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Home My WebLink About20200312124033.pdfE�i r-tFr SWUM) NVVI1JU To: RJ Development Earth Solutions NW, LLC LETTER OF TRANSMITTAL 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Meyer Email: duane(a,accrete.build No. of Date: March 12, 2020 ESNW No.: ES- 895.06 Project: Weather!Inn Copies Date Description 1 3/2-316/20 Daily Field Report(s) # 142-146 Comments: CC: 1: John Wilson ATTN. johnw@rinocon.com rinocon.com 2: Mark Richardson ATTN mark accrete. build 3: Jeff Brain ATTN. jeff(cbaccrete.bUild 4: Jennifer Vo ele ATTN Jennifer accrete. build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN. ioew a accrete build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 15365 NE 90th Street, Suite 100 Redmond, WA 98052 (425) 449-4704 FAX (425) 449-4711 Earth Solutions NWLLC ESNW Rep " 15365 NE 901h Street, Suite 100 AK, TSH t Redmond. WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 www esnw corn 11:45 AM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Protect Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Are approved pproved plans/permits on site? Project No Page Report No. 0895.06 1/1 142 Time Off Site Date Day of Week Monday 2:00 PM 3/2/20 Job Location 4500 Talbot Rd. S., Renton, WA Mike Project No. Weather 40sOF, Rain Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC W 3/°1 Project Manager Reviewed 5; 2 4--3(q Permit No Supplementary Report: 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 ,If-13 �— Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC r 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 Are approved plans/permits on site? Supplementary Report: ESNW Rep. Project No_ Page AK, 0895.06 Time On Site Time Off Site I Date 1:15 PM 1 1:30 PM 1 3/3/20 Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No. 1/1 Report No. 143 Day of Week Tuesday Weather 40sOF, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed � ��9 LAC Project Manager Reviewed Ss 2 s2 *i 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 Y-4" lift of 1 %" minus crushed rock for the footing subgrade to increase stability during wall construction. Rep used a'/2" 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 Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC 15365 NE 901" Street, Suite 100 s Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 i Rino Construction Contractor #2 Are approved plans/permits on site? ESNW Rep. Project No Page AK 0895.06 Time On Site Time Off Site Date 12:00 PM 1:30 PM 3/4/20 Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No. 1/2 Weather 40s°F, Clear Report No 144 Day of Week Wed Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC W "A Project Manager Reviewed 552 siL �q 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 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 f Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NW«C ESNW Rep. Project No. Page 2 2 Report No. 144 15365 NE 900' Street, Suite 100 AK 0895.06 ----- ! Redmond, WA 98052 Time On Site Time Off Site Date Day of Week Main (425) 449-4704 1 Fax (425) 449-4711 Wed www.esnw com 12:00 PM 1:30 PM 3/4/20 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 Projectanager R� wed ............... Are approved plans/permits on site? Project No. 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 127 See map for approximate location -10' 1 130.7 16.9 124.6 95 128 See map for approximate location -8' 1 130.7 18.4 124.1 95 Supplementary Report t . 7V z �. v j .-A � Earth Solutions NWLLo ESNW Rep. Project No- Page Report No. AAMK 10895.06 1/1 145 # 15365 NE Street, Suite 100 Redmond,n WA 98052 Time On Site Time Off Site Date Day of Week Main (425) 449-4704 i Fax (425) 449-4711 Thursday M www.esnw.com 12:00 Pm 1:15 PM 3/5/20 DAILY FIELD REPORT Travel Time — Weather 1.25 Hr. RT 40sOF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA I RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC W-3�a Contractor #2 Contact Project Manager Reviewed I 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 Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC k i 15365 NE 901h 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. AK Project No. 0895.06 Page 111 Date Report No. 146 Day of Week Time On Site Time Off Site Friday 2:15 Pm 3:30 PM 3/6/20 Travel Time Weather 1.25 Hr. RT 40s0F, Overcast Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC W 3�R Project Manager Reviewed S5YZ 5ra, 945 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'xD12'). 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 Andrew Kimn, Senior Technician, 206-430-9183