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Home My WebLink About0895.06 DFR 308&309.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 22, 2021 ESNW No.: ES- 895.06 Project: Weatherly Inn Attn: Mr. Jeff Bennett Email: jeffb@accrete.build No. of Copies Date Description 1 6/8-6/17/21 Daily Field Report(s) # 308 & 309 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 0895.06 308 Time On Site Time Off Site Date Day of Week 8:45 AM 9:15 AM 6/8/21 Tuesday Travel Time Weather 1.00Hr. RT 60s, OC 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 and test utility trench backfill at the Weatherly Inn development. Utility Trench Backfill: ESNW rep arrived onsite and observed contractor had backfilled approximately 200’ of 2’x2’ trench along the North margin of the site for a 2’’ schedule 40 PVC conduit. ESNW rep observed contractor had added water to material in order to reach optimum moisture. ESNW rep used a ½’’ steel T-probe and observed the backfill 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. Light Pole Basins: ESNW rep observed contractor excavating approximately 5’ basins for light poles. ESNW rep used a ½’’ steel T-probe and to probe the light pole basins and recommended over-excavation and backfill with structural material such as quarry spalls and woven geotextile fabric in the light pole basin adjacent to Catch Basin #7. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Utility trench along North margin of site, approx. location of test #307 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 0895.06 308 Time On Site Time Off Site Date Day of Week 8:45 AM 9:15 AM 6/8/21 Tuesday Travel Time Weather 1.00Hr. RT 60s, OC 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 307 See map SG 3 122.0 9.8 116.3 95 308 See map SG 3 122.0 8.7 117.1 96 309 See map SG 3 122.0 10.1 116.8 96 310 See map SG 3 122.0 9.8 115.9 95 311 See map SG 3 122.0 8.5 118.2 97 312 See map SG 3 122.0 10.2 117.0 96 Fig. 2 Approximate location of compaction tests 307-312 on utility trench backfill Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 2/2 309 307 308 310 311 312 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 0895.06 309 Time On Site Time Off Site Date Day of Week 11:15 AM 12:00 PM 6/17/21 Thursday 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 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. Light Pole Basin: ESNW rep observed contractor had backfilled 4.5’-5’ of concrete light pole bases in locations marked on plans below. ESNW rep observed contractor had used 1 ¼’’ crushed recycled concrete compacted in 12’’ loose lifts with a jumping jack. ESNW rep used a ½’’ steel T-probe and observed the backfill to be dense, firm, and unyielding. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Trench with 12’’ ductile iron water main line Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 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 0895.06 309 Time On Site Time Off Site Date Day of Week 11:15 AM 12:00 PM 6/17/21 Thursday 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. 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 313 See map -1’ SG 9 122.0 10.5 116.5 95 314 See map -1’ SG 9 122.0 11.0 115.9 95 Fig. 2 Approximate location of compaction tests 313 and 314 on trench backfill, and approximate locations of light pole basins 2/2 313 314 Light Pole