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Home My WebLink About20200114140828.pdfTo ifutio lac Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development Date: January 14, 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 uo ies uate uescri tion 1 1 1/6-1/10/20 Dailv Field Report(s) # 103-107 Comments: Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136t" P1 NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 CC. 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark(d)accrete-build 3: Jeff Brain ATTN: jeff@accrete. build 4: Jennifer Vogele ATTN Jennifer@accrete. build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN joew a@accrete.build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136t" P1 NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 .. Earth Solutions NW«C t ; 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. Project No. Page AK 0895.06 Time On Site Time Off Site Date 1:45 PM 1 2:15 PM 1 1/6/20 Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No 1 Report No. 103 Day of Week Monday Weather 40s0F, Rain Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC x/13 Project Manager Reviewed Ray Permit No At the client's request, ESNW rep was onsite to observe or test pH of stormwater, footing excavations and earthwork activities. Test pH of Stormwater While onsite, rep took pH tests to determine the acidity of stormwater. Rep took pH tests at the east end of the quarry spall entrance and observed a pH level of 6.5/7 pH. At the west of the quarry spall entrance stormwater (temporary) collection pit and observed a pH level of 9 pH. On the street, north and south of the west entrance, rep took a pH tests and observed stormwater to be a 6.5/7 pH. Rep tested banker tanks with stormwater and observed that contractor had added dry ice as recommended by ESNW. Rep tested a 6.5/7 pH in tested baker tank which is compliant with required pH levels for sewer discharge. 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. Footing Excavations Rep observed contractor forming boards for the footings. Rep observed south slopes of the excavation to be near vertical. 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) Rep observed that contractor had placed plastic sheeting over the exposed slopes for the footing excavation, the exposed slopes between the lock and load wall and the rockery as recommended. ESNW rep will return to observe earthwork activities when requested by client. 4-1-11 �— Andrew Kimn, Senior Technician, 206-430-9183 y Earth Solutions NWLLc 15365 NE 90' Street, Suite 100 Redmond, WA 98052 wo Main (425) 449-4704 1 Fax (425) 449-4711 www esnw.com DAILY FIELD REPORT Project Name Job Location Weatherly Inn 14500 Talbot Rd. S., Renton, WA ESNW Rep. Project No. Page Report No. AK 0895.06 1/2 104 Time On Site Time Off Site Date Day of Week 10:30 AM; 11:30 AM; Tuesday 2:15 PM 3:00 PM 1/7/20 Travel Time Weather 1.25 Hr. RT 40s°F, Overcast Contractor #1 Rino Construction Contractor #2 contact Mike Contact Are approved plans/permits on site? Project No Supplementary Report: Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC W'113 Project Manager Reviewed Ray Permit No At the client's request, ESNW rep was onsite to observe or test water line backfill, test pH of stormwater, sewer discharge, footing excavations and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a medium sized excavator to excavate and install the water line Rep observed contractor install a 10" ductile iron pipe at the toe of the excavation (W4'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.). Test pH of Stormwater Rep took pH tests to determine the acidity of stormwater. Rep took pH tests at the east end of the quarry spall entrance and observed a pH level of 6.5/7 pH. At the west of the quarry spall entrance stormwater (temporary) collection pit and observed a pH level of 6.5/7 pH. On the street, north and south of the west entrance, rep took a pH tests and observed stormwater to be a 6.5/7 pH. Rep tested banker tanks with stormwater and observed that contractor had added dry ice as recommended by ESNW. Rep tested a 6.5/7 pH in tested baker tank which is compliant with required pH levels for sewer discharge. 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 observed contractor excavate the temporary retention pond with a medium sized excavator and install two more stormwater channels below the quarry spall entrance. Rep observed contractor excavate 6%8", place plastic sheeting, and a half pipe of 12" corrugated pipe outside facing down. Contractor expressed plans to backfill the pipe with 4%6" quarry spalls. 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. Footing Excavations Rep observed contractor forming boards for the footings. Rep observed south slopes of the excavation 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) ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWuc ESNW Rep AK 15365 NE 90t1 Street, Suite 100 Redmond, WA 98052 Time On Site Main (425) 449-4704 i Fax (425) 449-4711 10:30 AM; www.esnw.com 2:15 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Project No. Page 2�2 Report No. 0895.06 Maximum 104 Time Off Site Date Day of Week 11:30 AM: Elevation Tuesday 3:00 PM 1/7/20 Dry Density Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No - Weather 40s°F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed Ray Permit No Test Test Location 106 Reference Maximum Fill Test % of Number (See Map) Elevation Compaction Dry Density Moisture Dry Density Maximum wa r) Curve (pcf) N (pcf) Dry Density 106 See map for approximate location SG 1 130.7 11,8 124.5 95 Supplementary Report 4 I 106 4 I ` Earth W,uc. Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Earth Solutions NW«C ESNW Rep. AK 15365 NE 901 Street, Suite 100 Time On Site Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 10:15 AM; www esnw corn 2:00 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project No. Page Report No. 0895.06 1 1/1 105 Time Off Site Date Day of Week 11:15 AM; Wed 3:00 PM 1 /8/20 ............ Weather 40s°F, 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 LAC Project Manager Ray Permit No. Reviewed ��11, Reviewed At the client's request, ESNW rep was onsite to observe or test storm line backfill, test pH of stormwater, sewer discharge, footing excavations 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 a 12" corrugated pipe at the toe of the excavation (W2'xD3.5') embedded in a 12" lift pea gravel. Rep will test compaction of backfill as needed tomorrow, Thursday, December 9, 2020. Test pH of Stormwater Rep took pH tests to determine the acidity of stormwater. Rep took pH tests at the east end of the quarry spall entrance and observed a pH level of 6.5/7 pH. At the west of the quarry spall entrance stormwater (temporary) collection pit and observed a pH level of 6.5/7 pH. On the street, north and south of the west entrance, rep took a pH tests and observed stormwater to be a 6.5/7 pH. Rep tested banker tanks with stormwater and observed that contractor had added dry ice as recommended by ESNW. Rep tested a 6.5/7 pH in tested baker tanks which were compliant with required pH levels for sewer discharge. 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. 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. Footing Excavations Rep observed contractor forming boards for the footings. Rep observed south slopes of the excavation 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). ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 Eari.h �fllfll�Uf1S Ivwl.tt; Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Earth SollutiionS NWLLC ESNW Rep. AK 15365 NE 90t1 Street, Suite 100 Time On Site Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com 1:00 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Are approved plans/permits on site? Supplementary Report: Project No. Page Report No. 0895.06 1/2 106 Time Off Site Date Day of Week 2:45 PM 1/9/20 Thursday Weather 40s0F, Overcast Job Location 4500 Talbot Rd. S, Renton, WA Contact Mike Contact Project No Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC A- III-, Project Manager Reviewed Ray Permit No At the client's request, ESNW rep was onsite to observe or test storm line backfill, pH of stormwater, sewer discharge, footing excavations 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 a 12" corrugated pipe at the toe of the excavation (W2'xD3.5') 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.). Test pH of Stormwater Rep took pH tests to determine the acidity of stormwater. Rep took pH tests at the east end of the quarry spall entrance and observed a pH level of 9 pH. At the west of the quarry spall entrance stormwater (temporary) collection pit and observed a pH level of 9 pH. On the street, north and south of the west entrance, rep took a pH tests and observed stormwater to be a 6.5/7 pH. 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. 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. Footing Excavations Rep observed contractor forming boards for the footings. Rep observed south slopes of the excavation 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). ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 s " t t Earth Solutions NWLLC 15365 NE 90" Street, Suite 100 Redmond, WA 98052 ESNW Rep. AK Project No. 0895.06 Page 2�Z Date Report No 106 Day of Week Time On Site Time Off Site Number Main (425) 449-4704 i Fax (425) 449-4711 Elevation Compaction Curve Dry Density Thursday Dry Density wwwesnw.com 1:00 PM 2:45 PM 1/9/20 (pcf) DAILY FIELD REPORT (pcf) 107 See map for approximate location SG Travel Time 130.7 Weather 1248 96 1.25 Hr. RT 40s°F, 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 Test Location Reference Maximum Fill Test % of Number (See Map)/ Elevation Compaction Curve Dry Density Moisture Dry Density Maximum Dry Density (pcf) (%) (pcf) 107 See map for approximate location SG 1 130.7 11.0 1248 96 Supplementary Report Earth Solutions NW«CESNW Rep Project No. Page Report No. " AK 0895.06 1/1 107 t t 15365 NE mond Street, Suite 100 Time On Site Time Off Site Date Da Redmond, WA 98052 Y of Week Main (425) 449-4704 1 Fax (425) 449-4711 10:15 AM; 12:00 PM; Friday www.esnw.com 2:15 PM 3:00 PM 1/10/20 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT x2 40s°F, Rain Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S, Renton, WA 1 RJ Development, LLC Contractor #1 Contact Rino Construction Field Supervisor Reviewed Mike LAC 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 pH of stormwater, sewer vault, sewer discharge, footing excavations and earthwork activities. Test pH of Stormwater While onsite, rep took pH tests to determine the acidity of stormwater. Rep took pH tests at the east end of the quarry spall entrance and observed a pH level of 7 pH. At the west of the quarry spall entrance stormwater (temporary) collection pit and observed a pH level of 9 pH. On the street, north and south of the west entrance, rep took a pH tests and observed stormwater to be a 6 5/7 pH. In tested baker tank, rep observed a pH level of 8.5 pH. 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. Sewer Vault Rep observed contractor use a medium sized excavator to install a sewer vault located mid -east of the site. Contractor expressed plans to continue working on sewer vault next week. 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. Footing Excavations Rep observed contractor forming boards for the footings. Rep observed south slopes of the excavation 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). ESNW rep will return to observe earthwork activities when requested by client 4—" �_ Andrew Kimn, Senior Technician, 206-430-9183