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Home My WebLink About0895.06 DFR 310&311.pdfEarth 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 401 Central Street SE Olympia, WA 98501 Date: June 28, 2021 ESNW No.: ES- 895.06 Project: Weatherly Inn Attn: Mr. Jeff Bennett Email: jeffb@accrete.build No. of Copies Date Description 1 6/18 – 6/21/21 Daily Field Report(s) # 310 & 311 Comments: CC: 1: Mark Richardson ATTN: mark@accrete.build 2: Jennifer Vogele ATTN: jennifer@accrete.build 3: Jonathan Chavez ATTN: jchavez@rentonwa.gov 4: Joe W ATTN: joew@accrete.build 5: Brittany Perry ATTN: brittany@accrete.build 6: ATTN: 7: ATTN: 8: ATTN: 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. JTL 0895.06 310 Time On Site Time Off Site Date Day of Week 12:30 PM 1:00 PM 6/18/21 Friday Travel Time Weather 1.00Hr. RT 60s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Johannsen Brad LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe stormwater trench backfill at the Weatherly Inn development. Stormwater Trench Backfill: ESNW rep arrived onsite and observed contractor had backfilled approximately 15’ of 4’ deep trench around a 12’’ductile iron pipe running East from the site entrance with 5/8’’ minus crushed rock compacted in 12’’ lifts to grade with a jumping jack. ESNW rep observed contractor adding water to material in order to reach optimum moisture. ESNW rep used a ½’’ steel T-probe and observed the stormwater trench backfill and subgrade subgrade to be suitably dense, firm, and unyielding and suitable for support of the proposed 12’’ ductile steel stormwater line. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Trench with trench box and 5/8’’ minus crushed rock backfill 1/2 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. JTL 0895.06 310 Time On Site Time Off Site Date Day of Week 12:30 PM 1:00 PM 6/18/21 Friday Travel Time Weather 1.00Hr. RT 60s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Johannsen Brad LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Fig. 2: Approximate location of 12’’ ductile steel stormwater line in 4’ trench Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 2/2 Stormwater line 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. JTL 0895.06 311 Time On Site Time Off Site Date Day of Week 2:45 PM 3:15 PM 6/21/21 Monday Travel Time Weather 1.00Hr. RT 70F, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Johannsen Brad LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe light pole basin backfill and test stormwater line backfill at the Weatherly Inn development. Stormwater Trench Backfill: ESNW rep arrived onsite and observed contractor had backfilled approximately 50’ of 4’ deep trench around a 12’’ductile iron pipe running East from the site entrance with 5/8’’ minus crushed rock compacted in 12’’ lifts to grade with a jumping jack. ESNW rep observed contractor adding water to material in order to reach optimum moisture. ESNW rep used a ½’’ steel T-probe and observed the subgrade to be suitably dense, firm, and unyielding. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in tested locations. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Trench with 12’’ ductile iron stormwater line, backfilled with 5/8’’ minus crushed rock Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 1/2 Type text here 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. JTL 0895.06 311 Time On Site Time Off Site Date Day of Week 2:45 PM 3:15 PM 6/21/21 Monday Travel Time Weather 1.00Hr. RT 70F, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Johannsen Brad LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Project No. Permit No. Test Number Test Location (Stormwater trench backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 315 See map SG 11 134.2 9.8 128.8 96 316 See map SG 11 134.2 10.2 129.7 97 Fig. 2 Approximate location of compaction tests 315 and 316 on stormwater trench backfill. 2/2 316 315