2920 47TH ST SE 2022-05-23 - Laserfiche WebLink

f. u AN COMPANY FIELD REP BT DESIGNK 1 of3 Project Name: Everett River Front- Simpson Report: 179 __.._........_......._..._......_._......................._.........._._:....�.._.___..._...__............._.........._..........._....__......_....................._...................._..................._...._..........._.__..._........................_.................................. _ . _ ....._................._......._............................_.........._.......... GeoDesign #: Polygon-127-03 Date: 1/16/2020 Reports with Unresolved Nonconformance Issues: Permit: PW1505-005 Randy Allen (City of Everett) Michelle Dittman (Polygon) Weather: Sunny, 30's Ron Bowen (Polygon) Amy Pickett (Superior Concrete) _ Arri�parture: 1230/1330 Distribution: -- Kyler Meek (Polygon) ...................................................................................................... ................................................................................................................................. ,... ................................ .......... .................................................... ...... ......................................................................................... . Stephen Farnan (Polygon) ( Prepared B Aubrey Hodgins Yg p Y........................................._ ......................._.... m Site Plan(s) ❑ Density Test Summary 1 Signature: ��J Attachments: i- - ` - ��`_ .._.._.t J.".� ..._.._._._._.............. ❑ Installation Records ❑ Other Reviewed By: 2 z T.. 1. PURPOSE of VISIT: GeoDesign representative, Aubrey Hodgins, was on -site part time at the request of Craig with DDS to observe foundation subgrade for Lot 361. SUMMARY OF OBSERVATIONS: Lot 361: Today, GeoDesign noted that DDS had completed excavation of the foundation and crawl space area for Lot 361. We noted that the exposed foundation subgrade generally consisted of a gray silty SAND with gravel that could be probed less than 2 inches using a 1/2 inch diameter soil probe. No over -excavation was necessary for Lot 361. Relative compaction of the exposed foundation subgrade was tested using a Troxler Moisture -Density gauge; in -place density tests indicated that the exposed material had been compacted to greater than 95% of its maximum dry density as determined by a Modified Proctor analysis. It is our opinion that the exposed foundation subgrade for Lot 361 observed today is currently suitable for support of the intended structure. 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. 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 ofthe GeoDesign project manager, as indicated by initials in the "Reviewed By'section. 10700 Meridian Avenue North, Suite 402 1 Seattle, WA 98133 1 206.838.9900 2502 Jefferson Avenue I Tacoma, WA 98402 1 253.203.0095