4326 29TH DR SE 2019-03-15 - Laserfiche WebLink

Project.Name: Everett River Front-Simpson Re sett 111 GeoDesign.#; Poi .on-127-0.1 Date: 8/30/2016 Reports with Unresolved Nonconformance Issues: Permit: PW1505-005 DFR 052 . j ,. /iio/ice///iiai�aoa�o%a��iiii� �/iii/�/iiiii� �//aiiiio%tea/%iii///ia��:��a�yaiiiii//a%i/%iii////ioi/ate�i�iiaia��' . h y )Nick Abdelnour(Polygon) Randy Aden(Cityof Everett) Weather'Cloudy,60's Ron y Eddy (Polygon) lfDap�' 1500/1530 Distribution: Ron Bowen(Polygon) Stevens(Poi on) Doug Ross(Polygon), Kirk Keck(City of Everett) ammiNimmian Paul McKee(City of Everett) Dave Foster(City of Everett) Prepared By. Ben Weinberg,E.I.T., Attachments m Site Plan(s) m Density Test Summary Signature:... - ...... • Installation Records o Other Reviewed B : PURPOSE of VISIT: GeoDesign representative, Ben Weinberg,was on-site at the request of Eddy Stevens with Polygon to observe foundation subgrade for Lot 110. SUMMARY of OBSERVATIONS: Lot 110: ••• - nal,GeoDesign noted that foundation excavation subcontractor had finished digging the footing and crawl space area using a Case CX130 excavator and grade blade. GeoDesign noted that the exposed foundation subgrade generally. consisted of a gray silty SAND(f-rn)with gravel(f-c)which could be penetrated less than 3 inches using a 1/2 inch diameter soil probe under the full weight of the user; in-place density tests taken on the north,east,and south side indicated that the material had been compacted to greater than 95%of its maximum dry density as determined by a Modified Proctor analysis. It is the opinion of GeoDesign that the exposed foundation subgrade is currently suitable for support of the intended load. GeoDesign recommends that any surficially loose and/or saturated material be removed from the base of the footings prior to the placement of concrete. A summary of our observations and density tests taken today can be found in the attached Nuclear Density Gauge Data and Figure 1. 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 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 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 final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed By section. 10700 Meridian Avenue North,Suite 210 I Seattle,WA 98133 I 206.838.9900 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095