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Home My WebLink About0895.06 DFR 113-117.pdfCfearth ''Solution NWi, c To: RJ Deve(ownem Earth Solutions NW, LLC LETTER OF TRANSMITTAL 401 Central Street SE Olympia, WA 98501 _ Attn: Mr. Duane Meyer Email: duane accrete.build No. of Date: January 27, 2020 ESNW No.: ES- 895.06 Project: Weatherly Inn Copies Date Description 1 1/20-1/24/20 Daily Field Re ort s # 113-117 Comments: CC: 1: John Wilson ATTN: ohoiw/,Z7Drinocon.com 2: Mark Richardson ATTN: ;i�arlc r accrete. build 3: Jeff Brain ATTN: ieff accrete. build 4: Jennifer Vo ele ATTN: ennifer accrete. build 5: Jonathan Chavez ATTN: 'chavez rentonwa. ov 6: Joe W ATTN: oew accrete. build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 1361h PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 ArrEarth Solutions NW«C ESNW Rep. Project No. 15365 NE 90'h Street, Suite 100 AK 0895.06 Redmond, WA 98052 Time On Site Time Off Site Page 1/2 Report No. 113 Date Day of Week wo Main (425) 449-4704 1 Fax (425) 449-4711 Monday www.esnw.com 11:15 AM 4:00 PM 1/20/20 DAILY FIELD REPORT ITravefiTime Weather Project Name Job Location 1.25 Hr. RT Client/Owner 40s0F, Overcast Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Wt%ZL 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 water line backfill, storm line backfill, cut sloS sewer discharge and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a medium sized excavator to excavate and install the water line located at the northeast corner of the site. Contractor expressed plans to continue installing water line this week. 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 observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and compacting 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 (130.7 lbs./cu. ft.). Cut Slopes 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 4_J__1 �_ Andrew Kimn, Senior Technician, 206-430-9183 w Earth 5olut"rons NWLLc t s 15365 NE 90" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. AK 0895.06 Time On Site Time Off Site 11:15 AM 4:00 PM Travel Time 1.25 Hr. RT Page 2/2 Report No 113 Date Day of Week 1 /20/20 Monday Weather 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 Contractor #2 Contact Project Manager Reviewed I Ray FAreapprov"ed plans/permits on site? Project No. Permit No. Test Test Location Reference Maximum Fill Test % of Number (Storm Line) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) (%) (pcf) Dry Density 114 See map for approximate location SG 1 130.7 9.6 124.9 96 115 See map for approximate location SG 1 130.7 9.3 124.6 95 Supplementary Report: a i�w, y Earth Solutions NWLLC 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 ESNW Rep. Project No. Page Report No. AK 0895.06 1 1/1 114 Time On Site Time Off Site Date Day of Week 11:30 AM; 1:30 PM; Tuesday 12:45 PM 3:15 PM 1 /21 /20 Travel Time Weather 1.25 Hr. RT (x2) 40s°F, Overcast Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Are approved plans/permits on site? Project No Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC W. Project Manager Reviewed Ray Permit No. F pplementary Report: the client's request, ESNW rep was onsite to observe or test water line backfill, storm line backfill, cut slopes, and earthwork activities Water Line Backfill While onsite, rep observed contractor use a medium sized excavator to excavate and install the water line located at the northeast corner of the site Contractor expressed plans to continue installing water line this week. 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 observe and test compaction of the backfill as needed. Cut Slopes 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). Earthwork Activities Rep observed contractor using a medium sized excavator and several large haul trucks to export material offsite. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 y Earth Solutions NWLLC i 15365 NE 901 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 ESNW Rep. AK Project No. 0895.06 Page 1/2 Report No. 115 Time On Site Time Off Site Date Day of Week 10:30 AM; 11:00 AM; Wed 12:15 PM; 12:30 PM; 1/22/20 2:30 PM 4:00 PM Travel Time Weather 1.25 Hr. RT (x2) 40s0F, Overcast Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Are approved plans/permits on site? Project No. Supplementary Report: Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC 'Al Project Manager Reviewed Ray Permit No At the client's request, ESNW rep was onsite to observe or test storm line backfill, cut slopes, sewer discharge, test pH stormwater and earthwork activities. Storm Line Backfill While onsite, rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep observed contractor install an 8" PVC pipe at the toe of the excavation (W2'xD6', or W2'xD3') embedded in an 8" lift pea gravel. Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and compacting 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 (130.7 lbs./cu. ft.). Cut Slopes 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 acidity of stormwater. In red baker tank rep observed a pH of 8.5/9, rep recommended that contractor add 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. Contractor expressed plans to add dry ice tomorrow, January 23, 2019, to lower the pH. Rep will return to test the pH tomorrow. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLC ESNW Rep. Project No. " 15365 NE 901' Street, Suite 100 AK 0895.06 t Redmond, WA 98052 Time On Site Time Off Site Main (425) 449-4704 1 Fax (425) 449-4711 10:30 AM; 11:00 AM; www esnw com 12:15 PM; 12:30 PM; DAILY FIELD REPORT 2:30 PM 4:00 PM Page 2/2 Report No. 115 Date Day of Week Wed 1 /22/20 Travel Time j Weather 1.25 Hr. RT (x2) 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 Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No Permit No. Test Number Test Location (Storm Line) Elevation Reference Compaction Maximum Dry Density Fill Moisture Test Dry Density % of Maximum Curve (pcf) (%) (pcf) Dry Density 116 See map for approximate location -4' 1 130.7 9.8 124.0 95 117 See map for approximate location -2' 1 130.7 9.0 123.8 95 i 118 See map for approximate location SG 1 130.7 9.3 125.2 gg 119 See map for approximate location SG 1 130.7 9.4 124.5 95 Supplementary Report r , 3 S 116, 1 7, 118 46 Earth Snlu0onS NWLLC 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? ESNW Rep. Project No. Page Report No. AK 0895.06 1/1 116 Time On Site Time Off Site Date Day of Week 8:15 AM; 9:15 AM; Thursday 3:45 PM 4:00 PM 1/23/20 Travel Time 1.25 Hr. RT (x2) Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No Weather 40sOF, Rain Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC �A_ '" Project Manager Reviewed Ray Permit No. Supplementary Report: At the client's request, ESNW rep was onsite to observe or test storm line backfill, cut slopes, sewer discharge, test pH of stormwater and earthwork activities Storm Line Backfill While onsite, rep observed contractor use a medium sized excavator to excavate and install the storm line. Rep observed contractor install an 8" PVC pipe at the toe of the excavation (W2'xD6', or W2'xD3') embedded in an 8" lift pea gravel. Rep observed contractor place brown silty sand with gravel material in loose 12"-18" lifts and compacting with a hoe pack. Contractor expressed plans to continue storm line backfill tomorrow, January 24, 2019. Cut Slopes 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 65 Test pH of Stormwater Rep took pH tests to determine the acidity of stormwater. In red baker tank 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. ESNW rep will return to observe earthwork activities when requested by client i Andrew Kimn, Senior Technician, 206-430-9183 t Earth Solutions NWLLc 15365 NE 90' Street, Suite 100 Redmond, WA 98052 ESNW Rep. AK Project No 0895.06 Page Report No. 1/1 117 Date Day of Week Time On Site Time Off Site Main (425) 449-4704 1 Fax (425) 449-4711 Friday www esnw.com 1:00 PM 2:15 PM 1 /24/20 DAILY FIELD REPORT Weather 40sOF, Rain Travel Time 1.25 Hr. RT Client/Owner Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC 'jay Contractor #2 Contact Project Manager Reviewed f 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, footing excavations, 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). Footing Excavations Rep observed contractor use a large excavator to excavate the footings for the north footings of the building. Rep used a'/z" steel t-probe and observed that the subgrade was very dense, firm, unyielding, and suitable for support of the proposed building footings. 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. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In red 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. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183