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FIELD REPORT
<br /> CEO DESIGNS 5 of 5
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<br /> Comments:View of exposed SSMH 6p and CB 14 at the Comments: Removal of CSBC material to expose
<br /> east end of D/W"B". Penetration depths of less than 2 underlying subgrade/sewer backfill material at STA 1+65
<br /> inches down to approximately 1 foot below finished grade
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<br /> Comments:Exposed subgrade/sewer backfill material Comments:View of Lot T 17 foundation subgrade looking
<br /> where density test was taken. Penetration depth less than towards the northeast corner.
<br /> 1 inch
<br /> This report presents opinions formed a sap result of our observation of activities relating to geotechnical engineering or environmental services, We rely ons the
<br /> contractor to comply with the plans and ecifications throughout the duration of the project irrespective of the presence of our representative. Our work does
<br /> not include supervision or direction of the contractor,the contractor's employees or agents. Our firm is not responsible for site safety, This field reportis a
<br /> DRAFT representation of our field observations,testing,and preliminary recommendations.The report can only be considered Final upon review of the
<br /> GeoDesign project manager,as indicated by initials in the"Reviewed By"section.
<br /> 10700 Meridian Avenue North,Suite 210 I Seattle,WA 98133 I 206.838.9900
<br /> 2502 Jefferson Avenue I Tacoma,WA 98402 I 253.203,0095
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