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Home My WebLink About20190916145411.pdfi earth luno N1W" Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia ' l m ia, WA 98501 Attn: Mr. Duane Meyer Email: duane@accrete.build No. of Date: September 16, 2019 ESNW No.: ES- 895.06 Project: Weatherly inn Copies Date Description 1 9/9-9/13/19 Daily Field Report(s) # 27-31 Comments: Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136"' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 CC: 1: 2: 3: 4: 5: John Wilson Mark Richardson Jeff Brain Jennifer Vogele Jonathan Chavez ATTN: ATTN: ATTN: ATTN. ATTN-jchavez@rentonwa.gov johnw aarinocon.com rnarkgaccrete-build ieff@accrete.build jennifer2accrete.build Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136"' PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Grading Contractor Rino Construction Are approved Plans/Permits onsite Grading Foreman Rod El YES f-] NO Project No. Project No. Earth Solutious NWLLC eld AKd Rep. 0895.06 1/1 27 ' 71 = 1805 136" Place NE, FAX: Time On Site 11:00 AM Suite 201 (425) 449-4711 Monday Bellevue, WA 98005 TOLL FREE: 10:15 AM (425) 449-4704 (866) 366-8710 Travel Time DAILY FIELD REPORT _ 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA General Contractors Superintendent General Contractor Grading Contractor Rino Construction Are approved Plans/Permits onsite Grading Foreman Rod El YES f-] NO Project No. Project No. Page of Report No. 0895.06 1/1 27 Time Off Site Date Day of Week 11:00 AM 9/9/19 Monday Weather 60s°F, Rain Client / Owner RJ Development, LLC Received Onsite By Checked By (,q%)5 Permit No. At the client's request, ESNW rep was onsite to observe vault excavation and earthwork activities. Vault Excavation While onsite, 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. Earthwork Activities Rep observed contractor receiving sewer pipe and manhole deliveries. Rep met with pipe contractor onsite. Contractor expressed plans to begin pipe work tomorrow. Rep will return onsite to observe and test compaction of pipe backfill as needed. ESNW rep will return to observe earthwork activities when requested by client. 4-13 �_ Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE F1 Earth Solutions NW«C Field Rep Project No. Page of Report No. 0895.06 1/2 28 _AK Sol t 1805 136th Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 6iiiL Bellevue, WA 98005 TOLL FREE: 12:00 PM 1:45 PM 9/10/19 Tuesday (425) 449-4704 (866) 366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 70s°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 ✓4 9 JIy Rino Construction Rod fi Are approved Plans/Permits onsite 1-1 YES F-1 NO Project No. I 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 15 See map for approximate location 4 1 130.7 12.1 125.5 96 16 See map for approximate location -2' 1 1 1 130.7 12.4 124.3 1 95 17 See map for approximate location SG 1 1 1 130.7 10.8 123.9 1 95 71 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) Lu a near 7' vertical Lue, 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. Rep recommended contractor place plastic sheeting on all exposed slopes. 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 bArM Earth Solutions NWLLC Field Rep. AK 1805136 1h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 12:00 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA General Contractor General Contractors Superintendent Grading Contractor Grading Foreman w f Rino Construction Rod Are approved Plans/Permits onsite n YES ❑ NO Project No 1 46 Project No. Page of Report No. 0895.06 2/2 28 Time Off Site Date Day of Week 1:45 PM 9/10/19 Monday Weather 70s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. fr COPY TO: CONTINUED ON NEXT PAGE F] Earth Solutions NW«C Field Rep. Project No- Page of Report No. AK 0895.06 1/2 29 I I 1805 136" Place NE, FAX: Time On Site Time Off Site Date Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 9/11/19 Wed (425) 449-4704 (866) 366-8710 1:30 PM 3:30 PM DAILY FIELD REPORT Travel Time Weather _ 1.25 Hr. RT 70s°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 Rino Construction Are approved Plans/Permits onsite Grading Foreman Rod YES F-1 NO Project No. Test Test Location (Sewer Backfill) Number Checked By * 9%15 Permit No Reference Maximum Fill Test Dry % of Elevation Compaction Dry Density Moisture Density Maximum Curve lbs /cu.ft. % lbs./cu ft Dry Density 18 See map for approximate location 4 1 130.7 11.5 123.6 95 19 See map for approximate location -2' 1 130.7 12.2 124.2 95 20 See map for approximate location SG 1 130.7 11.3 123.5 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 " W t: is responsible for providing all safety measures in accordance with state and federal regulation. - Rep recommended contractor place plastic sheeting on all exposed slopes. 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 %F Grading Contractor Rino Construction Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Earth Solutions N'W«r eld Rep. AKdk 0895.06 2/2 29 60111 ions 1805 136" Place NE, FAX: Time On Site NWLLC Suite 201 (425) 449-4711 Wed Bellevue, WA 98005 TOLL FREE: 1:30 PM 70s°F, Clear (425) 449-4704 (866) 366-8710 Client / Owner DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA General Contractor General Contractors Superintendent Grading Contractor Rino Construction Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Page of Report No 0895.06 2/2 29 Time Off Site Date Day of Week 3:30 PM 9/11/19 Wed Weather 70s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Project No. Permit No COPY TO: CONTINUED ON NEXT PAGE ❑ Earth Solutions NW«C Field Rep AK Solutions 1805 136" Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 9:30 AM Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction DAILY FIELD REPORT Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. Project No Page of Report No. 0895.06 1/2 30 Time Off Site Date Day of Week 11:15 AM 9/12/19 Thursday Weather 70s°F, Clear Client / Owner RJ Development, LLC Received Onsite By j Checked By Permit No. Test Reference Maximum Fill Test Dry % of Number Test Location (Sewer Backfill) Elevation Compaction Dry Density Moisture Density Maximum Curve I lbs./cu.ft. I % lbs./cu.ft. Dry Density 21 See map for approximate location 4 1 130.7 12.1 123.9 95 22 See map for approximate location .2' 1 130.7 11.4 124.0 95 23 See map for approximate location SG 1 130.7 11.7 124.3 95 F he client's request, ESNW rep was onsite to observe and test sewer line backfill, vault excavation and earthwork ivities. 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. Rep used a '/" steel t -probe and observed that the vault excavation subgrade was very dense, firm, unyielding, and suitable for support of the proposed vault slab. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep recommended contractor place plastic sheeting on all exposed slopes. 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 21522 23 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«� Field Rep. Project No. Page of Report No. AK 0895.06 2/2 30 I 1805136 1h Place NE, FAX: Time On Site Time Off Site I Date Day of Week 6L Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 9:30 AM 11:15 AM 9/12/19 Thursday (425)449-4704 (866)366-8710 DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 70s°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 Rino Construction Rod I Are approved Plans/Permits onsite ❑ YES F-1 NO Project No. Permit No. 21522 23 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions NW«� Field Rep. Project No. Page of Report No. AK 0895.06 1/2 31 Solutions 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: 12:15 PM 2:00 PM 9/13/19 Friday (425) 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 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's Superintendent Grading Foreman General Contractor Received Onsite By Grading Contractor Checked By L* OV, s 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 24 See map for approximate location 4 1 130.7 11.4 124.2 95 25 See map for approximate location -2' 1 130.7 12.8 124.7 95 26 See map for approximate location SG 1 130.7 11.5 123.8 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 repwill return to observe earthwork activities when requested by client. 1 Andrew Kimn, Field Technician, 206-430-9183 L COPY TO: CONTINUED ON NEXT PAGE RC: Eam-111 Earth SolutiouS NW«C AK Rep I F 1805 136"' Place NE, FAX: Time On Site NWLLc Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 12:15 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Job Location Weatherly Inn 4500 Talbot Rd. S., Renton, WA General Contractor General Contractors Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite F1 YES ❑ NO Project No. Project No. Page of Report No. 0895.06 2/2 31 _ Day of Week Time Off Site Date 2:00 PM 9/13/19 Friday Weather 60s°F, Overcast Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. COPY TO: CONTINUED ON NEXT PAGE ❑