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Home My WebLink About0895.06 DFR 180-184.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: July 1, 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 5/22-6/29/20 Daily Field Report(s) # 180-184 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. JTL 0895.06 180 Time On Site Time Off Site Date Day of Week 10:00 AM 10:45 AM 5/22/20 Friday Travel Time Weather 1.00Hr. RT 60s, 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 SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing backfill and slope stability. Footing Excavation Rep observed contractor backfill with 3’ of crushed rock and native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed footing. Rep observed 1’ lifts of native material compacted with a hoe pack and 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. 8’x8’x12’ footing backfilled with 3’ of crushed rock and native material 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 0895.06 180 Time On Site Time Off Site Date Day of Week 10:00 AM 10:45 AM 5/22/20 Friday Travel Time Weather 1.00Hr. RT 60s, 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 SSR Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (See Map) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density Footing Backfill Testing 186 See Map -6’ SG 5 133.1 10.11 127.2 95 187 See Map -6’ SG 5 133.1 9.85 126.1 95 188 See Map -4’ SG 5 133.1 8.96 129.8 97 189 See Map -4’ SG 5 133.1 11.30 126.8 95 190 See Map -2’SG 5 133.1 9.74 128.3 96 191 See Map -2’SG 5 133.1 10.34 127.6 95 192 See Map SG 5 133.1 10.26 128.6 96 Fig. 2 Approximate location of compaction tests 186-192 on footing backfill Tests 186-192 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 0895.06 181 Time On Site Time Off Site Date Day of Week 11:30 AM 12:30 PM 5/26/20 Tuesday Travel Time Weather 1.00Hr. RT 50s, 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 SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe stormwater line subgrade and slope stability. Stormwater Excavation: ESNW rep observed contractor excavating the stormwater trench to a depth of 3’ for a length of approximately 50’ of 12’’ stormwater line in the center of the property. Rep used a ½’’ steel T-Probe to observe soil conditions at the base of the trench. Soil conditions were observed to be very dense, firm, unyielding, and suitable for support of the stormwater line. The contractor relayed that the trench will be backfilled with approximately 18’’ of pea gravel and then 1’ lifts of import/ native material compacted with a hoe pack and jumping jack to grade. 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. Stormwater line excavation 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 0895.06 182 Time On Site Time Off Site Date Day of Week 12:45 PM 1:30 PM 5/27/20 Wednesday 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. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe stormwater line subgrade and slope stability. Stormwater Excavation: ESNW rep observed contractor continuing to excavate the stormwater trench to a depth of 3’ for a length of approximately 50’ of 12’’ stormwater line in the center of the property. Rep used a ½’’ steel T- Probe to observe soil conditions at the base of the trench. Soil conditions were observed to be very dense, firm, unyielding, and suitable for support of the stormwater line. The contractor relayed that the trench will be backfilled with approximately 18’’ of pea gravel and then 1’ lifts of import/ native material compacted with a hoe pack and jumping jack to grade. 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. Stormwater line excavation 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 0895.06 183 Time On Site Time Off Site Date Day of Week 1:00 PM 2:00 PM 5/28/20 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. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe sewer subgrade and slope stability. Sewer Excavation: ESNW rep observed contractor continuing to excavate the sewer trench to a depth of 3’ for a length of approximately 100’ of 8’’ sewer line on the east side of the property. Rep used a ½’’ steel T-Probe to observe soil conditions at the base of the trench. Soil conditions were observed to be very dense, firm, unyielding, and suitable for support of the sewer line. The contractor relayed that the trench will be backfilled with approximately 18’’ of pea gravel and then 1’ lifts of import/ native material compacted with a hoe pack and jumping jack to grade. 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 1/1 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 0895.06 184 Time On Site Time Off Site Date Day of Week 1:00 PM 2:15 PM 5/29/20 Friday Travel Time Weather 1.00Hr. RT 60s, 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 SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing backfill and slope stability. Footing Backfill: Soil conditions along the cast-in-place wall along the North margin of the building were too wet to attain adequate compaction. The fill should be re-evaluated and tested at a later date after the moisture conditions have improved. 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 1/1