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Home My WebLink About0895.06 DFR 23-26.pdfa�ti �. 4 .;` = To Earth Solutions NW, LLC LETTER OF TRANSMITTAL RJ Develo meat Date: She tember 9, 2019 401 Central Street SE ESNW No.: ES- 895.06 Tr Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane accrete.build No. of Copies Date Description 1 9/3-9/6/19 Daily Field Report(s) # 23-26 Comments: CC: 1: 2: 3: 4: 5: John Wilson Mark Richardson Jeff Brain Jennifer Vo ele Jonathan Chavez ATTN: ATTN: ATTN: ATTN: ATTN: _ iohnw rinocon.com ` mark@accrete.build _ Jeff accrete.build Jennifer@accrete. build lchavez rentonwa.gov 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 Earth Solutions NW«C Field Rep AK a i I I 1805 136`h Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 3:00 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 Contractors Superintendent Grading Contractor Grading Foreman Rino Construction Rod Project No. , Page of Report No. 0895.06 1 /1 23 Time Off Site Date Day of Week 3:30 PM 9/3/19 Tuesday Weather 70s°F, Clear 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 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. Rep used a '/" steel t-probe and observed the subgrade of the stormwater vault excavation to be very dense, firm, unyielding, and suitable for support of the proposed vault slab. Rep observed that contractor had placed plastic sheeting over exposed slopes in the south and east perimeters of the excavation. Rep recommended that contractor place sheeting over all exposed slopes in the excavation. 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 NW«C Field Rep. Project No. Page of AK 0895.06 1/1 I I 1805 136" Place NE, FAX: Date Time On Site Time Off Site Report No. 24 Day of Week Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 12:15 PM 12:45 PM 9/4/19 Wed (425) 449-4704 (866) 366-8710 Travel Time Weather DAILY FIELD REPORT 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 ❑ NO Project No Checked By �q'$ 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 a -' regulation. Rep used a 1/2" steel t-probe and observed the subgrade of the stormwater vault excavation to be very dense, firm, unyielding, and suitable for support of the proposed vault 4 _171Y slab. Rep observed that contractor had placed plastic sheeting over exposed slopes in the south and east perimeters of the excavation. Rep recommended that r! - contractor place sheeting over all exposed slopes in the excavation. 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 bAIRM, Earth Solutions NWLLC Field Rep. AK 1' 1805 1361' Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 11:45 AM (425) 449-4704 (866) 366-8710 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 Rino Construction Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES n NO Project No. Project No. Page of Report No. 0895.06 1 /1 25 Time Off Site Date Day of Week 12:15 PM 9/5/19 Thursday Weather 80s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By LA, q/g 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. Rep used a 1/" steel t-probe and observed the subgrade of the stormwater vault excavation to be very dense, firm, unyielding, and suitable for support of the proposed vault slab. Rep observed that contractor had placed plastic sheeting over exposed slopes in the south and east perimeters of the excavation. Rep recommended that contractor place sheeting over all exposed slopes in the excavation. Earthwork Activities Rep observed contractor use a large excavator to place material along the south perimeter of the site to create a 1:1 (H:V) slope. ESNW rep will return to observe earthwork activities when requested by client. 4-J-1 �_ Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE Ll Earth Solutions NWIL« t 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425)449-4704 (866)366-8710 DAILY FIELD REPORT Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Field Rep. Project No. 1 Page of Report No AK 0895.06 1/1 26 Time On Site Time Off Site Date Day of Week 11:00 AM 11:30 AM 9/6/19 Friday Travel Time Weather 1.25 Hr. RT 80s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By W1A Are approved Plans/Permits onsite ❑ YES ❑ NO Project No. 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. Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Rep used a '/" steel t-probe and observed the subgrade of the stormwater vault excavation to be very dense, firm, unyielding, and suitable for support of the proposed vault slab. Rep observed that contractor had placed plastic sheeting over exposed slopes in the south and east perimeters of the excavation. Rep recommended that contractor place sheeting over all exposed slopes in the excavation. ESNW rep will return to observe earthwork activities when requested by client. I Andrew Kimn, Field Technician, 206-43( COPY TO: CONTINUED ON NEXT PAGE ❑