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X109 Li Lit" 1 16-\- <br /> G <br /> EO DESIGN FIELD REPOR <br /> C ofProject Name: Everett River Front-Sim son <br /> ,:. p - - Report: 030 <br /> GeoDesign#: Polygon-127-03 Date: 04/07/2017 <br /> Reports with Unresolved Nonconformance Issues: Permit: <br /> PW 1505-005 <br /> Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather: Cloudy, 50's <br /> Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 1615/1700 <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 /> IZI Site Plan(s) m Density Test Summary Signature: 4 ...�✓c <br /> Attachments: _. _-- <br /> ■ Installation Records 0 Other Reviewed By: ", <br /> PURPOSE of VISIT: GeoDesign representative, Ben Weinberg,was on-site part time at the request of John Feltner with <br /> Polygon to observe the foundation subgrade for Lot 170. <br /> SUMMARY of OBSERVATIONS: <br /> Lot 170: <br /> Upon arrival, GeoDesign noted that the foundation excavation subcontractor had completed excavation of the footing and <br /> crawl space area for Lot 170. GeoDesign noted that the exposed foundation subgrade consisted of a brown-gray to gray <br /> silty SAND with gravel which could generally be probed less than 2 inches using a 1/2 inch diameter soil probe. <br /> Relative compaction of the footing subgrade material was tested using a Troxler Moisture-Density gauge; in-place density <br /> tests indicated that exposed foundation subgrade material had been compacted to greater than 95%of its maximum dry <br /> density as determined by a Modified Proctor analysis. <br /> It is the opinion of GeoDesign that the foundation subgrade area observed today is currently suitable for support of the <br /> intended structure. GeoDesign recommends that any surficially loose and saturated material be removed from the base of <br /> the footing areas prior to the placement of concrete. <br /> A summary of our observations and density tests taken today can be found in the attached Figure 1 and Nuclear Density <br /> Gauge Data. <br /> This report presents opinions formed as a result of our observation aractivitles 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.seatirng and preliminary recommendations,The report can only he considered <br /> ilnal upon review of the GeoDesign project manager,as indicated by initials In the"Reiilewed Br 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 />