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Home My WebLink About0895.06 DFR 1-179.pdfEarth Solutions NWLLc 15365 NE 90'h Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT - FIELD REPORT ESNWRep. AK Time On Site 11:30 AM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Erosion Control BMPs Overall Needs (13 Elements) Condition Repair? (§ood; fair; foor)(Yes; No) 1. Preserve Vegetation; Mark Clearing Limits • Buffer Zones around Sensitive Areas G N •Silt Fence 2.Establish Construction Access • Fabric; Quarry Spalls G N • Wheel Wash •Sweeper Truck 3.Control Flow Rates • Stormwater Vault or Facility G N •Straw Wattles •Check Dams 4.Install Sediment Controls • Silt Fence • Straw Bale Barriers • Vegetation • Straw G N • Sediment Ponds, Traps & Filters • Treatment • Sediment Pond (Temp. or Perm.) • Water Truck 5. Stabilize Soils • Nets & Blankets • Mulch, Bark & Rock • Hydroseeding; Grass G N • Plastic Sheeting • Straw Stockpiles • Stockpiles • PAM 6. Protect Slopes G N • Benching; Track-Walking • Pipe Slope Drains • Plastic Sheeting; Anchors 7. Protect Drain Inlets • Catch Basin Inserts G N • Gutter; Road 8. Stabilize Channels and Outlets N/A N/A • Channel Lining • Check Dam • Outlet Protection • Nets and Blankets 9.Control Pollutants N/A N/A • Chemical Storage Area Covered • Concrete Handling 10.Control Dewatering N/A N/A 11. Maintain BMPs G N 12.Maintain SWPPP & Site Logbook G N 13.Protect Low-Impact Development (LID BMPs) • Bioretenlion Rain Garden Facilities • Permeable Pavement N/A N/A 0895.06 Page Report No. 1 of 2 134 Time Off Site Date Day of Week 11:45 AM 2/18/20 Tuesday Reviewed �� I RJ Development, LLC Comments Silt fence working as intended Sweep roadway when soil is seen on surface, replenish quarry spalls as needed Add check dams and straw wattles as needed to slow stormwater onsite Add straw as needed throughout the site, 2" minimum CB inserts working as intended N/A N/A N/A See recommended notes Available upon request N/A Earth Solutions I\IWu_c 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT -FIELD REPORT ESNWRep. AK Time On Site 11:30 AM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Monitoring, Records & Recommendations 0895.06 Page 2 of 2 Time Off Site Date 11:45 AM 2/18/20 Reviewed I RJ Development, LLC Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? □Yes @No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Qngoing) Sweep site entrance when soil is seen on roadway Ongoing Add 2" straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: 40s° F. Clear Precipitation since last inspection (approximate): 0.19 ___ inches Precipitation in the last 24 hours (approximate): 0.00 inches Was water quality sampling part of this inspection? □Yes @ No lf"Yes": • Record results in the table below. Report No. 134 Day of Week Tuesday Date (If Completed) •Characterize the stormwater discharge, e.g., the presence of suspended sediment, "cloudiness", discoloration, or oil sheen, if present: N/A •Hanna Turbidity Meter# Monitoring Location Turbidity pH Notes (NTU) Is the site in compliance with the SWPPP and the permit requirements? @Yes □No lf "No": •Indicate the tasks necessary to bring the site into compliance in the table above. •Has the non-compliance been reported to the Department of Ecology?□Yes □No •Should the SWPPP be modified?□Yes □No �f-"This report is true, accurate, and complete to the best of my knowledge and belief." Inspector Name: Andrew Kimn CESCL Number: CESCL-EF8183912 Inspection Date: 2/18/20 I i Earth Solutions NWuc 15365 NE 90 11, Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 11:45 AM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 12:00 PM Page 1/1 Date 2/18/20 Weather 40s°F, Clear Client/Owner Report No. 134A Day of Week Tuesday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Field Supervisor LAC Project Manager Ray Permit No. Reviewett. i-)Vi Reviewed At the client's request, ESNW rep was onsite to observe or test cut slopes, test pH of stormwater, footing excavations and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1 :1 (H:V). Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 12.23 in a baker tank. Rep observed that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite at a 6.5 pH. Footings Excavations Rep observed contractor use a medium sized excavator to excavate and the building footings. Rep recommended and observed that contractor was over-excavating footings ~4" from designed footing grade. Rep observed contractor backfill the over-excavation with a 3"-4" lift of 1 ¼" minus crushed rock for the footing subgrade to increase stability during wall construction. Along the base of the footings, rep observed contractor install miradrain, 6" perforated pipe along the footings, and embed the pipe in a 12" lift of 2" wash rock. ESNW rep will return to observe earthwork activities when requested by client �t- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWA TER GENERAL PERMIT -FIELD REPORT ESNW Rep. AK Time On Site 12:45 PM WAR-307963 Project Name j 4500 Talbot Rd. S., Renton Weatherly Inn Erosion Control BMPs Overall Needs (13 Elements) Condition Repair? (Qood; fair; foor) (.Yes; tJ_o) 1. Preserve Vegetation; Mark Clearing Limits • Buffer Zones around Sensitive Areas G N •Silt Fence 2. Establish Construction Access . Fabric; Quarry Spalls G N • Wheel Wash •Sweeper Truck 3. Control Flow Rates • Stormwater Vault or Facility G N •Straw Wattles •Check Dams 4. Install Sediment Controls • Silt Fence • Straw Bale Barriers • Vegetation • Straw G N • Sediment Ponds, Traps & Filters • Treatment • Sediment Pond (Temp. or Perm.) • Water Truck 5. Stabilize Soils • Nets & Blankets • Mulch, Bark & Rock • Hydroseeding; Grass G N • Plastic Sheeting • Straw Stockpiles • Stockpiles • PAM 6. Protect Slopes G N • Benching; Track-Walking • Pipe Slope Drains • Plastic Sheeting; Anchors 7. Protect Drain Inlets • Catch Basin Inserts G N • Gutter: Road 8. Stabilize Channels and Outlets N/A N/A • Channel Lining • Check Dam • Outlet Protection • Nets and Blankets 9. Control Pollutants N/A N/A • Chemical Storage Area Covered • Concrete Handling 10. Control Dewatering N/A N/A 11. Maintain BMPs G N 12. Maintain SWPPP & Site Logbook G N 13.Protect Low-Impact Development (LID BMPs) • Bioretention Rain Garden Facilities • Permeable Pavement N/A NIA 0895.06 Page Report No. 1 of 2 138a Time Off Site Date Day of Week 1 :15 PM 2/24/20 Monday Reviewe�� J RJ Development, LLC Comments Silt fence working as intended Sweep roadway when soil is seen on surface, replenish quarry spalls as needed Add check dams and straw wattles as needed to slow stormwater onsite Add straw as needed throughout the site, 2" minimum CB inserts working as intended N/A N/A N/A See recommended notes Available upon request N/A Earth Solutions I\IWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT - FIELD REPORT ESNW Rep. AK Time On Site 12:45 PM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Monitoring, Records & Recommendations 0895.06 Page 2 of 2 Time Off Site Date 1:15 PM 2/24/20 Reviewed I RJ Development, LLC Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? D Yes @No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Qngoing) Sweep site entrance when soil is seen on roadway Ongoing Add 2" straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: 40s° F Clear Precipitation since last inspection (approximate): 0.00 ___ inches Precipitation in the last 24 hours (approximate): 0.00 inches Was water quality sampling part of this inspection? D Yes @No If "Yes": • Record results in the table below, Report No. 138a Day of Week Monday Date (If Completed) • Characterize the stormwater discharge, e.g., the presence of suspended sediment, "cloudiness", discoloration, or oil sheen, if present: N/A • Hanna Turbidity Meter# Monitoring Location Turbidity pH Notes (NTU) Is the site in compliance with the SWPPP and the permit requirements? 0 Yes □No lf"No": • Indicate the tasks necessary to bring the site into compliance in the table above. • Has the non-compliance been reported to the Department of Ecology?D Yes □No • Should the SWPPP be modified?D Yes D No �f-"This report is true, accurate, and complete to the best of my knowledge and belief." lnsoector Name: Andrew Kimn CESCL Number: CESCL-EF8183912 Inspection Date: 2/24/20 I Earth Solutions NWu_c 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK, TSH Time On Site 11:45 AM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:00 PM Page 1/1 Date 3/2/20 Weather 40s°F, Rain ClienUOwner Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Field Supervisor LAC Project Manager 5�{2. Permit No. Report No. 143 Day of Week Monday the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, test pH of stormwater and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1: 1 (H:V). Wall Backfill with Cement Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep will return to observe and test the compaction of the wall backfill as needed. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 9.46 NTU and a pH of 6.5. Rep observed that pH level was contained onsite at 6.5 pH. ESNW rep will return to observe earthwork activities when requested by client �f- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNW Rep. AK, Time On Site 1:15 PM Travel Time 1.25 Hr. RT Project No. Page Report No. 0895.06 1/1 144 Time Off Site Date Day of Week 1:30 PM 3/3/20 Tuesday Weather 40s°F, Overcast Client/Owner Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Field Supervisor LAC Reviewi.t-., / oi. Project Manager s�� Permit No. the client's request, ESNW rep was onsite to observe or test cut slopes, footing excavations and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1 :1 (H:V). Footings Excavations Rep observed contractor use a medium sized excavator to excavate and the building footings. Rep recommended and observed that contractor was over-excavating footings ~4" from designed footing grade. Rep observed contractor backfill the over-excavation with a 3"-4" lift of 1 ¼" minus crushed rock for the footing subgrade to increase stability during wall construction. Rep used a ½" steel t-probe and observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed footings. ESNW rep will return to observe earthwork activities when requested by client �f- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT - FIELD REPORT ESNW Rep. AK Time On Site 1:00 PM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Erosion Control BMPs Overall Needs (13 Elements) Condition Repair? (Qood; fair; foor) (Yes;No) 1. Preserve Vegetation; Mark Clearing Limits • Buffer Zones around Sensitive Areas G N •Silt Fence 2.Establish Construction Access. Fabric; Quarry Spalls • Wheel Wash G N • Sweeper Truck 3.Control Flow Rates • Stormwater Vault or Facility G N •Straw Wattles •Check Dams 4. Install Sediment Controls • Sill Fence • Straw Bale Barriers • Vegetation • Straw G N • Sediment Ponds, Traps & Filters • Treatment • Sediment Pond (Temp. or Perm.) • Water Truck 5. Stabilize Soils • Nets & Blankets • Mulch, Bark & Rock • Hydroseeding; Grass G N • Plastic Sheeting • Straw Stockpiles • Stockpiles • PAM 6. Protect Slopes G N • Benching; Track-Walking • Pipe Slope Drains • Plastic Sheeting; Anchors 7. Protect Drain Inlets • Catch Basin Inserts G N • Gutter; Road 8. Stabilize Channels and Outlets N/A N/A • Channel Lining • Check Dam • Outlet Protection • Nets and Blankets 9. Control Pollutants N/A N/A • Chemical Storage Area Covered • Concrete Handling 10. Control Dewatering N/A N/A 11. Maintain BMPs G N 12. Maintain SWPPP & Site Logbook G N 13. Protect Low-Impact Development (LID BMPs) • Bioretention Rain Garden Facilities • Permeable Pavement N/A N/A 0895.06 Page Report No. 1 of 2 144a Time Off Site Date Day of Week 1:15 PM 3/3/20 Tuesday Reviewed e3l4' I RJ Development, LLC I Comments Silt fence working as intended Sweep roadway when soil is seen on surface, replenish quarry spalls as needed Add check dams and straw wattles as needed to slow stormwater onsite Add straw as needed throughout the site, 2" minimum CB inserts working as intended N/A N/A N/A See recommended notes Available upon request N/A Earth Solutions I\IWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWA TER GENERAL PERMIT -FIELD REPORT ESNW Rep. AK Time On Site 1:00 PM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Monitoring, Records & Recommendations 0895.06 Page 2 of 2 Time Off Site Date 1 :15 PM 3/3/20 Reviewed I RJ Development, LLC Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? D Yes 0No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Qngoing) Sweep site entrance when soil is seen on roadway Ongoing Add 2" straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: 4Q§° F, QverQast Precipitation since last inspection (approximate): 0.54 ___ inches Precipitation in the last 24 hours (approximate): 0.12 inches Was water quality sampling part of this inspection? D Yes lt'.fNo If "Yes": • Record results in the table below. Report No. 144a Day of Week Tuesday Date (If Completed) • Characterize the stormwater discharge, e.g., the presence of suspended sediment, "cloudiness", discoloration, or oil sheen, if present: NIA • Hanna Turbidity Meter# Monitoring Location Turbidity pH Notes (NTU) Is the site in compliance with the SWPPP and the permit requirements? 0Yes □No lf"No": • Indicate the tasks necessary to bring the site into compliance in the table above. • Has the non-compliance been reported to the Department of Ecology?D Yes □No • Should the SWPPP be modified?D Yes □No �f-"This report is true, accurate, and complete to the best of my knowledge and belief." Inspector Name: Andrew Kimn CESCL Number: CESCL-EFB183912 Inspection Date: 3/3/20 I : Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:00 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:30 PM Page 1/2 Date 3/4/20 Weather 40s°F, Clear ClienUOwner Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Project Manager '5�'iL Permit No. Report No. 145 Day of Week Wed the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, water line backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1 :1 (H:V). Wall Backfill with Cement Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment (130.7 lbs./cu. ft.). Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xD12'). Contractor expressed plans to continue working on water line backfill tomorrow, March 5, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client +wf- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWttc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:00 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:30 PM Page 2/2 Date 3/4/20 Weather 40s°F, Clear ClienUOwner Report No. 145 Day of Week Wed Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contractor #2 Are approved plans/permits on site? Test Test Location Number (Wall Backfill) Contact Mike Contact Project No. Elevation 127 See map for approximate location -10' 128 See map for approximate location -8' Supplementary Report: i � l .. ;I ' ,.-\ ,· I, .. I ..,,� Reference Compaction Curve 1 1 ·1 Field Supervisor Reviewed LAC Project Manager r SS(L Permit No. Maximum Fill Test % of Dry Density Moisture Dry Density Maximum (pcf) (%) (pcf) Dry Density 130.7 16.9 124.6 95 130.7 18.4 124.1 95 -7 .. [ 127,128 I .,_ . __ j Project Name Weatherly Inn Earth Solutions I\IWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep.AK Time On Site 12:00 Pm Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:15 PM Page 1/1 Date 3/5/20 Weather 40s°F, Clear ClienUOwner4500 Talbot Rd. S., Renton, WA RJ Development, LLC Report No. 146 Day of Week Thursday Contractor #1 Rina Construction ContactMike Field SupervisorLAC Reviewe�-,, / 41\ Contractor #2 Contact Project Manager-�cl-- Are approved plans/permits on site?Project No.Permit No. Supplementary Report: the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, water line backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1: 1 (H:V). Wall Backfill with Cement Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep will return to observe or test backfill as needed. Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xD12'). Contractor expressed plans to continue working on water line backfill tomorrow, March 6, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client +wf- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWuc 15365 NE 901h Street, Suite 100 Redmond, WA 98052 Main (425) 449-47041 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNWRep. AK Time On Site 2:15Pm Project No. 0895.06 Time Off Site 3:30 PM Page Report No. 1/1 147 Date Day of Week 3/6/20 Friday Weather Travel Time 1.25 Hr. RT 40s°F, Overcast Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Project No. Client/Owner RJ Development, LLC Field Supervisor LAC Project Manager $5fL Permit No. the client's request, ESNW rep was onsite to observe or test cut slopes, wall backfill with cement, water line backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1 :1 (H:V). Wall Backfill with Cement Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts for a hoe pack and 6"-8" lifts for a jumping jack during compaction. Rep will return to observe or test backfill as needed. Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xO12'). Contractor expressed plans to continue working on water line backfill Monday, March 9, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client +wf-- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep.AK Time On Site 1:45PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:45 PM Page 1/1 Date 3/9/20 Weather 40s°F, Clear Client/Owner Report No. 148 Day of Week Monday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Field SupervisorLAC Project Manager Ray Permit No. Review�')/,, Reviewed the client's request, ESNW rep was onsite to observe or test cut slopes, test pH of stormwater, water line backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1: 1 (H:V). Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 10.2 NTU in a baker tank. Rep observed that contractor added dry ice to lower the pH level. Rep observed that pH level was contained onsite at 6.5 pH. Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xD12'). Contractor expressed plans to continue working on water line backfill Tuesday, March 10, 2020. Rep will return to observe or test backfill as needed. ESNW rep will return to observe earthwork activities when requested by client �f- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions I\IWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-47041 Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT - FIELD REPORT ESNWRep. AK Time On Site 1:15PM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Erosion Control BMPs Overall Needs (13 Elements) Condition Repair? (Q.ood; fair; foor) (Xes;Jio) 1.Preserve Vegetation; Mark Clearing Limits • Buffer Zones around Sensitive Areas G N •Silt Fence 2. Establish Construction Access • Fabric; Quarry Spalls G N • WheelWash •Sweeper Truck 3. Control Flow Rates • Stormwater Vault or Facility G N •Straw Wattles •Check Dams 4.Install Sediment Controls • Silt Fence • Straw Bale Barriers • Vegetation • Straw G N • Sediment Ponds, Traps & Filters • Treatment • Sediment Pond (Temp. or Perm.) • Water Truck 5.Stabilize Soils • Nets & Blankets • Mulch, Bark & Rock • Hydroseeding; Grass G N • Plastic Sheeting • Straw Stockpiles • Stockpiles • PAM 6. Protect Slopes G N • Benching; Track-Walking • Pipe Slope Drains • Plastic Sheeting; Anchors 7. Protect Drain Inlets • Catch Basin Inserts G N • Gutter; Road 8. Stabilize Channels and Outlets NIA NIA • Channel Lining • Check Dam • Outlet Protection • Nets and Blankets 9. Control Pollutants NIA NIA • Chemical Storage Area Covered • Concrete Handling 10.Control Dewatering NIA NIA 11. Maintain BMPs G N 12. Maintain SWPPP & Site Logbook G N 13. Protect Low-Impact Development (LID BMPs) • Bioretention Rain Garden Facilities • Permeable Pavement NIA NIA 0895.06 Page Report No . 1 of 2 148a Time Off Site Date Day of Week 1:45 PM 319120 Monday Revie� "o\ \,i..., j RJ Development, LLC Comments Silt fence working as intended Sweep roadway when soil is seen on surface, replenish quarry spalls as needed Add check dams and straw wattles as needed to slow stormwater onsite Add straw as needed throughout the site, 2" minimum CB inserts working as intended NIA NIA NIA See recommended notes Available upon request NIA Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-47041 Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT - FIELD REPORT ESNWRep. AK Time On Site 1:15 PM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Monitoring, Records & Recommendations 0895.06 Page 2 of 2 Time Off Site Date 1:45 PM 3/9/20 Reviewed I RJ Development, LLC Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? □Yes @No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? a:es; No; Qngoing) Sweep site entrance when soil is seen on roadway Ongoing Add 2" straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: 40s° F Clear Precipitation since last inspection (approximate): 0.84 __ inches Precipitation in the last 24 hours (approximate): 0.06 inches Was water quality sampling part of this inspection? □Yes 0No lf'Yes": • Record results in the table below. Report No. 148a Day of Week Monday Date (If Completed) •Characterize the stormwater discharge, e.g., the presence of suspended sediment, "cloudiness", discoloration, or oil sheen, if present: NIA •Hanna Turbidity Meter# Monitoring Location Turbidity pH Notes (NTU) Is the site in compliance with the SWPPP and the permit requirements? 0Yes □No lf"No": • Indicate the tasks necessary to bring the site into compliance in the table above. • Has the non-compliance been reported to the Department of Ecology?□Yes □No • Should the SWPPP be modified?D Yes □No �f-"This report is true, accurate, and complete to the best of my knowledge and belief." lnsoector Name: Andrew Kimn CESCL Number. CESCL-EF8183912 Inspection Date: 3/9/20 I Project Name Weatherly Inn Contractor #1 Rino Construction Earth Solutions I\IWuc 15365 NE 90 th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 J Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:00 PM Page 1/2 Date 3/10/20 Weather 40s°F, Clear ClienUOwner 4500 Talbot Rd. S., Renton, WA RJ Developme11.Yi.LC Contact Mike Field Supervisor LAC Report No. 149 Day of Week Tuesday Contractor #2 Contact Project Manager Ray Reviewed Are approved plans/permits on site? Project No. Permit No. Test Test Location Reference Maximum Fill Test % of Number (Water Backfill) Elevation Compaction Dry Density Moisture Dry Density Maximum Curve (pcf) (%) (pcf) Dry Density 129 See map for approximate location -4'1 130.7 22.4 124.6 95 130 See map for approximate location -2'1 130.7 21.6 125.3 96 131 See map for approximate location SG 1 130.7 20.7 124.4 95 Supplementary Report: the client's request, ESNW rep was onsite to observe or test cut slopes, water line backfill, footing backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1: 1 (H:V). Water Line Backfill Rep observed the prior to arrival that contractor had used a medium sized excavator to excavate a water line trench (W8'xD12'). Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12"-18" lifts and compaction 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 that was adjusted based on calculations with the cement treatment (130.7 lbs./cu. ft.). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8"- 8" lifts and compaction with a jumping jack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client �f-- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90th Street, Suite 1 oo Redmond, WA 98052 Main (425) 449-4704 / Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 2:00 PM Page 2/2 Date 3/10/20 Weather 40s°F, Clear Client/Owner Report No. 149 Day of Week Tuesday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rine Construction Contractor #2 Are approved plans/permits on site? Contact Mike Contact Project No. Reference Test Test Location Number (Footing Backfill) Elevation Compaction 132 See map for approximate location 133 See map for approximate location 134 See map for approximate location • • I --... �-.... ___ .. __ .... 132 133 J SG SG SG Curve 1 . .. ., ...... ., • Maximum Field Supervisor LAC Project Manager Ray Permit No. Fill Dry Density Moisture (pcf) (%) 130.7 18.3 130.7 16.8 130.7 18.0 129,130,131 Reviewed Reviewed Test % of Dry Density Maximum (pcf) Dry Density 124.8 96 125.2 96 124.7 95 Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 1:45 PM Page 1/1 Date 3/11 /20 Weather 40s°F, Clear Client/Owner Report No, 150 Day of Week Wed Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rino Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: ContactMike Contact Project No. Field SupervisorLAC Project ManagerRay Permit No. Review� ""t/i ,; Reviewed the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill, test pH of stormwater and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1: 1 (H :V). Rep observed contractor using a medium sized excavator to place 2" wash rock behind the wall. Rep observed that contractor had placed miradrain to the top elevation of the cast-in-place wall. Contractor expressed plans to continue working on wall backfill. Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8" - 8" lifts and compaction with a jumping jack. Rep will return to take compaction tests as needed. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tanks rep observed 2.0 NTU and a pH of 6.5. Rep observed that pH level was contained onsite at 6.5 pH. ESNW rep will return to observe earthwork activities when requested by client �f- Andrew Kimn, Senior Technician, 206-430-9183 Project Name Weatherly Inn Earth Solutions NWuc 15365 NE 90'" Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 3:45 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 4:00 PM Page 1/1 Date 3/12/20 Weather 40s°F, Clear ClienUOwner 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Report No. 151 Day of Week Thursday Contractor #1 Rina Construction Contact Mike Field Supervisor LAC Reviewe� "'/i .s Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Project No. Project Manager Ray Permit No. the client's request, ESNW rep was onsite to observe or test cut slopes and earthwork activities. Cut Slopes Reviewed While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1 :1 (H:V). Rep observed contractor using a medium sized excavator to place 2" wash rock behind the wall. Rep observed that contractor had placed miradrain to the top elevation of the cast-in-place wall. Contractor expressed plans to continue working on wall backfill. ESNW rep will return to observe earthwork activities when requested by client +wf- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWLLc 15365 NE 90 th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 1:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 3:30 PM Page 1/2 Date 3/13/20 Weather 40s°F, Clear ClienUOwner Report No. 152 Day of Week Friday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contractor #2 Are approved plans/permits on site? Supplementary Report: Contact Mike Contact Project No. Field Supervisor LAC Project Manager Ray Permit No. Reviewc,._. "/i S Reviewed the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill and earthwork activities. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1: 1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8"- 8" lifts and compaction with a jumping jack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client �f- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NWuc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Job Location ESNWRep. AK Time On Site 1:30 PM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 3:30 PM Page 2/2 Date 3/13/20 Weather 40s°F, Clear ClienUOwner Report No. 152 Day of Week Friday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contact Mike Contractor #2 Contact Are approved plans/permits on site? Project No. Test Number 135 136 137 Test Location (Footing Backfill) Elevation See map for approximate location SG See map for approximate location SG See map for approximate location SG ..... ---- ■-...... -•r ,,. _.. ·--- ►•--- ... ___ _ ... _,,._4' __ ... ..._ ...-- · 135 136 Reference Compaction Curve 1 1 Maximum Field Supervisor LAC Project Manager Ray Permit No. Fill Dry Density Moisture (pcf) 130.7 130.7 130.7 'I.' .. (%) 23.3 25.0 22.8 Reviewed Reviewed Test % of Dry Density Maximum (pcf) Dry Density 125.2 96 125.0 96 124.8 96 _J Earth Solutions NWu_c 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT - FIELD REPORT ESNWRep, AK Time On Site 11:00 AM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Erosion Control BMPs Overall Needs (13 Elements) Condition Repair? (good; fair, .E,oor) C(es;No) 1.Preserve Vegetation; Mark Clearing Limits • Buffer Zones around Sensitive Areas G N • Silt Fence 2.Establish Construction Access • Fabric; Quarry Spalls G N • Wheel Wash • Sweeper Truck 3. Control Flow Rates • Stormwater Vault or Facility G N •Straw Wattles •Check Dams 4. Install Sediment Controls • Silt Fence • Straw Bale Barriers • Vegetation • Straw G N • Sediment Ponds, Traps & Filters • Treatment • Sediment Pond (Temp. or Perm.) • Water Truck 5. Stabilize Soils • Nets & Blankets • Mulch, Bark & Rock • Hydroseeding; Grass G N • Plastic Sheeting • Straw Stockpiles • Stockpiles • PAM 6.Protect Slopes G N • Benching; Track-Walking • Pipe Slope Drains • Plastic Sheeting; Anchors 7. Protect Drain Inlets • Catch Basin Inserts G N • Gutter; Road 8. Stabilize Channels and Outlets NIA NIA • Channel Lining • Check Dam • Outlet Protection • Nets and Blankets 9. Control Pollutants NIA NIA • Chemical Storage Area Covered • Concrete Handling 10. Control Dewatering NIA NIA 11.Maintain BMPs G N 12.Maintain SWPPP & Site Logbook G N 13. Protect Low-Impact Development (LID BMPs) • Bioretenlion Rain Garden Facilities • Permeable Pavement NIA NIA 0895.06 Page Report No. 1 of 2 154a Time Off Site Date Day of Week 11:30 AM 3116120 Monday Reviewed ��\ \'2) I RJ Development, LLC Comments Silt fence working as intended Sweep roadway when soil is seen on surface, replenish quarry spalls as needed Add check dams and straw wattles as needed to slow stormwater onsite Add straw as needed throughout the site, 2" minimum CB inserts working as intended NIA NIA NIA See recommended notes Available upon request NIA Earth Solutions NWLLc 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 I Fax (425) 449-4711 www.esnw.com CONSTRUCTION STORMWATER GENERAL PERMIT -FIELD REPORT ESNWRep. AK Time On Site 11:00 AM WAR-307963 Project Name 14500 Talbot Rd. S., Renton Weatherly Inn Monitoring, Records & Recommendations 0895.06 Page 2 of 2 Time Off Site Date 11:30 AM 3/16/20 Reviewed I RJ Development, LLC Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? □Yes @No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Qngoing) Sweep site entrance when soil is seen on roadway Ongoing Add 2" straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: 40s° F Clear Precipitation since last inspection (approximate): 0.06 ___ inches Precipitation in the last 24 hours (approximate): 0.00 inches Was water quality sampling part of this inspection? □Yes @No lf'Yes": • Record results in the table below. Report No. 154a Day of Week Monday Date (If Completed) •Characterize the stormwater discharge, e.g., the presence of suspended sediment, "cloudiness", discoloration, or oil sheen, if present: N/A • Hanna Turbidity Meter# Monitoring Location Turbidity pH Notes (NTU) Is the site in compliance with the SWPPP and the permit requirements? @Yes □No lf"No": •Indicate the tasks necessary to bring the site into compliance in the table above. •Has the non-compliance been reported to the Department of Ecology? D Yes □No •Should the SWPPP be modified? D Yes □No �� "This report is true, accurate, and complete to the best of my knowledge and belief." Inspector Name: Andrew Kimn CESCL Number: CESCL-EF8183912 Inspection Date: 3/16/20 I Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 157 Time On Site Time Off Site Date Day of Week 11:00 AM 3:30 PM 3/19/20 Thursday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (Fig 1) (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 157 Time On Site Time Off Site Date Day of Week 11:00 AM 3:30 PM 3/19/20 Thursday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 144 See map for approximate location -2 SG 2 125.7 21.5 119.1 95 145 See map for approximate location -2 SG 2 125.7 20.1 119.0 95 146 See map for approximate location -2 SG 2 125.7 19.5 119.6 95 147 See map for approximate location -2 SG 2 125.7 19.9 121.2 96 148 See map for approximate location SG 2 125.7 20.6 120.6 96 149 See map for approximate location SG 2 125.7 18.7 119.2 95 150 See map for approximate location SG 2 125.7 19.1 118.7 95 151 See map for approximate location SG 2 125.7 20.2 122.3 97 2/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 157 Time On Site Time Off Site Date Day of Week 11:00 AM 3:30 PM 3/19/20 Thursday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Fig. 1 Approximate location of compaction tests on footing backfill CTB material 146 145 144 147 14 149 150 151 3/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 158 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/20/20 Friday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix (Fig 1). Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Fig. 1 Contractor placing 5/8’’ crushed rock and geotextile along wall before backfilling with CTB 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 158 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/20/20 Friday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 152 See map for approximate location -4 SG 1 130.7 18.9 125.9 96 153 See map for approximate location -4 SG 1 130.7 21.1 125.4 96 154 See map for approximate location -2 SG 1 130.7 17.5 126.2 96 155 See map for approximate location -2 SG 1 130.7 19.3 128.5 98 156 See map for approximate location SG 1 130.7 20.2 127.0 97 157 See map for approximate location SG 1 130.7 19.7 124.8 95 Fig. 2 Approximate location of compaction tests on footing backfill CTB material 2/2 153 154 155 156 157 152 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 159 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/23/20 Monday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix (Fig 1). Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 159 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/23/20 Monday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 158 See map for approximate location -10 SG 1 130.7 20.4 126.0 96 159 See map for approximate location -10 SG 1 130.7 19.7 129.1 98 160 See map for approximate location -10 SG 1 130.7 16.9 130.0 98 161 See map for approximate location -8 SG 1 130.7 18.3 125.1 95 162 See map for approximate location -8 SG 1 130.7 17.8 126.8 97 163 See map for approximate location -8 SG 1 130.7 19.5 124.9 95 164 See map for approximate location -6 SG 1 130.7 20.0 129.2 98 165 See map for approximate location -6 SG 1 130.7 21.6 128.7 98 166 See map for approximate location -6 SG 1 130.7 21.4 126.0 96 167 See map for approximate location -4 SG 1 130.7 15.7 127.8 97 168 See map for approximate location -4 SG 1 130.7 19.2 127.3 97 169 See map for approximate location -4 SG 1 130.7 18.9 124.6 95 170 See map for approximate location -2 SG 1 130.7 17.8 126.9 97 171 See map for approximate location -2 SG 1 130.7 20.2 129.0 98 172 See map for approximate location -2 SG 1 130.7 21.2 128.2 98 2/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 159 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/23/20 Monday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill CTB material Area of compaction tests 158-172 3/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 160 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 3/24/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix (Fig 1). Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (133.1 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 160 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 3/24/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 173 See map for approximate location -9 SG 2 133.1 20.3 130.1 97 174 See map for approximate location -9SG 2 133.1 19.6 129.3 97 175 See map for approximate location -9 SG 2 133.1 17.8 128.9 96 176 See map for approximate location -7 SG 2 133.1 20.7 126.8 95 177 See map for approximate location -7 SG 2 133.1 19.2 127.1 95 178 See map for approximate location -7 SG 2 133.1 19.3 126.2 95 179 See map for approximate location -5 SG 2 133.1 20.1 131.0 98 180 See map for approximate location -5 SG 2 133.1 19.6 128.4 96 181 See map for approximate location -3 SG 2 133.1 19.0 127.7 95 2/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 160 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 3/24/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill CTB material 173 174 175 176 177 178 179 180 181 3/3 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 161 Time On Site Time Off Site Date Day of Week 11:00 AM 12:00 PM 3/24/20 Wednesday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. 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 observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill No footing backfill or compaction was in progress onsite. ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. AK 0895.06 162 Time On Site Time Off Site Date Day of Week 3:30 PM 5:00 PM 4/21/20 Tuesday Travel Time Weather 1.00Hr. RT 50s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes, test pH of stormwater and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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 Material Export While onsite rep observed material being exported offsite. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tank rep observed <25NTU. Rep observed that contractor added dry ice to lower the pH level to 6.5, suitable for sewer discharge. Rep observed that pH level was contained onsite. Footing Backfill ESNW rep observed footing excavation. Rep. used a ½” steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn Field Technician 206-430-9183 1/1 Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 163 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425) 449-4704 FAX: (425) 449-4711 TOLL FREE: (866) 366-8710 Time On Site Time Off Site Date Day of Week 8:30 AM 1:45 PM 4/27/20 Monday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. At the client’s request, ESNW rep was onsite to observe rockery construction and earthwork activities. The focus of the work is related to completing the rockeries along the south side of the project. Rockeries The temporary slope (covered area in photo below) has been covered and otherwise protected from weather related instability and has remained stable during the temporary period, as observed by ESNW representative. While onsite, rep used a ½” steel t-probe and observed the keyway for the lower tier rockery located at the southeast quadrant of the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place courses of rocks. Rep observed contractor place a 4” perforated drain pipe behind the first course of the rockery, embed the pipe in an 18” lift of 1”-2” wash rock, geotextile, then backfill over the geotextile with 2”-4” quarry spalls. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 164 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 8:30 AM 1:45 PM 4/28/20 Tuesday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. At the client’s request, ESNW rep was onsite to observe rockery construction and earthwork activities. The focus of the work is related to completing the rockeries along the south side of the project. Rockeries While onsite, rep used a ½” steel t-probe and observed the keyway for the rockery located at the southeast quadrant of the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place courses of rocks. Rep observed contractor place a 4” perforated drain pipe behind the first course of the rockery, embed the pipe in an 18” lift of 1”-2” wash rock, geotextile, then backfill over the geotextile with 2”-4” quarry spalls. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 165 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 10:30 AM 2:45 PM 4/29/20 Wednesday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. At the client’s request, ESNW rep was onsite to observe rockery construction and earthwork activities. The focus of the work is related to completing the rockeries along the south side of the project. Rockeries While onsite, rep used a ½” steel t-probe and observed the keyway for the rockery located at the southeast quadrant of the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place upper course of rocks, then backfill with 2”-4” quarry spalls. Observation of the area above the rockery found no tension cracks, slumping or other obvious signs of instability of native material. ESNW rep recommended 2’ over-excavation for lower rockery keyway located at southwest quadrant of site. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 166 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 10:00 AM 2:30 PM 4/30/20 Thursday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. At the client’s request, ESNW rep was onsite to observe rockery construction, earthwork activities, and test pH of stormwater. The focus of the work is related to completing the rockeries along the south side of the project. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tank rep observed <25NTU. Rep observed that contractor added dry ice to lower the pH level to 6.5, suitable for sewer discharge. Rep observed that pH level was contained onsite. Rockeries While onsite, rep used a ½” steel t-probe and observed the keyway for the rockery located at the southwest quadrant of the site. Rep observed the keyway to be very dense, firm, unyielding, and suitable for support of the proposed rockery. Rep observed contractor place courses of rocks. Rep observed contractor place a 4” perforated drain pipe behind the first course of the rockery, embed the pipe in an 18” lift of 1”-2” wash rock, geotextile, then backfill over the geotextile with 2”-4” quarry spalls. Native material above the rockery was found to be in a stable condition. ESNW rep recommended 2’ over-excavation for rockery located at southwest quadrant of site. (See Image) ESNW rep will return to observe earthwork activities when requested by client. Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 1 of 2 Report No. 166a Time On Site 11:00 AM Time Off Site 11:30 AM Date 4/30/20 Day of Week Thursday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Erosion Control BMPs (13 Elements) Overall Condition (Good; Fair; Poor) Needs Repair? (Yes; No) Comments 1.Preserve Vegetation; Mark Clearing Limits •Buffer Zones around Sensitive Areas •Silt Fence G N Silt fence working as intended 2.Establish Construction Access •Fabric; Quarry Spalls •Wheel Wash •Sweeper Truck G N Sweep roadway when soil is seen on surface, replenish quarry spalls as needed 3.Control Flow Rates •Stormwater Vault or Facility •Straw Wattles •Check Dams G N Add check dams and straw wattles as needed to slow stormwater onsite 4.Install Sediment Controls •Silt Fence •Straw Bale Barriers •Vegetation •Straw •Sediment Ponds, Traps & Filters •Treatment •Sediment Pond (Temp. or Perm.) •Water Truck G N Add straw as needed throughout the site, 2” minimum 5. Stabilize Soils •Nets & Blankets •Mulch, Bark & Rock •Hydroseeding; Grass •Plastic Sheeting •Straw Stockpiles •Stockpiles •PAM G N 6.Protect Slopes •Benching; Track-Walking •Pipe Slope Drains •Plastic Sheeting; Anchors G N 7.Protect Drain Inlets •Catch Basin Inserts •Gutter; Road G N CB inserts working as intended 8.Stabilize Channels and Outlets •Channel Lining •Check Dam •Outlet Protection •Nets and Blankets N/A N/A N/A 9. Control Pollutants •Chemical Storage Area Covered •Concrete Handling N/A N/A N/A 10. Control Dewatering N/A N/A N/A 11. Maintain BMPs G N See recommended notes 12.Maintain SWPPP & Site Logbook G N Available upon request 13. Protect Low-Impact Development (LID BMPs) •Bioretention Rain Garden Facilities •Permeable Pavement N/A N/A N/A Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 2 of 2 Report No. 166a Time On Site 11:00 AM Time Off Site 11:30 AM Date 4/30/20 Day of Week Thursday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Monitoring, Records & Recommendations Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? Yes No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Ongoing) Date (If Completed) Sweep site entrance when soil is seen on roadway Ongoing Add 2” straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: _50sO F, Clear____________________ Precipitation since last inspection (approximate): 0.15______ inches Precipitation in the last 24 hours (approximate): _0.00______ inches Was water quality sampling part of this inspection?  Yes No If “Yes”: •Record results in the table below. •Characterize the stormwater discharge, e.g., the presence of suspended sediment, “cloudiness”, discoloration, or oil sheen, if present: ____N/A________________________________________________________________________________________ •Hanna Turbidity Meter # ____________________ Monitoring Location Turbidity (NTU) pH Notes Baker Tank 8.5 7.5 Is the site in compliance with the SWPPP and the permit requirements? Yes No If “No”: •Indicate the tasks necessary to bring the site into compliance in the table above. •Has the non-compliance been reported to the Department of Ecology?Yes No •Should the SWPPP be modified?Yes No “This report is true, accurate, and complete to the best of my knowledge and belief.” Inspector Name: Jackson Lundgren CESCL Number: CESCL-EF8183892 Inspection Date: 4/30/20 Earth Solutions NWttc 1805 1361h Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425) 449-4711 TOLL FREE : (866)366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 10:00AM Travel Time 1.25 Hr. RT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Project No. 0895.06 Time Off Site 12:30 PM ClienUOwner Page of 1 /1 Date 5/4/20 Weather 60s°F, Clear Report No. 167 Day of Week Monday RJ Development, LLC Field Supervisor LAC Reviewed � ¾Cl\ Project Manager Reviewed SSR Permit No. At the client's request, ESNW rep was onsite to observe earthwork activities, cut slopes, and test footing subgrade. Footing Backfill ESNW rep observed concrete pouring for a cast-in-place footing wall. Rep. used a ½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0. 75: 1 (H:V) slope. 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. Fig 1. Concrete pouring at footing wall Jackson Lund ren, Field Technician, 206 468-0991 Earth Solutions I\IWLLc 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 09:45 AM Travel Time 1.25 Hr. RT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Project No. 0895.06 Time Off Site 10:45 AM ClienVOwner Page of 1/1 Date 5/5/20 Weather 60s°F, Clear RJ Development, LLC Field Supervisor LAC Project Manager Reviewed SSR Permit No. Report No. 168 Day of Week Tuesday At the client's request, ESNW rep was onsite to observe earthwork activities, cut slopes, and test footing subgrade. Footing Excavation ESNW rep observed footing excavation for an 8'x8' footing. Rep. used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense, gray-blue silty clay and composed of suitable material for footing construction. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0. 75: 1 (H:V) slope. 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 regu lation ESNW rep will return to observe earthwork activities when requested by client. ,i. __ ..,,_,.,,r...,'61-.:3i.iiiii,,,i,1Molaiill_,.lliM.._,... Fig 1. 8' x 8' footing with trench box Jackson Lund ren, Field Technician, 206 468-0991 Earth Solutions NWLLc 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711TOLL FREE: (866)366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 12:30 PM Travel Time 1.25 Hr. RT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Project No. 0895.06 Time Off Site 1:45 PM ClienUOwner Page of 1/1 Date 5/6/20 Weather 60s°F, Rain RJ Development, LLC Field Supervisor LAC Project Manager Reviewed SSR Permit No. Report No. 169 Day of Week Wednesday At the client's request, ESNW rep was onsite to observe earthwork activities, cut slopes, and test footing subgrade. Footing Backfill ESNW rep observed footing backfill. Rep. used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Footings were backfilled with sandy silt native material and compacted in 1' lifts with a jumping jack. Footing Excavation ESNW rep observed footing excavation along the east side of the site. Rep. used a ½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be located in silty sand, and dense and composed of suitable material for footing construction. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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 re Fig 1. Footing backfill with native material Jackson Lund ren, Field Technician, 206 468-0991 Earth Solutions I\IWLLc 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425) 449-4704 FAX: (425) 449-4711 TOLL FREE: (866) 366-8710 DAILY FIELD REPORT Job Location Field Rep. JTL Time On Site 11:00 AM Travel Time 1.25 Hr. RT Project No. 0895.06 Time Off Site 11:45 AM Client/Owner Page of 1 /1 Date 5/7/20 Weather 60s°F, Clear Report No. 170 Day of Week Thursday Project Name Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Rina Construction Contractor #2 RM Construction NW, Inc Are approved Plans/Permits onsite Supplementary Report: Contact Mike Contact □YES □ NO Project No. Field Supervisor LAC Reviewe� �'\ Project Manager Reviewed SSR Permit No. At the client's request, ESNW rep was onsite to observe earthwork activities, test pH of stormwater and footing subgrade. Footing Backfill ESNW rep observed footing backfill. Rep . used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Footings with 4" drain pipe in crushed rock and filter fabric were backfilled with sandy silty native material and compacted in 1' lifts with a jumping jack. Footing Excavation ESNW rep observed footing excavation along the east side of the site. Rep. used a½" steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be located in silty sand, and dense and composed of suitable material for footing construction. Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. In the filled baker tank rep observed <25NTU. Rep observed that contractor added dry ice to lower the pH level to 6.5, suitable for sewer discharge. Rep observed that pH level was contained onsite. will return to observe earthwork activities when requested by client. Earth Solutions NWLLC Field Rep. Project No. Page of Report No. JTL 0895.06 1/1 171 1805 136th Place NE, Suite 201 Bellevue, WA 98005 (425)449-4704 FAX: (425)449-4711 TOLL FREE: (866)366-8710 Time On Site Time Off Site Date Day of Week 11:00 AM 11:45 AM 5/8/20 Friday DAILY FIELD REPORT Travel Time Weather 1.25 Hr. RT 60soF, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 RM Construction NW, Inc Contact Project Manager SSR Reviewed Are approved Plans/Permits onsite YES NO Project No. Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe earthwork activities and test footing subgrade. Footing Backfill ESNW rep observed footing backfill. Rep. used a ½” steel T-probe to probe locations along the footing subgrade. ESNW rep. observed footing subgrade to be dense and composed of suitable material for footing construction. Footings were backfilled with sandy silty native material and compacted in 1’ lifts with a jumping jack. ESNW rep will return to observe earthwork activities when requested by client. Fig 1. Preparing the subgrade for slab pouring and backfilling footiongs Jackson Lundgren, Field Technician, (206) 468-0991 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 1 of 2 Report No. 171a Time On Site 10:00 AM Time Off Site 10:30 AM Date 5/8/20 Day of Week Friday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Erosion Control BMPs (13 Elements) Overall Condition (Good; Fair; Poor) Needs Repair? (Yes; No) Comments 1.Preserve Vegetation; Mark Clearing Limits •Buffer Zones around Sensitive Areas •Silt Fence G N Silt fence working as intended 2.Establish Construction Access •Fabric; Quarry Spalls •Wheel Wash •Sweeper Truck G N Sweep roadway when soil is seen on surface, replenish quarry spalls as needed 3.Control Flow Rates •Stormwater Vault or Facility •Straw Wattles •Check Dams G N Add check dams and straw wattles as needed to slow stormwater onsite 4.Install Sediment Controls •Silt Fence •Straw Bale Barriers •Vegetation •Straw •Sediment Ponds, Traps & Filters •Treatment •Sediment Pond (Temp. or Perm.) •Water Truck G N Add straw as needed throughout the site, 2” minimum 5. Stabilize Soils •Nets & Blankets •Mulch, Bark & Rock •Hydroseeding; Grass •Plastic Sheeting •Straw Stockpiles •Stockpiles •PAM G N 6.Protect Slopes •Benching; Track-Walking •Pipe Slope Drains •Plastic Sheeting; Anchors G N 7.Protect Drain Inlets •Catch Basin Inserts •Gutter; Road G N CB inserts working as intended 8.Stabilize Channels and Outlets •Channel Lining •Check Dam •Outlet Protection •Nets and Blankets N/A N/A N/A 9. Control Pollutants •Chemical Storage Area Covered •Concrete Handling N/A N/A N/A 10. Control Dewatering N/A N/A N/A 11. Maintain BMPs G N See recommended notes 12.Maintain SWPPP & Site Logbook G N Available upon request 13. Protect Low-Impact Development (LID BMPs) •Bioretention Rain Garden Facilities •Permeable Pavement N/A N/A N/A Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com ESNW Rep. JTL 0895.06 Page 2 of 2 Report No. 171a Time On Site 10:00 AM Time Off Site 10:30 AM Date 5/8/20 Day of Week Friday WAR-307963 Reviewed CONSTRUCTION STORMWATER GENERAL PERMIT – FIELD REPORT Project Name Weatherly Inn 4500 Talbot Rd. S., Renton RJ Development, LLC Monitoring, Records & Recommendations Will existing BMPs need to be modified or removed, or will other BMPs need to be installed? Yes No List the completed, not-yet-completed, or ongoing action items in the table below: Actions Items Completed? (Yes; No; Ongoing) Date (If Completed) Sweep site entrance when soil is seen on roadway Ongoing Add 2” straw throughout the site over exposed soils as needed Ongoing Replenish quarry spalls at the main entrance to the site as needed Ongoing Replace plastic sheeting on exposed slopes as needed Ongoing Current Weather: _60sO F, Clear____________________ Precipitation since last inspection (approximate): 0.28______ inches Precipitation in the last 24 hours (approximate): _0.00______ inches Was water quality sampling part of this inspection?  Yes No If “Yes”: •Record results in the table below. •Characterize the stormwater discharge, e.g., the presence of suspended sediment, “cloudiness”, discoloration, or oil sheen, if present: ____N/A________________________________________________________________________________________ •Hanna Turbidity Meter # ____________________ Monitoring Location Turbidity (NTU) pH Notes 22 7.0 Is the site in compliance with the SWPPP and the permit requirements? Yes No If “No”: •Indicate the tasks necessary to bring the site into compliance in the table above. •Has the non-compliance been reported to the Department of Ecology?Yes No •Should the SWPPP be modified?Yes No “This report is true, accurate, and complete to the best of my knowledge and belief.” Inspector Name: Jackson Lundgren CESCL Number: CESCL-EF8183892 Inspection Date: 5/8/20 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 172 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 5/11/20 Monday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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. Footing Backfill Rep observed contractor use a medium sized excavator to backfill with native brown silty sand with gravel material. Rep observed contractor place 12” lifts of native soil and compact with a jumping jack (or a hoe pack when able). Pea gravel was placed on top of the compacted footing backfill and a vapor barrier was installed over the pea gravel in preparation for slab pouring. Rep took compaction tests on backfill and observed material to be suitably dense for slab support (at least 95% of its maximum dry density of 133.1 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Fig. 1 Excavator placing pea gravel on top of compacted footing backfill 1/2 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 172 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 5/11/20 Monday Travel Time Weather 1.00Hr. RT 40s, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 182 See map for approximate location -1 SG 5 133.1 9.89 127.2 95 183 See map for approximate location -1 SG 5 133.1 10.11 128.2 96 184 See map for approximate location -1 SG 5 133.1 11.10 125.9 95 185 See map for approximate location -1 SG 5 133.1 10.25 126.1 95 Fig. 2 Approximate location of compaction tests on footing backfill 2/2 183 182 184 185 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 173 Time On Site Time Off Site Date Day of Week 12:30 PM 1:30 PM 5/12/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, Rain Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Fig. 1 Pea gravel course in footing trench 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 174 Time On Site Time Off Site Date Day of Week 12:30 PM 1:00 PM 5/13/20 Wednesday Travel Time Weather 1.00Hr. RT 50s, Rain Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Fig. 1 Footing trenches for cast-in-place walls 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 175 Time On Site Time Off Site Date Day of Week 12:30 PM 1:30 PM 5/14/20 Thursday Travel Time Weather 1.00Hr. RT 50s, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Water Main Tie-In Rep observed City of Renton officials and Rino Construction representatives excavating the area around the water main to tie-in site utilities. Water main to be backfilled with 5/8’’ minus crushed rock and covered with a steel plate until backfill. ESNW rep will return to observe earthwork activities when requested by client Fig. 1 Footing trenches for cast-in-place walls Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 176 Time On Site Time Off Site Date Day of Week 12:30 PM 1:30 PM 5/18/20 Monday Travel Time Weather 1.00Hr. RT 60s, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Rep observed footings had been poured in part of the footing trenches. Temporary Stormwater Pond Rep observed temporary stormwater pond immediately South of the site entrance had been filled in with native material from the main stockpile for export in order to clear space for footing excavation along the East margin of the site. Contractor relayed that Temporary stormwater pond will be excavated and filled in with 1’ lifts of compacted native material at a later date after the bulk of the stockpiled material has been exported. ESNW rep will return to observe earthwork activities when requested by client Fig. 1 Footing trenches for cast-in-place walls with concrete poured Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 177 Time On Site Time Off Site Date Day of Week 11:45 AM 12:15 PM 5/19/20 Tuesday Travel Time Weather 1.00Hr. RT 60s, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe slope stability and test stormwater pH Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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 Test pH of Stormwater Rep took pH tests to determine the pH of stormwater. The baker tank was not filled and did not require sewer discharge. Rep observed that pH level was contained onsite. ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 178 Time On Site Time Off Site Date Day of Week 12:00 PM 12:30 PM 5/20/20 Wednesday Travel Time Weather 1.00Hr. RT 60s, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade and slope stability. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Rep observed footings had been poured in part of the footing trenches. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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 Jackson Lundgren Field Technician 206-468-0991 1/1 Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT ESNW Rep. Project No. Page Report No. JTL 0895.06 179 Time On Site Time Off Site Date Day of Week 1:00 PM 1:30 PM 5/21/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Overcast Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing subgrade and slope stability. Footing Excavation Rep observed contractor use a medium sized excavator to excavate native brown silty sand with gravel material. The trenches for cast-in-place walls measured approximately 2.5’ x 4’ with a 6’’ lift of pea gravel at the bottom. While onsite, rep used a ½” steel t-probe and observed the footing subgrade located along the eastern margin of the site. Rep observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed cast-in-place wall. Rep observed footings had been poured in part of the footing trenches. Contractor relayed that backfill of the 8’x8’x12’ footing with 3’ of crushed rock and native material to occur 5/22/20. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north slopes of the excavation were near a 0.75:1 (H:V) slope. 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 Jackson Lundgren Field Technician 206-468-0991 1/1