4512 29TH AVE SE 2019-03-15 - Laserfiche WebLink

GEODESIGW FIELD REPORT � .v Project Name: Everett River Front-Simpson Report: 098 GeoDesign#: Polygon-127-03 Date: 2/28/2018 Reports with Unresolved Nonconformance Issues: Permit: PW1505-005 Nick Abdelnour(Polygon) Randy Allen(City of Everett) Weather: Cloudy, 40's Ron Bowen(Polygon) Eddy Stevens(Polygon) Arrival/Departure: 1545/1600 Distribution: Doug Ross(Polygon) Kirk Keck(City of Everett) Paul McKee(City of Everett) Dave Foster(City of Everett) Prepared By: Ben Weinberg, EIT El Site Plan(s) ❑ Density Test Summary Signature: ,1, -- Attachments: Installation Records ❑ ❑ Other Reviewed By: PURPOSE of VISIT: GeoDesign representative, Ben Weinberg,was on-site part time at the request of Craig with DDS to observe foundation subgrade for Lot 201. SUMMARY OF OBSERVATIONS: Lot 201: Today, GeoDesign noted that DDS had completed excavation of the footing and crawl space area for Lot 201. The exposed footing subgrade soil generally consisted of a gray-brown silty SAND with gravel that could be probed less than 2 inches using a 1/2 inch diameter soil probe. GeoDesign noted that the east end of the south perimeter foundation (30' L x 10'W x 0.5-1.5' D)could be probed 6-18 inches using a 1/2 inch diameter soil probe. GeoDesign recommended that the loose material be removed from the base of the foundation area and replaced with structural fill material. GeoDesign observed the removal of loose material down to firm and unyielding soil which could be probed less than 1 inch using a 1/2 inch diameter soil probe while on-site today. DDS intended on backfilling the over-excavated area with 2-inch clean crushed rock material compacted into a firm and unyielding mass. GeoDesign will observe the backfill material tomorrow. A summary of our observations can be found in the attached Figure 1. The contractor was notified of our observations prior to our departure from the site today. 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 indude 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 402 I Seattle,WA 98133 I 206.838.9900 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203.0095 p .."� 1°