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Report (3) MIDESIGN'z T FIELD REPORT 48T.2of°, -.00i€ 7 Page 1 of 2 f........._.._._.._....__._.._...................- 1.3g ..... .....................� , ..... , ef_. GDI Project: I Polygon-129-03 Prepared By: Nicholas Petersen Project Name: I River Terrace East Date: 06/30/20 Location: SW Scholls Ferry& Roy Rogers, Bvrtn. Report#: 312 Arrival: 1000 Departure: 1030 4. Weather: I Mostly Cloudy, SOs Permit#: I TBD Site Visit Requested By: Rob Howser(TM) Met With (on site): I Rob Howser w/TM and Curtis Heintz crew Purpose: Observe Lot 229 d 230 ubgrade Outstanding Issues: FR 311 Soft spot for Lot 228 subgrade (4/22/20) Upon arrival, I was informed by Rob (TM) that crew had prepared subgrade for footing grade within lot 229 and 230 (see photos)and is marked in attached site plans. I observed 230 and section of lot 229 Subgrade covered with a thin layer of crushed rock with mixed in AC and concrete pieces. I observed CH crew excavate section of lot 229 to footing base grade via Link-Belt 130a excavator. The subgrade generally consisted of light brown silt or clay. I used a Y2" diameter steel foundation probe, to evaluate the consistency of the subgrade. Resistance to penetration indicated stiff to very stiff conditions. Based on our observations and probing, it is our opinion lot 229 and 230 subgrade observed today and which is referred to in attached site plans, has been prepared in general accordance with project requirements and our geotechnical recommendations. Distribution: Attachments: Site Plan (1); Photo (2) Reviewed by: 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. ' Signature: 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com C DESIGN FIELD REPORT Page 2 of 2 Photo (1) E o i ''yin Ei y(I\fix *' Eli. Image of lot 230 (facing North East) Photo (2) n k b vt, • • ft� E Image of lot 229 (facing East). Section of excavation on south side. 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com