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Home My WebLink About0895.06 DFR 56-60.pdfTo rth molution Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Development _ Date: October 28, 2019 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 Uopres uate uescri tion 1 1 10/21-10/25/19 1 Dailv Field Report(s) # 56-60 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark(a accrete.build 3: Jeff Brain ATTN: 9eff accrete. build 4: Jennifer Vogele _ ATTN: Jennifer@acerete.build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 — 136th PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 Earth Solutions NW«C FielRep. AK t 1805 136`h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 1:30 PM (425)449-4704 (866)366-8710 DAILY FIELD REPORT [Travel Time 1.25 Hr. RT Project Name Weatherly Inn General Contractor Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction Rod Project No. Page of Report No. 0895.06 1 /1 56 Time Off Site Date Day of Week 2:00 PM 10/21/19 Monday Weather 50s°F, Rain Client / Owner RJ Development, LLC Received Onsite By Checked By L �7:7 Are approved Plans/Permits onsite ❑ YES ❑ NO Project No Permit No i f At the client's request, ESNW rep was onsite to observe vault excavation and earthwork activities. 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 smuthm NWac Project Name Weatherly Inn General Contractor I Grading Contractor Rino Construction I Earth Solutions NWLLC 1805 136`h Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 DAILY FIELD REPORT Field Rep AK Time On Site 12:30 PM; 3:15 PM Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Project No I Page of Report No. 0895.06 1 /1 57 Time Off Site Date Day of Week 1:30 PM; 10/22/19 Tuesday 3:45 PM Weather 50s°F, Rain Client / Owner RJ Development, LLC Received Onsite By Checked By Are approved Plans/Permits onsite ❑ YES ❑ NO Project No Permit No At the client's request, ESNW rep was onsite to observe lock and load wall excavation, vault excavation and earthwork activities. Lock and Load Wall Excavation While onsite, rep observed contractor excavating the temporary berm material that was placed previously along the south slope cuts for site safety. Rep observed contractor use two large excavators to excavate material """` from the slope. Contractor expressed plans to continue �_ • '�' excavating material throughout the week. Rep recommended placing plastic and covering the exposed r cuts. Due to design, water line will be placed —3'-4' from the face of the bottom of the lock and load wall. Due to the t- space constraints, ESNW recommended that contractor _ backfill the water line with controlled density fill to increase ,:... c : stability near the south site slopes, lock and load wall, and � •-��' --� - general subgrade. Vault Excavation �,r=. ,_ _ • a•.i"~:... 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. 4-1-1 �_ Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth solutions Nwur Project Name Earth SoiutiOlIS NW«C 1805 136`h Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 DAILY FIELD REPORT Job Location Field Rep. Project No. Page of Report No. AK 0895.06 1 /1 58 Time On Site Time Off Site Date Day of Week 10:45 AM 12:00 PM 10/23/19 Wed Travel Time Weather 1.25 Hr. RT 50s°F, Clear Client / Owner Weatherly Inn_ 4500 Talbot Rd. S., Renton, WA General Contractor General Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No 4 RI Development, LLC Received Onsite By Checked By Permit No At the client's request, ESNW rep was onsite to observe lock and load wall excavation, storm water discharge, vault excavation and earthwork activities. Lock and Load Wall Excavation While onsite, rep observed contractor excavating the temporary berm material that was placed previously along the south slope cuts for site safety. Rep observed contractor use a large excavator to excavate material from the slope. Contractor expressed plans to continue excavating material throughout the week. Rep recommended placing plastic and covering the exposed cuts. Due to design, water line will be placed —3'-4' from the face of the bottom of the lock and load wall. Due to the space constraints, ESNW recommended that contractor backfill the water line with controlled density fill to increase stability near the south site slopes, lock and load wall, and general subgrade. Storm Water Discharge While onsite, 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. 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. f Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Earth solutions NWt� Earth Solutions NW«C 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 Field Rep Project No. Page of AK 0895.06 1 /1 Time On Site Time Off Site Date 10:45 AM 11:45 AM 10/24/19 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 Weather 50s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Report No, 59 Day of Week Thursday Grading Contractor Grading Foreman Checked By 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 lock and load wall excavation, storm water discharge, vault I excavation and earthwork activities. Lock and Load Wall Excavation While onsite, rep observed contractor excavating the temporary berm material that was placed previously along the south slope cuts for site safety. Rep observed contractor use a large excavator to excavate material from the slope. Contractor expressed plans to continue excavating material throughout the week. Rep recommended placing plastic and covering the exposed cuts. Due to design, water line will be placed —3'-4' from the face of the bottom of the lock and load wall. Due to the space constraints, ESNW recommended that contractor backfill the water line with controlled density fill to increase stability near the south site slopes, lock and load wall, and general subgrade. Storm Water Discharge While onsite, 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. 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. I Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAG Earth Solutions NW«C Field Rep. LL� 6AK t 1805 136`h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 12:30 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 Contractor's Superintendent Grading Contractor Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite YES ❑ NO Project No Project No. Page of 0895.06 1 /1 Time Off Site Date 12:45 PM 10/25/19 Weather 50s°F, Rain Report No. 60 Day of Week Friday Client / Owner RJ Development, LLC _ Received Onsite By Checked By 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. ESNW rep will return to observe earthwork activities when requested by client. 4_" Andrew Kimn, Senior Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE