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G EO DESIGN? �'�'h DrDrs FIELD REPORT.. <br /> o <br /> Project Name: Everett River s <br /> Front-Simpson p Report: 037 <br /> GeoDesign#: Polygon-127-03 Date: 05/05/2017 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW 1505-005 <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather: Cloudy,60's <br /> Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 1345/1315 <br /> Distribution: <br /> Doug Ross(Polygon) Kirk Keck(City of Everett) <br /> Paul McKee(City of Everett) Dave Foster(City of Everett) Prepared By: Joe Dapcevich <br /> EL Site Plan(s) 0 Density Test Summary Signature: -�" - <br /> Attachments: LI Installation Records 0 Other Reviewed By <br /> PURPOSE of VISIT: GeoDesign representative, Joe Dapcevich, was on-site part time at the request of Craig with DDS to <br /> observe the backfill for Lots 224, 225,and 238. <br /> SUMMARY of OBSERVATIONS: <br /> Lot 224: <br /> Crews informed GeoDesign that they had over-excavated the SE corner of Lot 224 approximately 3'and backfilled with <br /> approximately 3'of quarry spalls. GeoDesign observed that non-woven geotextile fabric had been laid out on top of the <br /> spalls and the rest of the over-excavated lot subgrade. GeoDesign observed that crews were in the process of backfilling <br /> the rest of the over-excavation with recycled concrete to bring up to planned foundation grade. <br /> Lot 225: <br /> GeoDesign observed that crews had placed non-woven geotextile fabric throughout the entire over-excavated lot subgrade. <br /> GeoDesign observed crews begin to backfill the lot with 2-inch railroad ballast to bring up to planned foundation grade. <br /> 4112;;;) <br /> eoDesign observed that crews backfilling the over-excavated lot subgrade with 2-inch railroad ballast to bring up to <br /> planned foundation grade. <br /> The contractor was notified of GeoDesign's observations prior to GeoDesign's departure from the site. Craig informed <br /> GeoDesign that crews plan to place all remaining backfill material in lifts and compact with a roller. Crews also plan to <br /> place a thin lift of well-graded crushed rock on top of the foundations to smooth out the lots. <br /> 'chin report presents opinions formed asa restith:of our observation oractivities relating to geoteotnicai engineering of environmental setvites,We rely on the contractor to tomplY with the plans and <br /> specificatfons!throughout the duration of the project Irrespective of the presence of our representative.Our work sienna Include supervision or direction of the contractor,the contractor's employees <br /> oragents.Our firm is not responsible for site safety,-fhls field report is a:DRAFT representation of our field observations,testing,and preliminary recommendations.The report can only be considersd <br /> final upon review of the GehOesigtt 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 <br />