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Home My WebLink About0895.06 DFR 211-214.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: August 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 7/27-7/31/20 Daily Field Report(s) # 211-214 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 7: Roxanne Caballero ATTN: roxanne@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. JTL 0895.06 211 Time On Site Time Off Site Date Day of Week 11:30 AM 1:00 PM 7/27/20 Monday Travel Time Weather 1.00Hr. RT 60s, Sun 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 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 roof drain backfill and slope stability. Roof Drain Trench ESNW rep observed contractor using a medium sized excavator to excavate a 2’ deep 250’ long trench along the eastern margin to the building. ESNW rep observed contractor placing an 8’’ drain pipe in the trench. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed roof drains. Rep observed contractor backfill with 18’’ of pea gravel then native material to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren 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 0895.06 211 Time On Site Time Off Site Date Day of Week 11:30 AM 1:00 PM 7/27/20 Monday Travel Time Weather 1.00Hr. RT 60s, Sun 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 SSR Are approved plans/permits on site? Project No. Permit No. Test Number Test Location (Roof drain Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 221 See map SG 6 133.0 6.78 126.2 95 222 See map SG 6 133.0 7.21 128.8 97 223 See map SG 6 133.0 7.16 126.9 95 224 See map SG 6 133.0 7.44 127.6 96 Fig. 1 Approximate location of compaction tests 221-224 on water main backfill 221-224 2/2 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 0895.06 212 Time On Site Time Off Site Date Day of Week 11:00 AM 12:45 PM 7/29/20 Wednesday Travel Time Weather 1.00Hr. RT 70s, Sun 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 SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe roof drain trench excavation and cut slopes. Roof Drain Trench ESNW rep observed contractor using a medium sized excavator to excavate 100’ of a 2’ deep roof drain trench along the Eastern perimeter of the upper building. ESNW rep observed contractor placing an 8’’ drain pipe. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed roof drains. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Jackson Lundgren 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 0895.06 213 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 7/30/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Sun 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 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 water main backfill and slope stability. Water Main Backfill ESNW Rep observed contractor excavating to 5’ for water main connection. Rep observed contractor backfill with crushed recycled concrete 1 ¼’’ minus material . While onsite, rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed water main connection. Rep observed 1’ lifts of crushed recycled concrete 1 ¼’’ minus material compacted with a jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Fig 1. Water main tie in backfilled with 1 ¼’’ minus crushed concrete Jackson Lundgren 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 0895.06 213 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 7/30/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Sun 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 SSR 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 225 See map -3’ SG 7 120.2 13.86 117.8 98 226 See map -2’ SG 7 120.2 13.40 118.9 99 227 See map -1’ SG 7 120.2 14.10 117.6 98 228 See map SG 7 120.2 13.68 118.2 98 Fig. 2 Approximate location of compaction tests 225-228 on water main backfill 225-228 2/2 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 0895.06 214 Time On Site Time Off Site Date Day of Week 11:00 AM 12:00 PM 7/31/20 Friday Travel Time Weather 1.00Hr. RT 70s, Sun 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 SSR Are approved plans/permits on site? Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe water main connection and cut slopes. Water Main Backfill ESNW Rep observed contractor working on water main connection to the site in Talbot road. Contractor relayed that after pressure testing is completed the trench will be backfilled with 1 ¼’’ minus recycled crushed concrete material. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed water main connection. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Jackson Lundgren Field Technician 206-468-0991 1/1