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Home My WebLink About0895.06 DFR 180-182.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: June 26, 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 6/9-6/11/20 Daily Field Report(s) # 180-182 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 Time On Site Time Off Site Date Day of Week 12:45 PM 2:45 PM 6/9/20 Tuesday Travel Time Weather 1.25 Hr. RT 60soF, Rain 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 water line bypass excavation & backfill. Water Line Bypass Excavation and Backfill While onsite, rep observed contractor use a large vac truck to excavate the previously backfilled water line bypass located at the southeast corner of the site. Rep observed the vac truck excavating material located south of th e top tier of rockery. Contractor was observed excavating -16.5’ approximately. Contractor expressed plans to continue excavation of the pipe backfill to -18’. Rep will return tomorrow, to observe or test the backfill of the water line bypass as needed. 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 Time On Site Time Off Site Date Day of Week 11:30 AM 2:00 PM 6/10/20 Wed 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 water line bypass excavation & backfill. Water Line Bypass Excavation and Backfill While onsite, rep observed contractor use a large vac truck to excavate the previously backfilled water line bypass located at the southeast corner of the site. Rep observed the vac truck excavating material located south of the top tier of rockery. Contractor was observed excavating -18’ approximately. Contractor expressed plans to continue excavation of the pipe backfill to 18.5’-19’. Rep observed contractor using boards and shoring pumps to install temporary shoring. Rep will return tomorrow, to observe or test the b ackfill of the water line bypass as needed. 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 Time On Site Time Off Site Date Day of Week 11:00 AM 2:30 PM 6/11/20 Thursday Travel Time Weather 1.25 Hr. RT 40soF, 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 the water line bypass and excavation backfill Water Line Bypass Excavation and Backfill While onsite, rep observed contractor that contractor had reinstalled the water line bypass located at the southeast corner of the site. Rep observed contractor using boards and shoring pumps to install temporary shoring. Rep observed contractor remove temporary shoring, place a 3’ fill of pea gravel at -10’ due to the space constraints of the area. Rep observed that area around the excavation was at the third tier of the rockery wall. Rep observed contractor then place 12”-18” lifts of uncompacted native material 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 1/2 182 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 Time On Site Time Off Site Date Day of Week 11:00 AM 2:30 PM 6/11/20 Thursday Travel Time Weather 1.25 Hr. RT 40soF, 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. Test Number Test Location (Water Bypass Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density See map for approximate location -8’1 130.7 12.0 124.6 95 See map for approximate location -6’1 130.7 11.3 123.7 95 See map for approximate location -4’1 130.7 10.8 124.0 95 See map for approximate location -2’1 130.7 11.2 123.8 95 2/2 186 187 188 189 186-189