Laserfiche WebLink
4 2:-1 ,291-)07 sE <br /> G ESO DESIGN? FIELD REP 017 <br /> 04 <br /> Project Name: Everett River Front-Simpson Report:037 <br /> GeoDesign#: Polygon-127-03 Date: 05/05/2017 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW1505-005 <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: Doug Ross(Polygon) Kirk Keck(City of Everett) <br /> Paul McKee(City of Everett) Dave Foster(City of Everett) Prepared By: Joe Dapcevich <br /> .. ,. <br /> Attachments: m Site Plan(s) El Density Test Summary Signature: <br /> ❑ Installation Records 0 Other Reviewed By: 72 <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 /> 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 /> Lot 238: <br /> GeoDesign 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 /> Iasis report presents opinions formed as-s remit of our observation of activities relating to geotechnical engineering or environmental services,We rely on the contractor to.comply with the plans and <br /> vpeeifloitlopirthroughout the duration Of the proled irrespective of the presence or our representative.Our work does not include supervision or direction of the contractor,the contractor's employees <br /> magenta, Our firm is not responsible for Site safety,This tleld deport is a DRAFT representation of our field observations,testing,and preliminary recommendations.The.repot can only be considered <br /> final upon r*view of the 0lopesign project manager,as Inditated by Initials inthe-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 1253.203.0095 <br />