6101 ASSOCIATED BLVD BASE FILE 2017-06-05

Earth Solutions NW«C Field Rep. Project No. Page of Report No. Wendy 2232.3 1/2 6 ►' t 1805 136"Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425)449-4711 Bellevue,WA 98005 TOLL FREE: 10:00/2:00 10:45/2:45 4/21/14 Tuesday (425)449-4704 (866)366-8710 DAILY FIELD REPORT Travel Time Weather 1.0 hr Cloudy Project Name Job Location Client/Owner Mountain View Business Center Associated Blvd &Industrial Street, Underwood Gartland Everett, LLC General Contractor General Contractor's Superintendent Received Onsite By Foushee Mark/Jason Grading Contractor Grading Foreman Checked By Archer Steve Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. Reference Maximum Fill Test Dry %of Test Test Location Elevation Compaction Dry Density Moisture Density Maximum Number Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 30 Building Sewer SG 1 126.3 12.2 122.4 97 31 Building Sewer SG 1 126.3 9.8 123.3 97 32 Building Sewer -3' .2-4 121.9 14.0 116.8 96 33 Building Sewer -3' .2 -4 121.9 16.6 116.8 96 Supplementary Report: As requested by client, ESNW was onsite to observe the earthwork activities. The following was observed: Upon arrival of the first visit, contractor was currently excavating for sewer line within the building limits. The contractor installed 330' of sewer line today. Contractor completed the southwest run at a 1.85% slope grade. They bedded the pipe in sand then used the recycled concrete material as fill above the bedding. Contractor placed approximately 2' of recycled concrete material hoe packed the material. Compaction tests indicated adequate compaction of at least 90% or greater at tested locations. The contractor was also replacing the recycled concrete from where it was removed to dig the trench. The contractor used a dozer to spread the material then used a large vibratory drum roller to compact the material. ESNW will return as needed. Wendy Jones COPY TO: CONTINUED ON NEXT PAGE