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Home My WebLink About0895.06 DFR 148-152.pdfEarth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane@accrete. build No. of C opres D t ae D . r escnp·,on Date: March 19, 2020 ESNWNo.: ES-895.06 Project: Weatherly Inn 1 3/9-3/13/20 Daily Field Report(s) # 148-152 Comments: CC: 1: John Wilson 2: Mark Richardson 3: Jeff Brain 4: Jennifer Vogele 5: Jonathan Chavez 6: JoeW Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. ATTN: ATTN: ATTN: ATTN: ATTN: ATTN: johnw@rinocon.com mark@accrete. build jeff@accrete. build jennifer@accrete.build jchavez@rentonwa.gov joew@accrete. build 15365 NE 90th Street, Suite 100 Redmond, WA 98052 (425)449-4704 FAX (425) 449-4711 Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep.AK Time On Site 1:45PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:45 PM Page 1/1 Date 3/9/20 Weather 40s°F, Clear Client/Owner Report No. 148 Day of Week Monday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Field SupervisorLAC Project Manager Ray Permit No. Review�')/,, Reviewed the client's request, ESNW rep was onsite to observe or test cut slopes, test pH of stormwater, water line 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). Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 10.2 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. Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xD12'). Contractor expressed plans to continue working on water line backfill Tuesday, March 10, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client �f- Andrew Kimn, Senior Technician, 206-430-9183 Project Name Weatherly Inn Contractor #1 Rino Construction Earth Solutions I\IWuc 15365 NE 90 th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 J Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:00 PM Page 1/2 Date 3/10/20 Weather 40s°F, Clear ClienUOwner 4500 Talbot Rd. S., Renton, WA RJ Developme11.Yi.LC Contact Mike Field Supervisor LAC Report No. 149 Day of Week Tuesday Contractor #2 Contact Project Manager Ray Reviewed Are approved plans/permits on site? Project No. Permit No. Test Test Location Reference Maximum Fill Test % of Number (Water Backfill) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) (%) (pcf) Dry Density 129 See map for approximate location -4'1 130.7 22.4 124.6 95 130 See map for approximate location -2'1 130.7 21.6 125.3 96 131 See map for approximate location SG 1 130.7 20.7 124.4 95 Supplementary Report: the client's request, ESNW rep was onsite to observe or test cut slopes, water line backfill, footing 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). Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xD12'). Rep observed contractor use a medium sized excavator to 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 and compaction with a hoe pack. 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.). Footing Backfill Rep observed contractor use a medium sized excavator to 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 8"- 8" lifts and compaction with a jumping jack. 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 �f-- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90th Street, Suite 1 oo Redmond, WA 98052 Main (425) 449-4704 / Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:00 PM Page 2/2 Date 3/10/20 Weather 40s°F, Clear Client/Owner Report No. 149 Day of Week Tuesday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rine Construction Contractor #2 Are approved plans/permits on site? Contact Mike Contact Project No. Reference Test Test Location Number (Footing Backfill) Elevation Compaction 132 See map for approximate location 133 See map for approximate location 134 See map for approximate location • • I --... �-.... ___ .. __ .... 132 133 J SG SG SG Curve 1 . .. ., ...... ., • Maximum Field Supervisor LAC Project Manager Ray Permit No. Fill Dry Density Moisture (pcf) (%) 130.7 18.3 130.7 16.8 130.7 18.0 129,130,131 Reviewed Reviewed Test % of Dry Density Maximum (pcf) Dry Density 124.8 96 125.2 96 124.7 95 Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:45 PM Page 1/1 Date 3/11 /20 Weather 40s°F, Clear Client/Owner Report No, 150 Day of Week Wed Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: ContactMike Contact Project No. Field SupervisorLAC Project ManagerRay Permit No. Review� ""t/i ,; Reviewed the client's request, ESNW rep was onsite to observe or test cut slopes, 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). Rep observed contractor using a medium sized excavator to place 2" wash rock behind the wall. Rep observed that contractor had placed miradrain to the top elevation of the cast-in-place wall. Contractor expressed plans to continue working on wall backfill. Footing Backfill Rep observed contractor use a medium sized excavator to 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 8" - 8" lifts and compaction with a jumping jack. Rep will return to take compaction tests as needed. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 2.0 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 �f- Andrew Kimn, Senior Technician, 206-430-9183 Project Name Weatherly Inn Earth Solutions NWuc 15365 NE 90'" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 3:45 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 4:00 PM Page 1/1 Date 3/12/20 Weather 40s°F, Clear ClienUOwner 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Report No. 151 Day of Week Thursday Contractor #1 Rina Construction Contact Mike Field Supervisor LAC Reviewe� "'/i .s Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Project No. Project Manager Ray Permit No. the client's request, ESNW rep was onsite to observe or test cut slopes and earthwork activities. Cut Slopes Reviewed 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). Rep observed contractor using a medium sized excavator to place 2" wash rock behind the wall. Rep observed that contractor had placed miradrain to the top elevation of the cast-in-place wall. Contractor expressed plans to continue working on wall backfill. ESNW rep will return to observe earthwork activities when requested by client +wf- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90 th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 1:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 3:30 PM Page 1/2 Date 3/13/20 Weather 40s°F, Clear ClienUOwner Report No. 152 Day of Week Friday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Field Supervisor LAC Project Manager Ray Permit No. Reviewc,._. "/i S Reviewed the client's request, ESNW rep was onsite to observe or test cut slopes, footing 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). Footing Backfill Rep observed contractor use a medium sized excavator to 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 8"- 8" lifts and compaction with a jumping jack. 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 �f- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWuc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 1:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 3:30 PM Page 2/2 Date 3/13/20 Weather 40s°F, Clear ClienUOwner Report No. 152 Day of Week Friday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contact Mike Contractor #2 Contact Are approved plans/permits on site? Project No. Test Number 135 136 137 Test Location (Footing Backfill) Elevation See map for approximate location SG See map for approximate location SG See map for approximate location SG ..... ---- ■-...... -•r ,,. _.. ·--- ►•--- ... ___ _ ... _,,._4' __ ... ..._ ...-- · 135 136 Reference Compaction Curve 1 1 Maximum Field Supervisor LAC Project Manager Ray Permit No. Fill Dry Density Moisture (pcf) 130.7 130.7 130.7 'I.' .. (%) 23.3 25.0 22.8 Reviewed Reviewed Test % of Dry Density Maximum (pcf) Dry Density 125.2 96 125.0 96 124.8 96 _J