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Home My WebLink About0895.06 DFR 175-179.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 Date: June 2, 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 5/14-5/21/20 Daily Field Report(s) # 175-179 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 0895.06 175 Time On Site Time Off Site Date Day of Week 12:30 PM 1:30 PM 5/14/20 Thursday 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 footing subgrade. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Water Main Tie-In Rep observed City of Renton officials and Rino Construction representatives excavating the area around the water main to tie-in site utilities. Water main to be backfilled with 5/8’’ minus crushed rock and covered with a steel plate until backfill. ESNW rep will return to observe earthwork activities when requested by client Fig. 1 Footing trenches for cast-in-place walls 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 0895.06 176 Time On Site Time Off Site Date Day of Week 12:30 PM 1:30 PM 5/18/20 Monday 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. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Rep observed footings had been poured in part of the footing trenches. Temporary Stormwater Pond Rep observed temporary stormwater pond immediately South of the site entrance had been filled in with native material from the main stockpile for export in order to clear space for footing excavation along the East margin of the site. Contractor relayed that Temporary stormwater pond will be excavated and filled in with 1’ lifts of compacted native material at a later date after the bulk of the stockpiled material has been exported. ESNW rep will return to observe earthwork activities when requested by client Fig. 1 Footing trenches for cast-in-place walls with concrete poured 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 0895.06 177 Time On Site Time Off Site Date Day of Week 11:45 AM 12:15 PM 5/19/20 Tuesday 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. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe slope stability and test stormwater pH 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 Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. The baker tank was not filled and did not require sewer discharge. Rep observed that pH level was contained onsite. 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 0895.06 178 Time On Site Time Off Site Date Day of Week 12:00 PM 12:30 PM 5/20/20 Wednesday 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. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade and slope stability. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Rep observed footings had been poured in part of the footing trenches. 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 0895.06 179 Time On Site Time Off Site Date Day of Week 1:00 PM 1:30 PM 5/21/20 Thursday 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. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade and slope stability. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Rep observed footings had been poured in part of the footing trenches. Contractor relayed that backfill of the 8’x8’x12’ footing with 3’ of crushed rock and native material to occur 5/22/20. 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