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Home My WebLink About20191202142659.pdf'5o I Utio U 1VWt��: Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane(aOaccrete.build No. of Date: December 2, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn copies Date Description 1 11/22-11/27/19 Daily Field Re ort s # 81-84 Comments: CC: 1: John Wilson 2. Mark Richardson 3 Jeff Brain 4: Jennifer Vogele 5: Jonathan Chavez Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. ATTN: iohnwO-rinocon.com ATTN: mark accrete build ATTN: lerf(r�accrete.build ATTN: Jennifer accrete. build ATTN: jchavez@1entonwa.gov 1805 — 136" PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NWLLC ESNW Rep. Project No. Page Report No. 15365 NE 901' Street, Suite 100 AK 0895.06 1 of 1 81 Redmond, WA 98052 Time On Site Time Off Site Date 1 Day of Week Main (425) 449-4704 i Fax (425) 449-4711 Saturday www.esnw com 9:00 AM 10:30 AM 11/22/19 DAILY FIELD REPORT l Travel Time Weather 1.25 Hr. RT 40s°F, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contact Mike Field Supervisor LAC Reviewed L"t)L/1 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 or test vault excavation and backfill. Vault Excavation and Backfill While onsite, rep observed contractor working near or in the vault excavation. Rep observed south slopes of the excavation to be near vertical. Rep observed that the west slopes of the excavation were near a 1.5:1 (H:V) slope. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the exposed slopes with plastic sheeting. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep will return to observe the conditions of the slopes while contractor is working in the excavation. Rep observed contractor use a medium sized excavator to excavate and place native brown silty sand with gravel material for the vault storm drain. Rep observed contractor place 6" perforated storm pipe at the toe of the excavation embedder in a 12" lift of 1 %2" wash rock. Rep observed contractor wrapping both drain pipe and wash rock in a geo-textile. Rep will return Monday, November 25, 2019, to observe and test the compaction of the backfill as needed. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Senior Technician, 206-430-9183 ti Earth Solutions NWLLC 15365 NE 90" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw com DAILY FIELD REPORT ESNW Rep. Project No. AK 10895.06 Time On Site Time Off Site 8:15 AM; 9:30 AM; 2:00 PM; 2:45 PM; 3:45 PM 4:15 PM Travel Time 1.25 Hr. RT x2 Page 1/2 Report No, 82 Date Day of Week 11/25/19 Monday Weather 40s°F, Overcast Project Name Job Location I Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Contact Mike Contact Field Supervisor Reviewed LAC L4,11./I Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Test Test Location Reference Maximum Fill Test % of Number (See Ma } Elevation Compaction Curve Dry Density Moisture Dry Density Maximum Loa -re Wa�1� (pcf) (%) (pcf) Dry Density 83 See map for approximate location SG 3 122.0 11,8 116.3 95 84 See map for approximate location SG 1 3 122.0 11.7 116.6 96 E Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall, vault excavation and backfill Lock and Load Wall While onsite, rep observed wall contractor install the first and second tier of the lock and load wall. Rep observed contractor grade and place import gray 5/8" minus crushed recycled concrete in loose—6"--12" lifts. Rep observed contractor place geo-grid as per plan. Once lifts were placed, rep observed contractor use a medium sized plate compactor or a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (122.0 lbs./cu. ft.). Behind the first panel of the second tier, rep observed contractor place a 4" corrugated drain pipe. Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the slopes with plastic sheeting to minimize stormwater on exposed surfaces. Vault Excavation and Backfill Rep observed contractor working near or in the vault excavation. Rep observed south slopes of the excavation to be near vertical. Rep observed - that the west slopes of the excavation were near a 1.5:1 (H:V) slope. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the exposed slopes with plastic sheeting. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep will return to observe the conditions of the slopes while contractor is working in the excavation. ESNW rep will return to observe earthwork activities when requested by client. f Andrew Kimn, Senior Technician, 206-430-9183 10 Earth Solutions NWLLC ESNW Rep, Report No AK 15365 NE 90" Street, Suite 100 82 t Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 8:15 AM; www esnw com 2:00 PM; DAILY FIELD REPORT3:45 PM 4:15 PM Travel Time 1.25 Hr. RT x2 Project No. Page Report No 0895.06 2/2 82 Time Off Site Date Day of Week 9:30 AM; Monday 2:45 PM; 11/25/19 4:15 PM ,_._ ............ Project Name . .................. Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Contact Rino Construction Mike Contractor #2 ................ Contact Weather 40s°F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed Ray [Are approved plans/permits on site? Project No Permit No. Supplementary Report: } 83 84 Earth Solutions NWLLC t 15365 NE 90"' Street, Suite 100 Redmond. WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep. Project No, Page 1�2 AK 0895.06 Time On Site Time Off Site I Date 10:30 AM Travel Time 1.25 Hr. RT 11:30 AM 1 11/26/19 Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Weather 40s°F, Clear Report No 83 Day of Week Tuesday Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC WY, Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Test Test Location Fill Number (See Map) Elevation Dry Density Moisture Dry Density 85 See map for approximate location -6- 86 See map for approximate location -6 Supplementary Report Reference Maximum Fill Test % of Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) (%) (pcf) Dry Density 3 122.0 11.3 116.8 96 3 122.0 10.5 117.3 96 At the client's request, ESNW rep was onsite to observe and test lock and load wall, vault excavation and backfill. Lock and Load Wall While onsite, rep observed wall contractor install the second tier of the lock and load wall. Rep observed contractor grade and place import gray 5/8" minus crushed recycled concrete in loose -6"--12" lifts. Rep observed contractor place geo-grid as per plan. Once lifts were placed, rep observed contractor use a medium sized plate compactor or a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (122.0 lbs./cu. ft.). Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the slopes with plastic sheeting to minimize stormwater on exposed surfaces. Vault Excavation and Backfill Rep observed contractor working near or in the vault excavation. Rep observed south slopes of the excavation to be near vertical. Rep observed that the west slopes of the excavation were near a 1.5:1 (H:V) slope. Although over - steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the exposed slopes with plastic sheeting. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep will return to observe the conditions of the slopes while contractor is working in the excavation. ESNW rep will return to observe earthwork activities when requested by client. j Andrew Kimn, /Senior Technician, 206-430-9183 Earth Solutions NW«C ESNW Rep. Project No. Page Report No AK 0895.06 2/2 83 t I 15365 NE 901" Street, Suite 100 Time On Site Time Off Site Date Da of Week Redmond, WA 98052 Y Main (425) 449-4704 1 Fax (425) 449-4711 Tuesday www esnw com 10:30 AM 11:30 AM 11/26/19 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 40s°F, 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: we .«�.� • r ... , w 1 , 86 F . 3... Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Earth Solutions NWLLc 15365 NE 90" Street, Suite 100 Redmond. WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www esnw.com DAILY FIELD REPORT ESNW Rep. Project No, Page Report No. AK 0895.06 1/2 84 Time On Site Time Off Site Date Day of Week Dry Density Moisture Dry Density Wed 9:00 AM 11:30 AM 11/27/19 Curve Travel Time 1.25 Hr. RT Weather 40s°F, Clear Job Location Client/Owner 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contact Field Supervisor upervisor Reviewed Mike LAC LtZ/) Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No Permit No Test Test Location Reference Maximum Fill Test % of Number(Ses Map) Elevation Compaction Dry Density Moisture Dry Density Maximum r �� Curve (pcf) N (pcf) Dry Density 87 See map for approximate location -4' 3 122.0 11.0 116.6 96 88 See map for approximate location -4' 3 122.0 10,8 117.0 gg 89 See map for approximate location _2' 3 122.0 10.9 117.1 96 90 See map for approximate location -2' 3 1 122.0 1 1121 116.8 96 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall backfill. Lock and Load Wall Backfill While onsite, rep observed wall contractor install the second tier of the lock and load wall. Rep observed contractor grade and place import gray 5/8" minus crushed recycled concrete in loose -6"--12" lifts. Rep observed contractor place geo-grid as per plan (8XT). Once lifts were placed, rep observed contractor use a medium sized plate compactor or a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (122.0 lbs./cu. ft.). Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the slopes with plastic sheeting to minimize stormwater on exposed surfaces. Rep met with ESNW's Ray and Key -West's Steve to discuss possible changes to the slope. ESNW observed that the slope approximately 100' from the east end was very dense and unyielding. ESNW recommended that bank also be cut to fit at least 4' of geo-grid for the first --4' of the third tier and the top -4' of the third tier be cut back to fit 8' of geo-grid. For the third tier, contractor expressed plans that were confirmed by ESNW to use all 5/8" minus crushed recycled concrete for backfill instead of the clean crushed behind the panels. ESNW rep will return to observe earthwork activities when requested by client. 4-1-1. �_ Andrew Kimn, Senior Technician, 206-430- " Earth Solutions NWLLC ESNW Rep. Report No. AK 15365 NE 90"' Street, Suite 100 84 1 I Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw corn 9:00 AM DAILY FIELD REPORT 11/27/19 Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Project No. Page Report No. 0895.06 2/2 84 Time Off Site Date Day of Week Wed 11:30 AM 11/27/19 Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Weather 40s°F, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Supplementary Report: