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Home My WebLink About5719.05 S 03302022Earth Solutions NWLLC 15365 NE 90th Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 | Fax (425) 449-4711 www.esnw.com FIELD REPORT Project No. 5719.05 Page 1 of 3 Report ID 5719.05 S 03302022 Date Wed 3/30/2022 Weather Overcast, 40’s Arrival/Departure Time(s) 11:30 / 12:25 Travel Time (hr)1.0 Project Name Solera Location 2902 NE Sunset Blvd, Renton ESNW Rep., CESCL No., Phone No. & Report Statement Trevor Healy | 206-468-9751 , CESCL ES8182938 “This report is true, accurate, and complete to the best of my knowledge and belief.” Client Info/Contact Heartland Construction, LLC | Craig Vierling, Benham Hansen Permit No(s). Reviewed By MTA Initials/Date N/A Field Supervisor Project Manager Initials/Date Limitations: The presence of our field representative at the site is to provide our client with a source of professional advice, opinions, and recommendations based upon the field representative’s observations and testing of the contractor’s work. Our services do not include supervision or direction of the contractor, their employees, or agents. Recommendations for obtaining project objectives may be made by our representatives; however, direction of the actual work should come from the owner or contractor, as appropriate. The contractor is responsible for complying with the contract documents at all times, regardless of the presence of our field representative. Jobsite safety, including compliance with all applicable state or federal regulations, is the sole responsibility of the contractor. The observations, recommendations, and conclusions provided in this field report are preliminary until reviewed by the ESNW project manager. Type of visit:  Weekly  Monthly  Post–Storm Event Precipitation since last inspection (approximate): 0.01 inches Precipitation in last 24 hours (approximate): 0.00 inches Phase of active construction (check all that apply): Pre-construction Clearing, demolition, or grading Infrastructure or roads Concrete pours Vertical construction Utilities Off-site improvements Site temporarily stabilized Final stabilization Was water quality sampling part of this inspection? Yes No If “Yes”: •Record results in the table below. •Hanna Turbidity Meter No. Monitoring Point Monitoring Location Turbidity (NTU) pH Description of Discharge Notes WAR310291 Report ID 5719.05 S 03302022 Page 2 of 3 Earth Solutions NW, 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 Y Entire site is located on existing pavement, no silt fences or wattles currently present. Recommend placing sand bags and straw wattles along entire downslope perimeter of site, or excavating a swale. 2. Establish Construction Access Fabric; Quarry SpallsWheel Wash Sweeper Truck G N Crushed rock construction entrance along east, paved entrance along west. Contractor has sweeper onsite and is regularly sweeping pavement. 3. Control Flow Rates Stormwater Vault or Facility Straw WattlesCheck Dams G Y Due to sites location on existing pavement, it is recommended that the contractor install sand bag dams and straw wattles along all downslope perimeters (east and south) or excavate swales. 4. Install Sediment Controls Silt Fence Straw Bale Barriers VegetationStraw Sediment Ponds, Traps & Filters Treatment G Y No silt fence installed, recommend above listed check dams and wattles along site perimeter. No onsite vault. 5. Stabilize Soils Nets & Blankets Mulch, Bark & RockHydroseeding; GrassPlastic Sheeting Stockpiles G N Contractor is actively excavating and exporting soils from footing excavation. Crane pad and footing excavation slopes covered with anchored plastic sheeting. Cover any unworked soils and stockpiles when left for 2+ days 6. Protect Slopes Benching; Track-Walking Pipe Slope DrainsPlastic Sheeting; Anchors G N Footing excavation is ongoing, the contractor is observed to be covering completed slopes with anchored plastic sheeting. 7. Protect Drain InletsCatch Basin Inserts G Y CB inserts observed along NE 12th St and remaining onsite un-capped storm basins. Additional storm water is being pumped from onsite northern basin to footing excavation. Contractor informed ESNW rep that remaining catch basin lines have been capped. Straw wattles and sand bags observed around central basin. 8. Stabilize Channels and Outlets Channel LiningCheck DamOutlet Protection Nets and Blankets G Y Install recommended check wattles / sand bags listed above. Additional check dams recommended near downslope perimeters to prevent large sheet flows offsite. 9. Control Pollutants Chemical Storage Area Covered Concrete Handling - - n/a 10. Control Dewatering - - ESNW should be notified prior to any discharge activity. 11. Maintain BMPs G Y See above recommendations 12.Maintain SWPPP & Site Logbook G Y 13. Protect Low-Impact Development (LID BMPs)Bioretention Rain Garden Facilities Permeable Pavement - - n/a Do existing BMPs need to be modified or removed, or do other BMPs need to be installed? Yes No List the action items in the table below: Element # Description and Location Action Required Completion Date 1, 3, 7, 8 All downslope site perimeters Place sand bags and wattles along site perimeter and/or excavate swales to prevent site runoff Report ID 5719.05 S 03302022 Page 3 of 3 Earth Solutions NW, LLC BMP LEGEND CUTBACK CURB JOB SHACK CONSTRUCTION ENTRANCE SILT FENCE CATCH BASIN INSERT STOCKPILE Place sandbags dams + wattles, or excavate swales along all downslope site perimeters (north, west, east)