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Home My WebLink About20190924090432.pdfFai� NWUJD To: RJ Development 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: September 23, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn Copies Date Description 1 9/16-9/20/19 Daily Field Report(s) # 32-36 Comments: CC: 1: John Wilson 2: Mark Richardson 3: Jeff Brain 4: Jennifer Vo ele 5: Jonathan Chavez Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. ATTN: iohnw(c).rinocon.com ATTN: mark(a)accrete.build ATTN. eff accrete. build ATTN. Jennifer accrete. build ATTN- jchavez rentonwa. ov 1805 — 136`x' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions N1N«c Field Rep. Project No. Page of Report No. AK 0895.06 1/2 32 ' 1=1 1805 1361" Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 12:30 PM 2:00 PM 9/16/19 Monday (425) 449-4704 (866) 366-8710 Weather DAILY FIELD REPORT Travel Time 1.25 Hr. RT 60s°F, Overcast Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By 9%Z2 Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Sewer Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 27 See map for approximate location 4 1 130.7 12.2 124.9 96 28 See map for approximate location -2' 1 130.7 12.7 123.8 95 29 See map for approximate location SG 1 1 1 130.7 1 12.4 124.6 95 At the client's request, ESNW rep was onsite to observe and test sewer line backfill, vault excavation and earthwork activities. Sewer Line Backfill While onsite, rep observed contractor use a large excavator to excavate a sewer line (W5'xD7'). Rep observed contractor place an 8" PVC pipe at the toe of the trench. Rep observed contractor bedding the pipe in a 12" lift of 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.). Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NWLLC Field Rep, Project No. Report No. AK 0895.06 32 t r 1805136 1h Place NE, FAX: Time On Site FDate Time Off Site Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 12:30 PM 2:00 PM Monday (425)449-4704 (866)366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60s°F, Overcast —....... Project Name ...... ........ Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By Rino Construction Rod i Are approved Plans/Permits onsite F—] YES ❑ NO Project No. Permit No. r - - - 27, 28, 29 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«� Field Rep. Project No Page of Report No. AK 0895.06 1/2 33 1805136 th Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 9/17/19 Tuesday (425) 449-4704 (866) 366-8710 11:15 AM 1:00 PM DAILY FIELD REPORT Travel Time Weather _ 1.25 Hr. RT 60s°F, Rain Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By �2L Rino Construction Rod r Are approved Plans/Permits onsite F] YES F-1 NO Project No. Permit No. At the client's request, ESNW rep was onsite to observe and test sewer line backfill, vault excavation and earthwork activities. Sewer Line Backfill While onsite, rep observed contractor use a large excavator to excavate a sewer line (W5'xD7'). Rep observed contractor place an 8" PVC pipe at the toe of the trench. Rep observed contractor bedding the pipe in a 12" lift of 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.). Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Reference Maximum Fill Test Dry % of Test Number Test Location (Sewer Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve lbs./cu.ft. % lbs./cu.ft. Dry Density 30 See map for approximate location -4' 1 130.7 13.0 124.5 95 31 See map for approximate location -2' 1 130.7 11.9 124.8 96 32 See map for approximate location SG 1 130.7 12.5 123.9 95 At the client's request, ESNW rep was onsite to observe and test sewer line backfill, vault excavation and earthwork activities. Sewer Line Backfill While onsite, rep observed contractor use a large excavator to excavate a sewer line (W5'xD7'). Rep observed contractor place an 8" PVC pipe at the toe of the trench. Rep observed contractor bedding the pipe in a 12" lift of 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.). Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1:1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NWLLC Field Rep. Project No. Page of Report No. AK 0895.06 2/2 33 1805 1361h Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 11:15 AM 1:00 PM 9/17/19 Tuesday (425) 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 1.25 Hr. RT 6WF, Rain Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By Rino Construction Rod Are approved Plans/Permits onsite El YES F—] NO Project No. Permit No. I` ".:.. ..�..•r.�$+"a r - '`ice^-,. COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NWS« Field Rep. Project No. Page of Report No. AK 0895.06 1/1 34 s 1805 1360 Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 10:30 AM 11:00 AM 9/18/19 Wed (425) 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 1.25 Hr. RT _ 60s0F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Rino Construction Grading Foreman Rod Checked By * VV - Are approved Plans/Permits onsite DYES ❑ NO Project No. Permit No. At the client's request, ESNW rep was onsite to observe earthwork activities. While onsite, rep observed that due to weather conditions and the condition of the site that contractor had postponed earthwork activities. Contractor expressed plans to continue working onsite when conditions have improved. Contractor also expressed plans to work on erosion control throughout the site to prepare for the wet season which starts on October 1, 2019. Rep will return as needed to observe and test backfill of trench work. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE ❑ Earth Solutions NWLLC Field Rep. Project No. Page of Report No. AK 0895.06 1/1 35 1805 1361h Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 4494711 Bellevue, WA 98005 TOLL FREE: 11:45 AM 1:30 PM 9/19/19 Thursday (425) 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 1.25 Hr. RT 60s°F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By W,'9/V. Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Permit No. At the client's request, ESNW rep was onsite to observe water line backfill and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a trench in the southeast corner of the site for a water line. Contractor expressed plans to continue excavating trench. Earthwork Activities Rep observed that a baker tank was delivered. Rep observed contractor use two pumps to pump water from the stormwater vault excavation. Rep and contractor met with City of Renton inspector, Tom, to discuss erosion control plans moving forward before the wet season. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE ❑ Earth Solutions NWLLC Field Rep. Project No. Page of Report No. AK 0895.06 1/1 36 4 1805 136t1 Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 6iiilL(425) 11:30 AM 11:45 AM 9/20/19 Friday 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 1.25 Hr. RT 60s°F, Clear Project Name Job Location Client / Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC General Contractor General Contractor's Superintendent Received Onsite By Grading Contractor Grading Foreman Checked By q/ Rino Construction Rod Are approved Plans/Permits onsite ❑ YES F-1 NO Project No. Permit No. At the client's request, ESNW rep was onsite to observe earthwork activities. While onsite, rep observed that all the baker tanks were delivered. Contractor expressed plans to begin adding erosion control measures (BMPs) to the site. Contractor expressed the need to cover exposed slopes and begin covering exposed surface areas throughout the site. Rep observed contractor working on editing the SWPPP map for erosion control onsite. ESNW rep will return to observe earthwork activities when requested by client. Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE