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Home My WebLink About20200303112841.pdfFar& luta } NWuc To Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: March 3. 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 2/20-2/28/20 Daily Field Report(s) # 137-141 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark accrete. build 3: Jeff Brain ATTN: eff accrete. build 4: Jennifer Vo ele ATTN: ennifer accrete.build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN- 'oew accrete. build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 15365 NE 90"' Street, Suite 100 Redmond, WA 98052 (425) 449-4704 FAX (425) 449-4711 Earth Solutions NWT« t 15365 NE 901h Street, Suite 100 Redmond, WA 96052 ESNW Rep. AK Project No 0895.06 Page Report No 1/1 137 Date Da of Week y Time On Site Time Off Site Main (425) 449-4704 1 Fax (425) 449-4711 1:15 PM; 2:15 PM; Monday www.esnw corn 3:45 PM 4:00 PM 2/20/20 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 40s1F, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA i RJ Development, LLC Contractor#1 Rino Construction Contact Mike Contact Field Supervisor LAC Reviewed It* �/� Contractor #2 Project``'' Manager 5' 1r F Reviewed 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 cut slopes, sewer line backfill, test pH of stormwater, lock and load backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east 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. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Sewer Line Backfill Rep observed contractor use a medium sized excavator to excavate and install the sewer line. Rep observed contractor install a 8" PVC pipe at the toe of the excavation (W3'xD5') embedded in a 12" lift pea gravel. Contractor expressed plans to continue working on sewer line backfill tomorrow, February 25, 2020. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 16.4 NTU in a baker tank. Rep observed that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite at 6.5 pH. Lock and Load Wall Backfill Rep observed contractor use a medium sized excavator to place and backfill the lock and load blocks. Rep observed contactor place geo-grid as per design. Rep will return to take compaction test tomorrow, February 25, 2020. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NW u-c Project Name Weatherly Inn Contractor #1 Rino Construction ontractor #2 Earth Solutions NW«C ESNW Rep. AK 15365 NE 90'h Street, Suite 100 Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 11:45 AM www esnw.com DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project No. Page Report No. 0895.06 1/1 138 Time Off Site Date Day of Week 1:45 PM 2/25/20 Tuesday Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Are approved plans/permits on site? Project No. Weather 40sOF, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed , LAC L . y/.5 Project Manager Reviewed S5 V g— �f s Permit No. Supplementary Report At the client's request, ESNW rep was onsite to observe or test cut slopes, lock and load wall backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east 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. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Lock and Load Wall Backfill Rep observed contractor use a medium sized excavator to place and backfill the lock and load blocks. Rep observed contactor place geo-grid as per design. Rep will return to take compaction test tomorrow, February 26, 2020. While onsite, rep met with ESNW manager, Scott, to discuss the installation of the lock and load wall and the future plans for the rockery installation. ESNW rep will return to observe earthwork activities when requested by client -430-9183 Earth Solutions NW«C 15365 NE 90" Street, Suite 100 Redmond, WA 98052 ESNW Rep. AK Time On Site Project No. 0895.06 Time Off Site Page 1/2 Report No. 139 Date Day of Week Main (425) 449-4704 1 Fax (425) 449-4711 Wed www esnw.com 12:00 PM 12:45 PM 2/26/20 DAILY FIELD REPORT �ra�e time Weather 1.25 Hr. RT 40sOF, Clear 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 Contractor #2 Contact Project Manager Reviewed -w-3/3 J �59-- Are approved plans/permits on site? Project No. Permit No. Supplementary Report: the clients request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east 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. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Wall Backfill with Cement Rep observed contractor use a medium sized excavatorto mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Earth SOililtiOnS NW«C ES W Rep. AK 15365 NE 901h Street, Suite 100 Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 www esnw com 12:00 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Project No. Page 2/2 Report No. 0895.06 139 Time Off Site Date Day of Week Wed 12:45 PM 2/26/20 Job Location 4500 Talbot Rd. S , Renton, WA Contact Mike Contact Project No. Weather 40s°F, Clear Client/Owner RJ Development, LLC .............. ....._.; Field Supervisor Reviewed LAC Project Manager Reviewed Ray Permit No. Test Test Location Reference Maximum Fill Test % of Number (Wall Backfill) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) N (pcf) Dry Density 122 See map for approximate location -14' 1 130.7 24.4 124.6 95 123 See map for approximate location _12' 1 130.7 23.2 123.8 95 Supplementary Report - .� ## i •-� �. f .� Fe F �� .. . , _. � --•,i _ may. _ �.. -r• x�` • r .... . r Earth Solutions N W LL(; Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Earth Solutions NWLLC 15365 NE 901h Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Are approved plans/permits on site? Supplementary Report: ESNW Rep. Project No. Page Report No. AK 0895.06 1/2 140 Time On Site Time Off Site Date Day of Week 11:45 AM 12:15 PM 2/27/20 Thursday Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No. Weather 40s°F, Clear Client/Owner RJ Development, LLC Field LAC Project Manager Permit No. Reviewed � y� Reviewed -�13 the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, lock and load wall backfill, test pH of stormwater and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east 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. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Wall Backfill with Cement Rep observed contractor use a medium sized excavatorto mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep will return to observe and test the compaction of the wall backfill as needed. Lock and Load Wall Backfill Rep observed wall that lock and load wall contractor had completed the wall located between the cast -in -place wall and the previously constructed lock and load wall. Rep observed contractor grade and place import gray 1/2" minus crushed recycled concrete in loose—6"--12" lifts. Rep observed contractor place geo-grid as per plan (5XT). Once lifts were placed, rep observed contractor use a medium sized plate compactor for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (118.4 lbs./cu. ft.). Rep is including compaction tests from previous visits. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observe of 6.5. Rep observed that pH level was contained onsite at 6.5 pH. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 r Earth Solutions NWLLC ES W Rep, Project No, Page 2/2 .............. Report No. 0895.06 140 15365 NE 90`" Street, Suite 100 Redmond, WA 98052 Time On Site Time Off Site Date Day of Week Main (425) 449-4704 1 Fax (425) 449-4711 Thursday www esnw.com 11:45 AM 12:15 PM 2/27/20 DAILY FIELD REPORT - Travel Time 1.25 Hr. RT ... .............. ... Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Contact Rino Construction Mike Contractor #2 Contact Are approved plans/permits on site? Project No. Weather 40s'F, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed Ray Permit No. Test Test Location Reference Maximum Fill Test % of Number (Wall Backfill) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) (%) (pcf) Dry Density 124 See map for approximate location -61 4 118.4 14.9 112.3 95 125 See map for approximate location -3' 4 118.4 15.2 111.9 95 126 See map for approximate location SG 4 118.4 15.0 1 112.1 95 Supplementary Report: �� L. �.. T-. � ...� . .,._, , ... .. . - •.., :i� : -see- �- aa. • iti i i 1 124, 125, f _... 126 Earth Solutions NW«C 15365 NE 90`h 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 Are approved plans/permits on site? Supplementary Report: ESNW Rep. Project No. Page AK 0895.06 Time On Site Time Off Site Date 11:00 AM 1 12:30 PM 1 2/28/20 Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No. 1/1 Weather 40s°F, Clear Client/Owner RJ Development, LLC Field Supervisor Re% LAC Project Manager Reu SS'c� Permit No Report No. 141 Day of Week Friday cu / K2 the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, footing backfill, test pH of stormwater and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east 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. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Wall Backfill with Cement Rep observed contractor use a medium sized excavatorto mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep will return to observe and test the compaction of the wall backfill as needed. Footing Backfill Rep observed contractor using a small or medium sized excavator to backfill the footings. Rep observed contractor use a jumping jack to compaction material in loose 12" lifts. Rep will return to observe and test the compaction of the wall backfill as needed. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 12.66 NTU and a pH of 6.5. Rep observed that pH level was contained onsite at 6.5 pH. ESNW rep will return to observe earthwork activities when requested by client 4-1-11 �_ Andrew Kimn, Senior Technician, 206-430-9183