The URL can be used to link to this page

Home My WebLink About0895.06 DFR 191-198&200-204.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: August 6, 2020 ESNW No.: ES- 895.06 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane@accrete.build No. of Copies Date Description 1 6/15-7/13/20 Daily Field Report(s) # 191-198 & 200-204 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 0895.06 191 Time On Site Time Off Site Date Day of Week 11:30 AM 12:00 PM 6/15/20 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. 1/1 Supplementary Report: At the client’s request, ESNW rep was onsite to observe cast in place wall footing backfill and slope stability. Footing Excavation ESNW Rep observed contractor placing form boards for cast in place walls footings. 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 wall. 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 Cast in place wall footing form boards. Jackson Lundgren Field Technician 206-468-0991 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 0895.06 192 Time On Site Time Off Site Date Day of Week 11:30 AM 12:30 PM 6/16/20 Tuesday 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. 1/1 Supplementary Report: At the client’s request, ESNW rep was onsite to observe cast in place wall footing backfill and slope stability. Footing Excavation ESNW Rep observed contractor placing crushed rock basecourse in 3’ deep trenches for cast in place wall footings. 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 wall. 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 Crushed rock basecourse in cast in place wall footing trench Jackson Lundgren Field Technician 206-468-0991 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 0895.06 193 Time On Site Time Off Site Date Day of Week 11:45 AM 12:45 PM 6/17/20 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. 1/1 Supplementary Report: At the client’s request, ESNW rep was onsite to observe cast in place wall footing backfill and slope stability. Footing Excavation ESNW Rep observed contractor placing form boards for cast in place walls footings. 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 wall. 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 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 0895.06 194 Time On Site Time Off Site Date Day of Week 9:30 AM 1:30 PM 6/18/20 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 observe slope stability. Water Main Backfill ESNW Rep observed contractor excavating to 9’ 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 native 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 0895.06 194 Time On Site Time Off Site Date Day of Week 9:30 AM 1:30 PM 6/18/20 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 192 See map -8’ SG 7 120.2 15.28 116.5 97 193 See map -6’ SG 7 120.2 16.84 117.8 98 194 See map -4’ SG 7 120.2 16.14 115.9 96 195 See map -2’SG 7 120.2 15.26 116.2 96 196 See map -1’ SG 7 120.2 14.22 114.8 95 197 See map SG 7 120.2 13.98 117.1 97 Fig. 2 Approximate location of compaction tests 192-197 on water main backfill 192-197 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 0895.06 195 Time On Site Time Off Site Date Day of Week 11:30 AM 12:15 PM 6/22/20 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. 1/1 Supplementary Report: At the client’s request, ESNW rep was onsite to observe cast in place wall footing backfill and slope stability. Footing Excavation ESNW Rep observed contractor placing form boards for cast in place walls footings. 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 wall. 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 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 0895.06 196 Time On Site Time Off Site Date Day of Week 11:15 AM 12:15 PM 6/23/20 Tuesday 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. 1/1 Supplementary Report: At the client’s request, ESNW rep was onsite to observe cast in place wall footing excavation and slope stability. Footing Excavation ESNW Rep observed contractor placing form boards for cast in place walls footings. 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 wall. Water Main Tie-In ESNW Rep observed contractor excavating a trench for a shallow water main connection. Rep observed subgrade to be very dense, firm, unyielding, and suitable for support of the proposed water main junction. 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 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 0895.06 197 Time On Site Time Off Site Date Day of Week 1:15 PM 2:00 PM 6/25/20 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. 1/1 Supplementary Report: At the client’s request, ESNW rep was onsite to observe cast in place wall footing excavation and slope stability. Footing Excavation ESNW Rep observed contractor placing form boards for cast in place walls footings. 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 wall. 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 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 0895.06 198 Time On Site Time Off Site Date Day of Week 2: 0 PM 3:30 PM 6/29/20 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 footing backfill and observe slope stability. Footing Backfill ESNW Rep observed contractor backfill trenches for cast in place walls footings. Rep observed contractor backfill with 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 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 Time On Site Time Off Site Date Day of Week 2: 0 PM 3:30 PM 6/29/20 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 (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 202 See map -1’ SG 5 133.1 11.15 128.1 96 203 See map -1’ SG 5 133.1 10.56 126.2 95 204 See map -1’ SG 5 133.1 11.11 128.6 96 205 See map SG 5 133.1 9.59 127.7 95 Fig. 1 Approximate location of compaction tests 202-205 on footing backfill 202-205 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. AK 0895.06 200 Time On Site Time Off Site Date Day of Week 4:45 PM 5:00 PM 7/6/20 Monday Travel Time Weather 1.25 Hr. RT 70soF, Clear 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 Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe slab backfill, water line backfill and earthwork activities. Slab Backfill While onsite, rep observed contractor use a medium sized excavator to place material for slab backfill. Rep observed contractor place native gray silty sand with gravel material for the slab. Rep will return tomorrow, July 7, 2020, to observe and test the compaction of the slab backfill. Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8’xL8’xD5’) at the southwest corner of the site. Rep observed that excavation was intended for the water line tie in. Contractor expressed plans to continue water line backfill tomorrow. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 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. AK 0895.06 201 Time On Site Time Off Site Date Day of Week 2:45 PM 3:45 PM 7/7/20 Tuesday Travel Time Weather 1.25 Hr. RT 60soF, 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 Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe slab backfill, water line backfill and earthwork activities. Slab Backfill While onsite, rep observed contractor use a small sized excavator to place material for slab backfill. Rep observed contractor place native gray silty sand with gravel material for the slab in 6” lifts and compaction with a jumping jack. Rep took compaction tests and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to tie in the water line at the southwest corner of the site. Contractor expressed plans to continue water line backfill tomorrow, July 8, 2020. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 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. AK 0895.06 21 Time On Site Time Off Site Date Day of Week 2:45 PM 3:45 PM 7/7/20 Tuesday Travel Time Weather 1.25 Hr. RT 60soF, 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 Ray Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Slab Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 210 See map for approximate location SG 1 130.7 10.3 124.2 95 211 See map for approximate location SG 1 130.7 11.1 123.8 95 210 2/2 211 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. AK 0895.06 202 Time On Site Time Off Site Date Day of Week 9:15 AM; 10:30 AM 9:45 AM; 1:00 PM 7/9/20 Thursday Travel Time Weather 1.25 Hr. RT 60soF, 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 Ray Are approved plans/permits on site?Project No.Permit No. /2 Supplementary Report: At the client’s request, ESNW rep was onsite to observe and test water line backfill and earthwork activities. Water Line Backfill While onsite, rep observed the prior to arrival that contractor had used a medium sized excavator to tie in the water line at the southwest and northwest corner of the site. Rep observed trench lines to be W4’xD7’. Rep observed contractor use a medium sized excavator to place native material in loose 12”-18” lifts and compact with a hoe pack. Rep took compaction tests and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 ϭͬϮ 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. AK 0895.06 202 Time On Site Time Off Site Date Day of Week 9:15 AM; 10:30 AM 9:45 AM; 1:00 PM 7/9/20 Thursday Travel Time Weather 1.25 Hr. RT 60soF, 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 Ray Are approved plans/permits on site?Project No.Permit No. 2/2 Test Number Test Location (Water Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 212 See map for approximate location -4’1 130.7 12.1 124.3 95 213 See map for approximate location -2’1 130.7 10.3 124.6 95 214 See map for approximate location SG 1 130.7 9.6 124.0 95 215 See map for approximate location -4’1 130.7 11.0 123.6 95 216 See map for approximate location -2’1 130.7 11.5 123.8 95 217 See map for approximate location SG 1 130.7 11.3 124.2 95 212-214 214-217 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. AK 0895.06 203 Time On Site Time Off Site Date Day of Week 3:00 PM 3:15 PM 7/10/20 Friday Travel Time Weather 1.25 Hr. RT 70soF, Clear 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 Ray 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 line backfill and earthwork activities. Water Line Backfill While onsite, rep observed the prior to arrival that contractor had used a medium sized excavator to tie in the water line at the southwest corner of the site. Rep observed trench lines to be W4’xD7’. Rep observed contractor and city inspector test the water line onsite. Contractor expressed plans to continue working on water line tie-in and backfill on Monday, July 13, 2020. Rep will return on Monday to observe and test compaction of the water line as needed. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 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. AK 0895.06 204 Time On Site Time Off Site Date Day of Week 9:45 AM 10:15 AM 7/13/20 Monday Travel Time Weather 1.25 Hr. RT 60soF, Clear 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 line backfill and earthwork activities. Water Line Backfill While onsite, rep observed the prior to arrival that contractor had used a medium sized excavator to tie in the water line at the southwest corner of the site. Rep observed trench lines to be W4’xD7’. Rep observed contractor and city inspector test the water line onsite. Contractor expressed plans to continue working on water line tie-in and backfill tomorrow, July 14, 2020. Rep will return to observe and test compaction of the water line as needed. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 1/1