ron Bowen(Polygon) 1 Eddy Stevens(Polygon) l Arrival/Departure: <br /> 0830/1045 <br /> Distribution: -- — ---.._.__........._ <br /> Doug Ross(Polygon) ? Kirk Keck(City of Everett) <br /> .......................................................................................................................................:......................................................................................................................................................................................................................................................................................................................:: <br /> Paul McKee(City of Everett) ? Dave Foster(City of Everett) Prepared By: Ben Weinberg <br /> Attachments: m Site Plan(s) m Density Test Summary Signature: 6� - <br /> 0 Installation Records m Other Reviewed By: <br /> SUMMARY of OBSERVATIONS: <br /> LOT 240: <br /> Previously, GeoDesign noted that DDS had over-excavated the northeast portion of the Lot 240 area approximately 2 feet. <br /> Today, GeoDesign noted that the foundation and crawl space area had been backfilled to plan bottom of footing with a <br /> 2-inch clean crushed railroad ballast material compacted into a firm and unyielding mass. <br /> It is the opinion of GeoDesign that the exposed foundation observed today is currently suitable for support of the intended <br /> structure. <br /> -*Mr <br /> Previously, GeoDesign noted that DDS had over-excavated pockets within the Lot 241 area during cutting the foundation <br /> area to grade. Today, GeoDesign noted that the foundation and crawl space area had been backfilled to plan bottom of <br /> footing with a 2-inch clean crushed railroad ballast material compacted into a firm and unyielding mass. <br /> + t rei lam° eR sllg that NTAIV §901PundPtfg, observe. oday 1s�Act r�ently itab,JV°R.V!PPc�rt #Itl e-�ntP7100 <br /> tilatuettira <br /> LOT 258: <br /> Previously, GeoDesign noted that DDS had excavated the Lot 258 area down to firm and unyielding material which required <br /> over-excavation of approximately 1 foot below plan bottom of footing. Today, GeoDesign noted that DDS was in the <br /> process of backfilling the lot area with a 2-inch clean crushed railroad ballast material compacted into a firm and unyielding <br /> mass. <br /> A summary of our observations can be found in the attached Figure 1. <br /> This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services.We rely on the contractor to comply with the plans and <br /> specifications throughout the duration of the project irrespective of the presence of our representative. Our work does not include supervision or direction of the contractor,the contractor's employees <br /> or agents.Our firm is not responsible for site safety.This field report is a DRAFT representation of our field observations,testing,and preliminary recommendations.The report can only be considered <br /> final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed By"section. <br /> 10700 Meridian Avenue North,Suite 402 I Seattle,WA 98133 I 206.838.9900 •, <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 ' e} <br /> ,N <br />