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Home My WebLink About0895.06 DFR 292-298.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: March 26, 2021 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Jeff Bennett Email: jeffb@accrete.build No. of Copies Date Description 1 3/17 – 3/25/21 Daily Field Report(s) # 292-298 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: ATTN: 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 0895.06 292 Time On Site Time Off Site Date Day of Week 12:45 PM 1:45 PM 3/17/21 Wednesday Travel Time Weather 1.00Hr. RT 50s, Sun 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 utility trench excavation and subgrade conditions. While onsite, the following was observed: Utility Trench: ESNW rep arrived onsite and observed contractor had excavated approximately 50’ of a 4’x4’ trench in native brown silty sand with gravel material. ESNW rep used a ½’’ steel T-probe and found the subgrade to be dense, firm, unyielding, and suitable for support of the proposed 4’’ PVC electrical conduit. ESNW rep observed contractor had placed approximately 10’’ of import sand. Contractor relayed conduit would be bedded in approximately 12’’ of import sand and trench would be backfilled with native material. ESNW rep will return to observe earthwork activities when requested by client Fig. 1: Power crossing trench along West margin of the Weatherly Inn development. Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 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. JTL 0895.06 293 Time On Site Time Off Site Date Day of Week 2:15 PM 2:45 PM 3/18/21 Thursday Travel Time Weather 1.00Hr. RT 40s, 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 utility trench excavation and subgrade conditions. While onsite, the following was observed: Utility Trench: ESNW rep arrived onsite and observed contractor had excavated approximately 150’ of a 4’x4’ trench in native brown silty sand with gravel material, including an approximately 4’x15’x50’ section for an electrical utility vault. ESNW rep used a ½’’ steel T-probe and found the subgrade to be dense, firm, unyielding, and suitable for support of the proposed 4’’ PVC electrical conduit as well as the electrical vault. ESNW rep observed contractor had placed approximately 10’’ of import sand in the trench. Contractor relayed conduit would be bedded in approximately 12’’ of import sand and trench would be backfilled with native material. ESNW rep will return to observe earthwork activities when requested by client Fig. 1: Electrical vault with 4’’ PVC conduit visible on West margin of the Weatherly Inn Development Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 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. JTL 0895.06 294 Time On Site Time Off Site Date Day of Week 1:15 PM 1:45 PM 3/19/21 Friday Travel Time Weather 1.00Hr. RT 40s, 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 utility trench backfill and subgrade conditions. While onsite, the following was observed: Utility Trench: ESNW rep arrived onsite and observed contractor had backfilled approximately 10’ of the 4’ utility trench along the West margin of the Weatherly Inn development with native material compacted with a vibratory hoe-pack. ESNW rep used a ½’’ steel T-probe and found the backfilled native material was not suitably dense. ESNW rep observed that moisture levels were too high above optimum moisture content (approximately 25%) to achieve adequate compaction and recommended that contractor excavate the 10’ backfilled section and use imported 1 ¼’’ minus crushed recycled concrete material for utility trench backfill. ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 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. JTL 0895.06 295 Time On Site Time Off Site Date Day of Week 1:45 PM 2:15 PM 3/22/21 Monday Travel Time Weather 1.00Hr. RT 40s, 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 utility trench excavation and subgrade conditions. While onsite, the following was observed: Utility Trench: ESNW rep arrived onsite and observed contractor had excavated approximately 150’ of a 4’x4’ trench in native brown silty sand with gravel material, including an approximately 4’x15’x30’ section for an electrical utility vault. ESNW rep used a ½’’ steel T-probe and found the subgrade to be dense, firm, unyielding, and suitable for support of the proposed 4’’ PVC electrical conduit as well as the electrical vault. ESNW rep observed contractor had placed approximately 10’’ of import sand in the trench. Contractor relayed conduit would be bedded in approximately 12’’ of import sand and trench would be backfilled with imported 1 ¼’’ minus recycled crushed concrete material. ESNW rep observed contractor was pumping stormwater from trench into temporary stormwater pond. ESNW rep will return to observe earthwork activities when requested by client Fig. 1: Utility trench along West margin of the Weatherly Inn Development Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 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. JTL 0895.06 296 Time On Site Time Off Site Date Day of Week 11:45 AM 12:15 PM 3/23/21 Tuesday Travel Time Weather 1.00Hr. RT 40s, 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 utility trench excavation and subgrade conditions. While onsite, the following was observed: Utility Trench: ESNW rep arrived onsite and observed contractor placing 4’’ Schedule 80 PVC electrical conduit in approximately 200’ of a 4’x4’ trench in native brown silty sand with gravel material, including an approximately 4’x15’x30’ section for an electrical utility vault. ESNW rep used a ½’’ steel T-probe and found the subgrade to be dense, firm, unyielding, and suitable for support of the proposed 4’’ PVC electrical conduit as well as the electrical vault. ESNW rep observed contractor had placed approximately 10’’ of import sand in the trench. Contractor relayed conduit would be bedded in approximately 12’’ of import sand and trench would be backfilled with imported 1 ¼’’ minus recycled crushed concrete material. ESNW rep will return to observe earthwork activities when requested by client Fig. 1: Utility trench along West margin of the Weatherly Inn Development with 4’’ PVC conduit Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 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. JTL 0895.06 297 Time On Site Time Off Site Date Day of Week 3:00 PM 3:30 PM 3/24/21 Wednesday Travel Time Weather 1.00Hr. RT 40s, 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: EDSNW rep arrived onsite and observed contractor had backfilled utility trench with 1 1/4’’ minus recycled crushed concrete compacted in 12’’ lifts to grade with a hoe pack. ESNW rep used a ½’’ steel T-probe and found 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. 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 0895.06 297 Time On Site Time Off Site Date Day of Week 3:00 PM 3:30 PM 3/24/21 Wednesday Travel Time Weather 1.00Hr. RT 40s, 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 (Utility trench backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 282 See map -1’ SG 9 127.7 8.9 124.5 97 283 See map -1’ SG 9 127.7 9.2 122.1 96 284 See map SG 9 127.7 12.5 123.2 96 285 See map SG 9 127.7 13.2 122.8 96 Fig. 2 Approximate location of compaction tests 282-285 on utility trench backfill. 2/2 282 283 284 285 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 0895.06 298 Time On Site Time Off Site Date Day of Week 11:45 AM 12:30 PM 3/25/21 Thursday Travel Time Weather 1.00Hr. RT 40s, 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 utility trench excavation and subgrade conditions. While onsite, the following was observed: Utility Trench: ESNW rep arrived onsite and observed contractor placing 4’’ Schedule 80 PVC electrical conduit in approximately 150’ of a 4’x4’ trench in native brown silty sand with gravel material, including an approximately 4’x15’x20’ section for an electrical utility vault. ESNW rep used a ½’’ steel T-probe and found the subgrade to be dense, firm, unyielding, and suitable for support of the proposed 4’’ PVC electrical conduit as well as the electrical vault. ESNW rep observed contractor had placed approximately 10’’ of import sand in the trench. Contractor relayed conduit would be bedded in approximately 12’’ of import sand and trench would be backfilled with imported 1 ¼’’ minus recycled crushed concrete material. ESNW rep will return to observe earthwork activities when requested by client Fig. 1: Utility trench in site access roadway of the Weatherly Inn Development for 4’’ PVC conduit Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 1/1