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Earth Solutions NW«C <br />ESNW Rep. <br />Project No. <br />Page <br />Report No. <br />EMH <br />4938.10 <br />1 of 1 <br />100 <br />15365 NE 90'" Street, Suite 100 <br />� <br />Time On Site <br />Time Off Site <br />Date <br />Day of Week <br />Redmond, WA 98052 <br />to <br />Main (425) 449-4704 i Fax (425) 449-4711 <br />8:45 AM <br />9:15 AM <br />12/31 /19 <br />Tue <br />www.esnw.com <br />DAILY FIELD REPORT <br />Travel Time <br />Weather <br />45 Min <br />400s F, Rain <br />Project Name <br />Job Location <br />Client/Owner <br />Riverview Apartments <br />1616 East Marine View Drive, Everett <br />Heartland Construction <br />LLC <br />General Contractor <br />Contact <br />Field Supervisor <br />Reviewed <br />Heartland Construction <br />Barry <br />LAC <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. <br />Remedial Excavation Stability <br />While on site Rep observed the remedial excavation was stable in its current configuration and condition- It is recommended <br />that Rep be notified immediately if any changes in the slope conditions are observed. It is the responsibility of the contractor <br />to perform all necessary safety measures in accordance with state and federal regulations. ESNW rep will return daily to <br />observe the condition of the temporarily over -steepened shoring excavation. <br />ESNW Rep will return when requested. <br />Emmett Hartley, G.I.T. <br />ESNW Field Tech <br />(206) 376-4906 <br />s <br />LEGEND <br />Approximate Location of <br />w <br />Boring Sample, March 2017 <br />'�'Ce+lte•r Tum-Lane <br />Approximate Boundary <br />u Divider <br />of Tank Excavation <br />—. sa <br />Approximate Extent of <br />Residual Petroleum <br />Soil Contamination <br />® <br />Approximate Extent of Deeper <br />R�ridual Petroleum Plane <br />M ..imate Extent of CST <br />j 1 K <br />Coalamination Plume <br />NOTE TTs Nle m4 COno.n a'Ns W COW. eSNN=w be <br />.swsGe W "'r s-+ WJs V, misnxrpeo]on of R4 no=ixxl <br />rf N Vq rm Uo:A s Awf po0u[tiDns Of rs pm <br />Total Horizontal = 15' <br />Recommended maximum slope profile <br />1:1 far 5'vert. <br />0 75:1 for 8'vert <br />0.5:1 for 8'vert <br />vertical for 4' <br />toter vert=25' <br />