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Home My WebLink About0895.06 DFR 191-194.pdf Earth Solutions NW, LLC LETTER OF TRANSMITTAL 15365 NE 90th Street, Suite 100 Redmond, WA 98052 (425) 449-4704 FAX (425) 449-4711 To: RJ Development Date: July 17, 2020 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane@accrete.build No. of Copies Date Description 1 7/6-7/10/20 Daily Field Report(s) # 191-194 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark@accrete.build 3: Jeff Bennett ATTN: jeffb@accrete.build 4: Jennifer Vogele ATTN: jennifer@accrete.build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN: joew@accrete.build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 191 Time On Site Time Off Site Date Day of Week 4:45 PM 5:00 PM 7/6/20 Monday Travel Time Weather 1.25 Hr. RT 70soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe slab backfill, water line backfill and earthwork activities. Slab Backfill While onsite, rep observed contractor use a medium sized excavator to place material for slab backfill. Rep observed contractor place native gray silty sand with gravel material for the slab. Rep will return tomorrow, July 7, 2020, to observe and test the compaction of the slab backfill. Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8’xL8’xD5’) at the southwest corner of the site. Rep observed that excavation was intended for the water line tie in. Contractor expressed plans to continue water line backfill tomorrow. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 1 of 2 192 Time On Site Time Off Site Date Day of Week 2:45 PM 3:45 PM 7/7/20 Tuesday Travel Time Weather 1.25 Hr. RT 60soF, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test slab backfill, water line backfill and earthwork activities. Slab Backfill While onsite, rep observed contractor use a small sized excavator to place material for slab backfill. Rep observed contractor place native gray silty sand with gravel material for the slab in 6” lifts and compaction with a jumping jack. Rep took compaction tests and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to tie in the water line at the southwest corner of the site. Contractor expressed plans to continue water line backfill tomorrow, July 8, 2020. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 2 of 2 192 Time On Site Time Off Site Date Day of Week 2:45 PM 3:45 PM 7/7/20 Tuesday Travel Time Weather 1.25 Hr. RT 60soF, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Test Number Test Location (Slab Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 190 See map for approximate location SG 1 130.7 10.3 124.2 95 191 See map for approximate location SG 1 130.7 11.1 123.8 95 h 190 191 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 1 of 2 193 Time On Site Time Off Site Date Day of Week 9:15 AM; 10:30 AM 9:45 AM; 1:00 PM 7/9/20 Thursday Travel Time Weather 1.25 Hr. RT 60soF, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Test Number Test Location (Water Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 192 See map for approximate location -4’ 1 130.7 12.1 124.3 95 193 See map for approximate location -2’ 1 130.7 10.3 124.6 95 194 See map for approximate location SG 1 130.7 9.6 124.0 95 195 See map for approximate location -4’ 1 130.7 11.0 123.6 95 196 See map for approximate location -2’ 1 130.7 11.5 123.8 95 197 See map for approximate location SG 1 130.7 11.3 124.2 95 Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test water line backfill and earthwork activities. Water Line Backfill While onsite, rep observed the prior to arrival that contractor had used a medium sized excavator to tie in the water line at the southwest and northwest corner of the site. Rep observed trench lines to be W4’xD7’. Rep observed contractor use a medium sized excavator to place native material in loose 12”-18” lifts and compact with a hoe pack. Rep took compaction tests and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 2 of 2 193 Time On Site Time Off Site Date Day of Week 9:15 AM; 10:30 AM 9:45 AM; 1:00 PM 7/9/20 Thursday Travel Time Weather 1.25 Hr. RT 60soF, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. 192-194 195-196 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 194 Time On Site Time Off Site Date Day of Week 3:00 PM 3:15 PM 7/10/20 Friday Travel Time Weather 1.25 Hr. RT 70soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test water line backfill and earthwork activities. Water Line Backfill While onsite, rep observed the prior to arrival that contractor had used a medium sized excavator to tie in the water line at the southwest corner of the site. Rep observed trench lines to be W4’xD7’. Rep observed contractor and city inspector test the water line onsite. Contractor expressed plans to continue working on water line tie-in and backfill on Monday, July 13, 2020. Rep will return on Monday to observe and test compaction of the water line as needed. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 1/1