Laserfiche WebLink
DESIGNz FIELD <br /> REF FIELD <br /> ��1of � � <br /> Project Name: Everett River Front-Simpson _ Report: 016 t, <br /> GeoDesign #: Polygon-1 27-03 Date: 12/22/2016 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW1505-005 <br /> 1P�1 -0310 <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather:Cloudy,40's <br /> Distribution: <br /> Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 0930/1000 <br /> -- <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 /> Attachments: m Site Plan(s) ❑ Density Test Summary_ _ Signature: <br /> Installation Records El Other Reviewed By: <br /> PURPOSE of VISIT: GeoDesign representative, Joe Dapcevich, was on-site part time at the request of John Feltner with <br /> Polygon to observe the over-excavated subgrade backfill for Lots 135 and 140. <br /> SUMMARY of OBSERVATIONS: <br /> Lot 135 & 140: <br /> GeoDesign noted that the exposed footing subgrade for Lot 135&140 was covered in approximately 3 to 6 inches of <br /> surficially saturated material, which we recommended be removed prior to our footing subgrade evaluation. GeoDesign <br /> observed that the footing subgrade that had been over-excavated and evaluated in the previous site visit had been lined <br /> with a non-woven geotextile fabric. Excavations were then backfilled with 2-inch clean crushed railroad ballast material <br /> and compacted into a firm and unyielding mass using the bucket of an excavator. <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.Ourwork does not induce 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 1 Seattle,WA 98133 1 206.838.9900 <br /> 2502 Jefferson Avenue I Tacoma,WA 98402 1 253.203.0095 <br />