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Earth Solutions NWLLC Field Rep. Project No. Page of Report No. <br /> Wendy 2232.3 1/3 4 <br /> 1805 136"Place NE, FAX: Time On Site Time Off Site Date Day of Week <br /> Suite 201 (425)449-4711 <br /> Bellevue,WA 98005 TOLL FREE: 8:45/2:30 9:15/3:30 4/17/14 Friday <br /> (425)449-4704 (866)366-8710 <br /> DAILY FIELD REPORT Travel Time Weather <br /> 1.0 hr Sunny <br /> Project Name Job Location Client/Owner <br /> Mountain View Business Center Associated Blvd &Industrial Street, Underwood Gartland Everett, LLC <br /> General Contractor General Contractor's Superintendent Received Onsite By <br /> Foushee Mark/Jason <br /> Grading Contractor Grading Foreman Checked By <br /> Archer Steve <br /> Are approved Plans/Permits onsite 7 YES F7NO Project No. Permit No. <br /> Test Reference t <br /> ximum Fill Test Dry %of <br /> Test Location Elevation Compaction DDensity Moisture Density Maximum <br /> Number Curve ./cu.ft. % lbs./cu.ft. Dry Density <br /> 5 Building Sewer 4 .2 -4 121.9 10.2 114.2 94 <br /> 6 Building Sewer 4 .2-4 121.9 11.3 115.7 95 <br /> 7 Building Sewer -4' .2-4 121.9 9.8 118.5 97 <br /> Supplementary Report: <br /> As requested by client, ESNW was onsite to observe the earthwork activities. The following was observed: <br /> Upon arrival of the first visit, contractor was currently excavating for sewer line within the building limits. The <br /> contractor installed 770' of sewer line today. Contractor completed the southeast run at a 1.9% slope grade. They <br /> also completed the northeast run at a 1.1% slope grade and the northwest run at 1.2% slope grade. They bedded <br /> the pipe in sand then used the recycled concrete material as fill above the bedding. Contractor placed approximately <br /> 2' of recycled concrete material hoe packed the material. Compaction tests indicated adequate compaction of at <br /> least 90% or greater at tested locations. <br /> ESNW will return as needed. <br /> Wendy Jones <br /> COPY TO: CONTINUED ON NEXT PAGE <br />