Laserfiche WebLink
iw pot se <br /> lb+ coi <br /> G EO DES1GN FIELD R .SRT <br /> Project Name: Everett River Front-Simpson Report: 046 <br /> GeoDesign#: POI gon-127-03 Date: 05/31/2017 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW1505-005 <br /> 1703 11 c)—C14 to <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather:Clear,70's <br /> Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 0930/0945 <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 <br /> ��_ 1 Site Plan(s) m Density Test Summary Signature: 4:—?✓ <br /> Attachments: Installation Records m Other Reviewed By: <br /> PURPOSE of VISIT:GeoDesign representative, Ben Weinberg,was on-site part time at the request of Craig with DDS to <br /> observe the foundation subgrade for Lots 259 and 260. <br /> SUMMARY of OBSERVATIONS: <br /> LOT 259: <br /> Previously, GeoDesign noted that the east side of Lot 259 had been over-excavated approximately 1 foot. Today, <br /> GeoDesign noted that the lot area had been backfilled to plan bottom of footing with a 2-inch clean crushed railroad ballast <br /> material which had been tamped into a firm and unyielding mass. <br /> It is the opinion of GeoDesign that the exposed foundation area observed today is currently suitable for support of the <br /> intended structure. <br /> LOT 260: <br /> Previously, GeoDesign noted that the west 1/4 of Lot 260 had been over-excavated 6 inches to 1.5 feet and east side had <br /> been over-excavated approximately 1 foot.Today, GeoDesign noted that the lot area had been backfilled to plan bottom of <br /> footing with a 2-inch clean crushed railroad ballast material which had been tamped into a firm and unyielding mass. <br /> It is the opinion of GeoDesign that the exposed foundation area observed today is currently suitable for support of the <br /> intended structure. <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 <br />