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" Earth Solutions NWLLC <br />ESNW Rep. <br />Project No. <br />Page <br />Report No. <br />f <br />EMH <br />4938.10 <br />1 of 1 <br />102 <br />15365 NE 901" Street, Suite 100 <br />Time On Site <br />Time Off Site <br />Date <br />Day of Week <br />Redmond, WA 98052 <br />Main (425) 449-4704 i Fax (425) 449-4711 <br />8:30 AM <br />12:45 PM <br />1/3/20 <br />Fri <br />www.esnw.com <br />Travel Time <br />Weather <br />DAILY FIELD REPORT <br />45 Min <br />400s F, Sunny <br />Project Name <br />Job Location <br />Client/Owner <br />Riverview Apartments <br />1616 East Marine View Drive, Everett <br />Heartland Construction LLC <br />General Contractor <br />Contact <br />Field Supervisor <br />Reviewed <br />Heartland Construction <br />Barry <br />LAC <br />L+ f%ly <br />Grading Contractor <br />Contact <br />Project Manager <br />Reviewed <br />Aero Construction <br />Scott Adams <br />RAC <br />Are approved plans/permits on site? Yes Project No. Permit No. --- <br />At the client's request, ESNW Rep was on site to observe remedial excavation stability, collect soil samples and transport <br />them to the OnSite Laboratory for analysis. <br />Soil Sample Collection & Remedial Excavation Stability <br />While on site Rep collected confirmatory soil samples from the east wall of the remedial excavation. After preparing the chain <br />of custody Rep transported the soil samples to the OnSite Laboratory for analysis. Rep observed the remedial excavation was <br />stable in its current configuration and condition. It is recommended that Rep be notified immediately if any changes in the <br />slope conditions are observed. It is the responsibility of the contractor to perform all necessary safety measures in accordance <br />with state and federal regulations. ESNW rep will return daily to observe the condition of the temporarily over -steepened <br />shoring excavation. <br />ESNW Rep will return when requested. <br />Emmett Hartley, G.I.T. <br />ESNW Field Tech <br />(206) 376-4906 <br />LEGEND <br />Approximate Location of <br />Boring Sample, March 2017 <br />Approximate Boundary <br />of Tank Excavation <br />Approximate Extent of <br />// <br />Residual Petroleum <br />Soil Contamination <br />®Approximate <br />Em-t of Drper <br />&eumul Petroleum Plome <br />.iMoxinate Extent of1:ST <br />Contamuunon Plums <br />ROTE: ens Able ma'y tMln—aWof NNW CYintt of <br />nrlw' eIt, nyf�AtlGrer,1 mi5nnry4U5M a" ni—w <br />R t% torn oott a01 t1 P.4 <br />Total Horizontal = 15' <br />Recommended maximum slope profile <br />1:1 for 5'ven <br />0 75:1 for 8'v <br />0.5:1 for even <br />vertical for 4' <br />total vent. 25' <br />