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HomeMy WebLinkAbout0895.06 DFR 118-122.pdfFarth l utian NWLtz Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: R1 Development Date: February 4, 2020 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane(a,accrete.build No. of Copies Date Descri tioti 1 1/27-1/31/20 Daily Field Report(s) # 118-122 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: markpaccrefe build 3: Jeff Brain ATTN: Leffpaccrete.build 4: Jennifer Vogele ATTN: 'ennifer accrete. build 5: Jonathan Chavez ATTN: ica havez@rentonwa.gov 6: Joe W ATTN: joew@accrete.build Transmitted By: Earth Solutions NW, LLC PM: Scott Riejzel, L.G., L.E.G. 15365 NE 90th Street, Suite 100 Redmond, WA 98052 (425) 449-4704 FAX (425) 449-4711 " Earth Solutions NWLLC 15365 NE 901h Street, Suite 100 1 Redmond, WA 98052 ESNW Rep. AK Project No. 0895.06 Page 1/1 Report No. 118 Time On Site Time Off Site Date Day of Week Main (425) 449-4704 1 Fax (425) 449-4711 Monday www.esnw.com 12:00 PM 1:30 PM 1/27/20 DAILY FIELD REPORT Weather Trave€ Time 1.25 Hr. RT 40sOF, Overcast 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 WZf� Contractor #2 Contact 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, storm line backfill, sewer discharge, 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). Storm Line Backfill Rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep observed contractor install a 12" corrugated pipe at the toe of the excavation (W2'xD4') embedded in a 12" lift pea gravel. Rep will return to test compaction of backfill as needed tomorrow, January 28, 2020. 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 three south end baker tanks rep observed 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 and that stormwater pH level in street was in compliance of required pH level at 6.5/7 pH. Rep recommended that contractor add stormwater filtration system to increase volume of discharge. Rep recommended Clear Water, Washington Stormwater LLC., and Water Tectonics. ESNW rep will return to observe earthwork activities when requested by client 4J,S Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC ESNW Rep. Project No. Page Report No. AK 0895.06 1/1 119 15365 NE mold Street, Suite 100 Time On Site Time Off Site Date Da of Week ir Redmond, WA 98052 Y Main (425) 449-4704 1 Fax (425) 449-4711 9:45 AM; 11:45 AM; Tuesday www.esnw.com 1:00 PM 2:00 PM 1/28/20 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 40s0F, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Rino Construction Mike Contractor #2 Contact Are approved plans/permits on site? Project No. Supplementary Report: Field Supervisor Reviewed Z/3 LAC Project Manager Reviewed Ray Permit No At the client's request, ESNW rep was onsite to observe or test cut slopes, storm line backfill, sewer discharge, 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) Storm Line Backfill Rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep observed contractor install a 12" corrugated pipe at the toe of the excavation (W2'xD4') embedded in a 12" lift pea gravel. Rep will return to test compaction of backfill as needed tomorrow, January 29, 2020. Rep recommended using native course sand material or using imported pit -run for backfill. 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 two north end baker tanks rep observed 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 and that stormwater pH level in street was in compliance of required pH level at 6.5/7 pH. Rep recommended that contractor add stormwater filtration system to increase volume of discharge. Rep met with ESNW stormwater manager to discuss solutions to the current discharge system. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 M Earth Solutions NWT« 15365 NE 90" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 Vii 1 www esnw corn DAILY FIELD REPORT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Contact Rino Construction Mike Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact ESNW Rep. AK Project No. 0895.06 Page 1/1 Report No. 120 Time On Site Time Off Site Date Day of Week Wed 7:45 AM; 10:30 AM; 1/29/20 2:30 PM 4:00 PM Travel Time Weather 1.25 Hr. RT (x2) 40s0F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC W1 3 Project Manager I Reviewed Ray Project No Permit No. At the client's request, ESNW rep was onsite to observe or test cut slopes, storm line backfill, sewer discharge, 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) Storm Line Backfill Rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep observed contractor install a 12" corrugated pipe at the toe of the excavation (W2'xD4') embedded in a 12" lift pea gravel. Rep will return to test compaction of backfill when conditions have improved. 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 three south end baker tanks rep observed 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 and that stormwater pH level in street was in compliance of required pH level at 6.5/7 pH. Rep recommended that contractor add stormwater filtration system to increase volume of discharge Rep met with Accrete reps to discuss the plan of stormwater discharge moving forward. ESNW rep will return to observe earthwork activities when requested by client -T- Andrew Kimn, Senior Technician, 206-430-9183 M Earth Solutions NWILL 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 [Areapproved plans/permits on site? Supplementary Report: ESNW Rep. Project No Page Report No. AK 0895.06 1/1 121 Time On Site Time Off Site Date Day of Week Thursday 9:30 AM 10:45 AM 1 /30/20 Travel Time Weather 1.25 Hr. RT 40s0F, Overcast Job Location 4500 Talbot Rd. S., Renton, WA Mike Contact Project No Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager I Reviewed Ray Permit No. At the client's request, ESNW rep was onsite to observe or test cut slopes, sewer discharge, water line 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). Sewer Discharge Rep used IMHOFF cone to test baker tank sewer water discharge. Rep used IMHOFF cone and found sediment (<3 mI) after testing water for one hour. Rep took PH test and found water suitable for discharge at a pH level of 6.5. Water Line Backfill Rep observed contractor prepping water line for thrust block pours throughout the site Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In two south end baker tanks rep observed 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 and that stormwater pH level in street was in compliance of required pH level at 6 5/7 pH. Rep recommended that contractor add stormwater filtration system to increase volume of discharge Rep met with Accrete reps to discuss the plan of stormwater discharge moving forward. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 t t Earth Solutions NWLLc 15365 NE 90"' Street, Suite 100 Redmond, WA 98052 ESNW Rep. AK Project No. 0895.06 Page 1/1 Report No. 122 Time On Site Time Off Site Date Da Y of Week Main (425) 449-4704 1 Fax (425) 449-4711 Friday www esnw com 10:30 AM 11:30 AM 1 /31 /20 DAILY FIELD REPORT Weather Travel Time 1.25 Hr. RT 40sOF, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. Contact Mike S., Renton, WA J RJ Development, Field Supervisor LAC LLC Reviewed Contractor #1 Rino Construction Contractor #2 Contact 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 cliel Andrew Kimn, Senior Technician, 206-430-9183