Laserfiche WebLink
qL) rL Z 17 1 6 2.-,11 <br /> CEO DESIGN' FIELD REP•f 2 <br /> Project Name: Everett River Front-Simpson Report: 001 <br /> GeoDesign#: Polygon-127-03 Date: 10/24/2016 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW 1505-005 <br /> et <br /> 0� <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather: Rain,50's <br /> Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 1845/1900 <br /> Distribution: <br /> Doug Ross(Polygon) Kirk Keck(City of Everett) <br /> Paul McKee(City of Everett) Dave Foster(City of Everett) prepared By; Ben Weinberg, E.I.T. <br /> Attachments: m Site Plan(s) r Density Test Summary Signature: �-�%�--- <br /> LiInstallation Records 0 Other Reviewed By: 7 <br /> PURPOSE of VISIT:GeoDesign representative,Benjamin Weinberg,was on-site part time at the request of John Feltner <br /> with Polygon to observe the foundation subgrade from Lot 124. <br /> SUMMARY of OBSERVATIONS: <br /> Lot 124: <br /> Upon arrival,GeoDesign noted that the foundation excavation subcontractor had completed excavation of the footing and <br /> crawl space area for Lot 124. GeoDesign noted that the exposed footing subgrade material for Lot 124 consisted of a gray <br /> silty SAND(f-m)with gravel(f-c). GeoDesign noted that the east 2/3 of the foundation area could be probed less than 2 <br /> inches using a 1/2 inch diameter soil probe. GeoDesign noted that the west 1/3 of the foundation area could be probed 1 to <br /> 1.5 feet. GeoDesign noted that the exposed foundation subgrade area was saturated from precipitation and was currently <br /> unsuitable for recompaction. <br /> GeoDesign marked the west foundation subgrade area with orange paint and recommended that the material be removed <br /> down to firm and unyielding material. GeoDesign recommends that either the footings be extended down to firm and <br /> unyielding material for the west 1/3 of the foundation area or that the material be removed down to firm and unyielding <br /> material and replaced with 2-inch railroad ballast compacted into a firm and unyielding mass. <br /> A summary of our observations can be found in the attached Figure 1. <br /> The client was notified of our observations via email after our departure from the site. <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 ofourrepresentative.Ourwork 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 oFour 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 98)33 I 206.838.9900 <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 <br />