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Home My WebLink About0895.06 DFR 16-22.pdfEarth Solutions NW«c Field Rep. Project No. TSH, ACH 0895.06 1 1805 13611 Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 Time On Site Time Off Site 12:00 12:45 (425) 449-4704 3:00 3:15 DAILY FIELD REPORT Travel Time 1.25RT x2 Page 1 of 1 Report No. 14 Date Day of Week 8/22/2019 Weather 76°F. Clear Thursday 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 t+ Rino Construction Are approved Plans/Permits onsite ® YES F NO Project No. Permit No. As requested, ESNW representative was on site to continue observation of vault excavation slope stability in addition to observing and documenting cut rockery progress. While onsite, ESNW rep observed the following: Excavation Slope Observation: ESNW rep arrived onsite to perform the daily observations for the over -steepened vault excavation in the center area of the Weatherly Inn development. The excavation was observed to be stable in the current condition and configuration, suitable for work to be conducted within the excavation. ESNW rep observed the excavation to be stable in its current configuration. It is recommended that the contractor inform ESNW if any changes in the slope conditions occur. It is the responsibility of the contractor to perform all necessary safety measures in accordance with state and federal regulations. ESNW rep will return daily to observe the condition of the temporarily over -steepened vault excavations and document site activities. Rockery Observation: ESNW rep observed that the rockery contractor was continuing installation of the cut rockeries in the south perimeter of the development. ESNW rep observed the contractors to have installed - - a 4" perforated PVC drainpipe at the base of the rockery, and that backfill consisted of 100% clean 24" quarry spalls (pictured to the - right). ESNW rep will return to continue observation of rockery installation progress. F ESNW rep will return as requested. Trevor Healy, G.I.T. Senior Field Technician (206)-945-3345 COPY TO: x4+ 'M . o too�r r,�,,,: �. •V` L F,i- : Photo ofcut rockery installation, south perimeter ofdei,elopment. CONTINUED ON NEXT PAGE Earth Earth Solutions Mu S011111floffills 1805 136'h Place NE, FAX: Suite 201 (425) 449-4711 Bellevue, WA 98005 (425) 449-4704 DAILY FIELD REPORT Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Field Rep, Project No. Page 1 of 1 Report No. TSH 0895.06 %-7 Time On Site Time Off Site Date Day of Week 12:15 12:45 8/23/2019 Friday Travel Time 1.25RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Weather 80°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By W 9 2 Are approved Plans/Permits onsite ® YES ❑ NO Project No. Permit No As requested, ESNW representative was on site to continue observation of vault excavation slope stability in addition to observing and documenting cut rockery progress. While onsite, ESNW rep observed the following: Excavation Slope Observation_ ESNW rep arrived onsite to perform the daily observations for the over -steepened vault excavation in the center area of the Weatherly Inn development. The excavation was observed to be stable in the current condition and configuration, suitable for work to be conducted within the excavation. ESNW rep observed the excavation to be stable in its current configuration. It is recommended that the contractor inform ESNW if any changes in the slope conditions occur. It is the responsibility of the contractor to perform all necessary safety measures in accordance with state and federal regulations. ESNW rep will return daily to observe the condition of the temporarily over -steepened vault excavations and document site activities. Rockery Observation: ESNW rep observed that the rockery contractor was continuing installation of the cut rockeries in the south perimeter of the development. ESNW rep observed the contractors to have installed a 4" perforated PVC drainpipe at the base of the rockery, and that backfill consisted of 100% clean 24" quarry spalls (pictured to the right). ESNW rep will return to continue observation of rockery installation progress. ESNW rep will return as requested_ Trevor Healy, G.I.T. Senior Field Technicia (206)-945-3345 2 COPY TO: CONTINUED ON NEXT PAGE E ailill Earth Solutions NW«C kL istWfi1805 136`h Place NE. Suite 201 (425) 449 4711 Bellevue, WA 98005 (425 (425)449-4704 DAILY FIELD REPORT Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Are approved Plans/Permits onsite Field Rep. Project No. Page 1 of 1 TSH 0895.06 Time On Site Time Off Site Date 11:30 12:00 8/26/2019 Travel Time 1.25RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman ® YES ❑ NO Project No. Weather 80°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. Report No. Is Day of Week Monday As requested, ESNW representative was on site to continue observation of vault excavation slope stability in addition to observing and documenting cut rockery progress. While onsite, ESNW rep observed the following: Excavation Slope Observation: ESNW rep arrived onsite to perform the daily observations for the over -steepened vault excavation in the center area of the Weatherly Inn development. The excavation was observed to be stable in the current condition and configuration, suitable for work to be conducted within the excavation. ESNW rep observed the excavation to be stable in its current configuration. It is recommended that the contractor inform ESNW if any changes in the slope conditions occur. It is the responsibility of the contractor to perform all necessary safety measures in accordance with state and federal regulations. ESNW rep will return daily to observe the condition of the temporarily over -steepened vault excavations and document site activities. Rockery Observation: ESNW rep observed that the rockery contractor was continuing installation of the cut rockeries in the south perimeter of the development. ESNW rep observed the contractors to have installed a 4" perforated PVC drainpipe at the base of the rockery, and that backfill consisted of 100% clean 24" quarry spalls (pictured to the right). ESNW rep will return to continue observation of rockery installation progress.... ESNW rep will return as requested. Trevor Healy, G.I.T. Senior Field Technician (206)-945-3345 COPY TO: CONTINUED ON NEXT PAGE Earth Solutions N1N«c Field Rep. AK salutiol 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 12:15 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn General Contractor I Grading Contractor IRino Construction f Are approved Plans/Permits onsite I Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod YES ❑ NO Project No Project No Page of Report No, 0895.06 1 /1 141 Time Off Site fate Day of Week 1:15 PM I rQ7119 Tuesday Weather 70s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. 7 At the client's request, ESNW rep was onsite to observe vault excavation and earthwork activities. Vault Excavation While onsite, rep observed contractor use a large excavator excavate the vault. Rep observed over -steepened slopes (H:V 3:1) at the north, south, east, and west perimeters of the excavation. 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 use a large dozer, a large excavator, and several haul trucks to excavate material from site. Rep observed contractor exporting material offsite. ESNW rep will return to observe earthwork activities when requested by client. I Andrew Kimn, Field Technician, 206-430-9183 LCOPY TO: CONTINUED ON NEXT PAGE u Earth Solutions NWLLc Field Rep. Project No Page 1 of 2 Report No. AK 0895.06 19a 1805 — 1361" Place N E , Suite 201, Time On Site Time Off Site Date Day of Week Bellevue, WA 98005 Phone (425) 449-4704 FAX (425) 449-4711 11:45 AM 12:15 PM 8/27/19 Tuesday CONSTRUCTION STORMWATER NPDES Permit No. GENERAL PERMIT - FIELD REPORT Project Name Job Location ent /Owner Weather) Inn 4500 Talbot Rd. S., Renton Development, LLC 7RJ Erosion Control BMPs Overall Condition Need Repair (13 Elements) G= Good F=Fair Y= Yes N=No Comments P=Poor 1. Preserve Vegetation/Mark Clearing Limits • Buffer Zones Around Sensitive Areas G N Silt fence working as intended • Silt Fence 2. Establish Construction Access • Fabric/Quarry Spalls G N Sweep roadway when soil is seen on surface, • Wheel Wash replenish quarry spalls as needed • Sweeper Truck 3. Control Flow Rates • Stormwater Vault/Facility F N Add check dams and straw wattles as needed to • Straw Wattles slow stormwater onsite • Check Dams 4. Install Sediment Controls • Silt Fence • Straw Bale Barriers • Vegetation G N Add straw as needed throughout the site, 2" • Straw minimum • Sediment Ponds/Traps/Filters • Chemical Treatment 5. Stabilize Soils • Nets and Blankets ■ Mulch / Bark / Rock • Hydroseeding / Grass • Plastic Sheeting G N • Stabilize Stockpiles • Stockpiles • PAM • Water Truck 6. Protect Slopes • Benching / Track Walking • Pipe Slope Drains • Plastic Sheeting / Anchors (1) 7. Protect Drain Inlets • Catch Basin Inserts • Gutter / Road 8. Stabilize Channels and Outlets • Channel Lining • Check Dam • Outlet Protection • Nets and Blankets 9. Control Pollutants • Chemical Storage Area Covered • Concrete Handling 10. Control De -Watering 11. Maintain BMPs 12. Manage the Project • Maintain SWPPP / Site Log Book_ 13. Protect Low Impact Development (LID BMPs) • Bioretention Rain Garden Facilities • Permeable Pavement G I N G N CB inserts working as intended N/A N/A N/A WG'�►ll:�L/a N/A N/A N/A G N See recommended notes G N Available upon request N/A I N/A I N/A Field Rep NPDES Permit No. D AK WPM. 36-)gk.a 2 8/2 ate Project No. Page 2 of 2 Report No 7/19 0895.06 19a Monitoring and Records / Recommendations? Will existing BMPs need to be modified or removed, or other BMPs installed? If YES, list the action items to be completed on the following table: ❑ YES ® NO Actions / Recommendations To Be Completed Completed Y or N Initials / Date If Complete) Sweep site entrance when soil is seen on roadway Ongoing Ongoing Add 2" straw throughout the site over exposed soils as needed Ongoing Ongoing Add straw wattles and/or check dams throughout site as needed to slow stormwater Ongoing Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Ongoing Describe Current Weather Conditions: 70sO F, Clear Approximate amount of precipitation since last inspection. 0.38 inches Approximate amount of precipitation in the last 24 hours: 0.00 inches Was water quality sampling part of this inspection? ❑ YES ® NO If YES, record results in the table below: Describe below the discharging stormwater, if present. Note the presence of suspended sediment, "cloudiness", discoloration, or oil sheen. N/A Turbidity Meter Used: Hanna Meter # 15 Monitor Location Turbidity (NTUs) pH Notes • Is the site in compliance with the SWPPP and the permit requirements? ® YES ❑NO • If NO, indicate tasks necessary to bring site into compliance on the "Actions To Be Completed" table above, and include dates each job will be completed • If NO, has the non-compliance been report to Dept. of Ecology? ❑ YES ❑ NO • If NO, should the SWPPP be modified? ❑ YES ❑ NO Sign the following certificate: "I certify that this report is true, accurate, and complete, to the best of my knowledge and belief." By: (Print/Sign) Andrew Kimn _ CESCL Certification Number: CESCL-EF8182309� Inspection completed on: (Date) 8/27/19 Solutions NINLLC Field Rep 'Earth AK 0 1805 136" Place NE, FAX: Time On Site NWLLC 6iiilL Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: 2:15 PM (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 Grading Foreman Rino Construction Rod Are approved Plans/Permits onsite L 1 YES NO Project No Project No. Page of I Report No. 0895.06 1 /1 T_.a Time Off Site Date Day of Week 2:45 PM 8128/19 Wed Weather 80s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By 0,It Permit No. At the client's request, ESNW rep was onsite to observe vault excavation and earthwork activities. Vault Excavation While onsite, rep observed that contractor had left the site prior to arrival. Rep observed over -steepened slopes (H:V 3:1) at the north, south, east, and west perimeters of the excavation. 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 NW«C Field Rep AK 6 = 1805 136" Place NE, FAX: Time On Site Suite 201 (425) 449-4711 Bellevue, WA 98005 TOLL FREE: (425) 449-4704 (866) 366-8710 1:00 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 Rino Construction Grading Foreman Rod ......... _ 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 acc ordance with state and federal'. regulation.IF Gp: Rep used a'/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" t ati '- 1 _ slab. ESNW rep will return to observe earthwork activities when requested by client. Project No. Page of I Report No. 0895.06 1/1 1.I Time Off Site Date Day of Week 1:45 PM 8/29/19 Thursday Weather 70s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Andrew Kimn, Field Technician, 206-430-9183 COPY TO: ............. Checked By /2 CONTINUED ON NEXT PAGE 11 Earth Solutions NWLLC t ioll 1805 136" Place NE, FAX: Suite 201 (425) 449-4711 6iiil_ 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. AK Time On Site 12:45 PM Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent I Grading Foreman Rod Are approved Plans/Permits onsite ❑ YES ❑ NO Project No Project No. Page of Report No. 0895.06 1 /1 Il- Time Off Site Date Day of Week 1:45 PM 8/30/19 Friday Weather 70s°F, Overcast Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. q�2 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 recommended that contractor place plastic sheeting over exposed slopes. ESNW rep will return to observe earthwork activities when requested by client. 4-1-1 �_ Andrew Kimn, Field Technician, 206-430-9183 COPY TO: CONTINUED ON NEXT PAGE