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HomeMy WebLinkAbout20180398E003_Renton_ES_16_2023-01-13_TESC_037 www.aesgeo.com This document is considered DRAFT until reviewed and initialed by an AESI Project Manager Temporary Erosion and Sediment Control Monitoring DATE PROJECT NAME AESI PROJECT NO. TESC REPORT NO. 1/13/2023 Renton ES 16 20180398E003 037 LOCATION CITY MUNICIPALITY CSWGP 1075 Duvall Ave NE Renton Renton WAR310781 PREVIOUS SITE VISIT CLIENT/OWNER WEATHER 24 HOUR RAINFALL PAST WEEK RAINFALL 1/04/2023 Renton School District 403 Rain, 50's 0.27" 2.00" AESI FIELD REP Catherine Ikeda AESI PROJECT MANAGER Bruce Guenzler Catherine Ikeda QUALITY/CONDITION (SEE SWPPP FOR BMP LOCATIONS) CONSTRUCTION ENTRANCE SITE RESTRICTED ACCESS Gravel, quarry spalls - needs to be refreshed Locked chain link fences WHEEL WASH SEDIMENT TRACK OUT N/A City construction in right of way, not under this permit ROADWAY SURFACE CATCH BASIN Crushed rock, quarry spalls Silt socks installed in catch basins LIMITS BUFFER AREA STABILIZATION Marked by chain link fences N/A SILT FENCING CONCRETE WORK (Sidewalks, curbing, foundation) Installed along site perimeter None observed COVER MEARSURES OVERALL STRAW Good Covering exposed soils and slopes PLASTIC SHEETING HYDROSEED N/A Hydroseed covering exposed soils on N and W end of site CONVEYENCE CHANNEL CHECK DAMS Temporary channels on north and south end of site directing water to catch basin Temporary check dams and swale on NE end of site STOCKPILE COVER PIPE SLOPE DRAINS Actively using N/A LEVEL SPREADER LANDSCAPE/MULCH N/A N/A SEDIMENT POND TRAP SEDIMENT POND INLET/OUTLET Temporary sediment ponds on NE and W end of site N/A SEDIMENT POND SIDE SLOPES SURFACE WATER OBSERVATION (Creek, Wetland, or Lake) (Clear, Turbid, Sheen) Covered with hydroseed and quarry spalls little surface water WATER QUALITY SAMPLE TURBIDITY (NTU) pH OVERALL No N/A N/A BMP's adequate SAMPLE LOCATION AREAS OF CONCERN Temporary swale in NE corner of site Construction entrance CORRECTIVE ACTIONS Refresh constuction entrance PAST CORRECTIVE ACTIONS None Is this site in compliance with the terms and conditions of the SWPP and CSWGP discharge Permit? Yes www.aesgeo.com TESC REPORT DATE CSWGP PROJECT NO. TESC REPORT NO. 1/13/2023 WAR310781 20180398E003 037 Sample Location Approximate Flow Turbidity NTU/Transparency pH Compliance Temporary NE swale ADDITIONAL COMMENTS: The contractor is using temporary check dams and swales onsite to impound the water and has acquired a Baker tank and received a permit to discharge construction storm water to King County sanitary sewer with higher turbidity limits. The contractor intends to pump storm water from the existing north swale to the sanitary sewer any time turbidity levels exceed target levels applicable for discharge under the construction storm water general permit. While onsite, AESI observed mud coming up through the spalls on the north construction entrance. AESI notified the contractor and recommended refreshing the construction entrance; the contractor indicated they would take care of it.