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Home My WebLink About0895.06 DFR 143-147.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 001es D t ae D . f escno· 10n Date: March 12, 2020 ESNW No.: ES-895.06 Project: Weatherly Inn 1 3/2-3/6/20 Daily Field Report(s) # 143-147 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: joh nw@rinocon.com mark@accrete.build ieff@accrete. build jennifer@accrete. build jchavez@rentonwa.gov joew@accrete. build 15365 NE 90th Street, Suite 100 Red mond, WA 98052 (425)449-4704 FAX (425) 449-4711 Earth Solutions NWu_c 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, TSH Time On Site 11:45 AM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:00 PM Page 1/1 Date 3/2/20 Weather 40s°F, Rain ClienUOwner 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 Supervisor LAC Project Manager 5�{2. Permit No. Report No. 143 Day of Week Monday the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, 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 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 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. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 9.46 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 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 ESNW Rep. AK, Time On Site 1:15 PM Travel Time 1.25 Hr. RT Project No. Page Report No. 0895.06 1/1 144 Time Off Site Date Day of Week 1:30 PM 3/3/20 Tuesday Weather 40s°F, Overcast Client/Owner 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 Supervisor LAC Reviewi.t-., / oi. Project Manager s�� Permit No. the client's request, ESNW rep was onsite to observe or test cut slopes, footing excavations 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). Footings Excavations Rep observed contractor use a medium sized excavator to excavate and the building footings. Rep recommended and observed that contractor was over-excavating footings ~4" from designed footing grade. Rep observed contractor backfill the over-excavation with a 3"-4" lift of 1 ¼" minus crushed rock for the footing subgrade to increase stability during wall construction. 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 footings. 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 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 12:00 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:30 PM Page 1/2 Date 3/4/20 Weather 40s°F, Clear ClienUOwner 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. Project Manager '5�'iL Permit No. Report No. 145 Day of Week Wed the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, 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). Wall Backfill with Cement 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 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.). 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 tomorrow, March 5, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client +wf- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWttc 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 12:00 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:30 PM Page 2/2 Date 3/4/20 Weather 40s°F, Clear ClienUOwner Report No. 145 Day of Week Wed 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? Test Test Location Number (Wall Backfill) Contact Mike Contact Project No. Elevation 127 See map for approximate location -10' 128 See map for approximate location -8' Supplementary Report: i � l .. ;I ' ,.-\ ,· I, .. I ..,,� Reference Compaction Curve 1 1 ·1 Field Supervisor Reviewed LAC Project Manager r SS(L Permit No. Maximum Fill Test % of Dry Density Moisture Dry Density Maximum (pcf) (%) (pcf) Dry Density 130.7 16.9 124.6 95 130.7 18.4 124.1 95 -7 .. [ 127,128 I .,_ . __ j Project Name Weatherly Inn Earth Solutions I\IWLLc 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 12:00 Pm Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:15 PM Page 1/1 Date 3/5/20 Weather 40s°F, Clear ClienUOwner4500 Talbot Rd. S., Renton, WA RJ Development, LLC Report No. 146 Day of Week Thursday Contractor #1 Rina Construction ContactMike Field SupervisorLAC Reviewe�-,, / 41\ Contractor #2 Contact Project Manager-�cl-- Are approved plans/permits on site?Project No.Permit No. Supplementary Report: the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, 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). Wall Backfill with Cement 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 for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep will return to observe or test backfill as needed. 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 tomorrow, March 6, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client +wf- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWuc 15365 NE 901h Street, Suite 100 Redmond, WA 98052 Main (425) 449-47041 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNWRep. AK Time On Site 2:15Pm Project No. 0895.06 Time Off Site 3:30 PM Page Report No. 1/1 147 Date Day of Week 3/6/20 Friday Weather Travel Time 1.25 Hr. RT 40s°F, Overcast Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No. Client/Owner RJ Development, LLC Field Supervisor LAC Project Manager $5fL Permit No. the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, 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). Wall Backfill with Cement 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 for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep will return to observe or test backfill as needed. Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xO12'). Contractor expressed plans to continue working on water line backfill Monday, March 9, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client +wf-- Andrew Kimn, Senior Technician, 206-430-9183