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Home My WebLink About0895.06 DFR 123-127.pdfTo: + fArth Sv1tition mWit. Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: February 10, 2020 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 _ Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duaneaaccrete.build No. of Copies Date Descriptlon 1 2/3-2/7/20 Daily Field Report(s) # 123-127 -r- i Comments: CC: 1: John Wilson ATTN:-johnw@rinocon.com 2: Mark Richardson ATTN: mark@accrete.build 3 Jeff Brain ATTN: i accrete.build 4: Jennifer Vogele ATTN: Jennifer accrete. build 5: Jonathan Chavez ATTN: iChavez _rentonwa. g ov 6: Joe W ATTN: ioew 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 NW«C o 15365 NE 9011 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 ESNW Rep. AK Project No. 0895.06 Page 1/1 Report No. 123 Time On Site Time Off Site Date Day of Week 9:45 AM; 10:45 AM; Monday 2/3/20 12:15 PM 1:15 PM Travel Time Weather 1.25 Hr. RT 40sOF, Overcast Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Are approved plans/permits on site? Project No Supplementary Report: Client/Owner RJ Development, LLC Field Supervisor Reviewed. LAC Z/q illy' Project Manager Reviewed Ray Permit No. At the client's request, ESNW rep was onsite to observe or test cut slopes, sewer discharge, storm 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). Sewer Discharge Rep used IMHOFF cone to test baker tank sewer water discharge. Rep used IMHOFF cone and found sediment (<3 ml) after testing water for one hour. Rep took PH test and found water suitable for discharge at a pH level of 6.5. Storm Line Backfill Rep observed contractor use a medium sized excavator to excavate oversaturated material north of the main entrance to the site. Rep will return tomorrow, February 4, 2020, to observe and test the compaction of the new backfill when needed. ESNW rep will return to observe earthwork activities when requested by client 4J3 �_ Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90" Street, Suite 100 t 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. AK Project No. 0895.06 Page 1/1 Report No. 124 Time On Site Time Off Site Date Day of Week Tuesday 12:15 PM 1:15 PM 2/4/20 Travel Time Weather 1.25 Hr. RT 30s°F, Snow Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Client/Owner RJ Development, LLC Field Supervisor LAC Project Manager Ray Are approved plans/permits on site? Project No. Permit No Supplementary Report: Reviewed S J 9 Reviewed At the client's request, ESNW rep was onsite to observe or test cut slopes, sewer discharge, test pH of stormwater, storm 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). Sewer Discharge Rep used IMHOFF cone to test baker tank sewer water discharge. Rep used IMHOFF cone and found sediment (<3 ml) after testing water for one hour Rep took PH test and found water suitable for discharge at a pH level of 6.5. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the south end baker tanks rep observed 11.56 NTUs and a pH of 6.5, rep observed that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite. Storm Line Backfill Rep observed contractor use a medium sized excavator to excavate oversaturated material north of the main entrance to the site Rep will return tomorrow, February 5, 2020, to observe and test the compaction of the new backfill as needed. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWt_t_C ESNW Rep AK 15365 NE 90" Street, Suite 100 Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 www esnw corn 9:00 AM DAILY FIELD REPORT Travel Time 1.25 Hr. RT rrotect Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Project No. Page Report No. 0895.06 1/1 125 Time Off Site Date Day R Week Wed 10:15 AM 2/5/20 Job Location 4500 Talbot Rd. S., Renton, WA - ......... ....__ ...... ... _......... Contact J Mike Contact Weather 40s°F, Rain Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC VI 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 cut slopes, sewer discharge 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 Discharge Rep used IMHOFF cone to test baker tank sewer water discharge. Rep used IMHOFF cone and found sediment (<3 ml) after testing water for one hour. Rep took PH test and found water suitable for discharge at a pH level of 6.5. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Project Name Weatherly Inn Contractor #1 Rino Construction Earth Solutions NWLLC 15365 NE 90" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www esnw corn DAILY FIELD REPORT ESNW Rep. Project No. Page AK 0895.1 Time On Site Time Off Site Date 10:45 AM 1 11:45 AM1 2/6/20 Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact 1/1 Report No. 126 -- Day of Week Thursday Weather 40sOF, Rain Client/Owner RJ Development, LLC Field Supervisor Reviewed��/1 LAC Project Manager Reviewed Ray j 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, 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). Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 14.4 NTUs and 15.2 NTUs, rep observed that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 M Earth Solutions NWLLC ESNW Rep. AK 15365 NE 901h Street, Suite 100 t 1 Redmond. WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com 12:15 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction I Contractor #2 Are approved plans/permits on site? Project No. Page Report No. 0895.06 1/1 127 Time Off Site Date Day of Week Friday 1:00 PM 2/7/20 Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No Weather 40s°F, Rain Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC * I -A Project Manager I Reviewed Ray Permit No. Supplementary Report: At the client's request, ESNW rep was onsite to observe or test cut slopes, test pH of stormwater and earthwork activities. J Cut Slopes I` 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 A (H:V). Test pH of Stormwater Rep took pH tests to determine the pH of stormwater In the filled baker tanks rep observed. 17.46, 24.21, and 4 4 NTUs, rep observed that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite. ESN,Wrerep `�will creturn to observe earthwork activities when requested by client f / — Andrew Kimn, Senior Technician, 206-430-9183