Characteristics 5 8 8 8 5 8 12 12 12 Design Diameters 8 12 18 18 18 (inch) 12 18 24 24 24 18 24 32 32 32 32 Mesh Opening ⅜ ⅜ ⅜ ⅜ ⅛ (inch) Tensile Strength ND 26 26 44 202 (psi) % Original Strength form 23% at 1,000 23% at 1,000 100% at 100% at 1,000 Ultraviolet ND hr hr 1,000 hr hr Exposure (ASTM G-155) Functional 6 –12 Longevity/Project 6 mo–2 yr 9 mo–3 yr 1 –4 year 2 –5 year months Duration Filtrexx Sediment Control Soxx shall contain a coarse composted material that is a Certified Filtrexx Filter Media. Sediment barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining, in place, after the barrier has been removed shall be dressed to conform to the existing grade, prepared, and seeded. NTS: Edit Number 9 if different disposal method is required for project. Filtrexx Sediment Control, including Filtrexx Filter Media, shall be properly disposed of offsite. NTS: Designer shall select location and design requirements of concrete washout area based on site and construction conditions. Designer shall review City of Fort Wayne Standard Details and Specifications below for conformance with selected design. NTS: If a prefabricated concrete washout system is to be allowed, edit specifications below as required. CONCRETE WASHOUT AREA General A concrete washout location shall be designated and a system shall be implemented to reduce the discharge of pollutants associated with concrete washout waste. Construction/Installation of a concrete washout system shall be complete prior to concrete delivery.
Characteristics Design Diameters (inch) 5 8 12 18 5 8 12 18 24 32 8 12 18 24 32 8 12 18 24 32 8 12 18 24 32 Mesh Opening (inch) ⅜ ⅜ ⅜ ⅜ ⅛ Tensile Strength (psi) ND 26 26 44 202 % Original Strength form Ultraviolet Exposure (ASTM G-155) 23% at 1,000 hr 23% at 1,000 hr ND 100% at 1,000 hr 100% at 1,000 hr Functional Longevity/Project Duration 6 mo–2 yr 9 mo–3 yr 6 –12 months 1 –4 year 2 –5 year Filtrexx Sediment Control Soxx shall contain a coarse composted material that is a Certified Filtrexx Filter Media. Sediment barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining, in place, after the barrier has been removed shall be dressed to conform to the existing grade, prepared, and seeded. NTS: Edit Number 9 if different disposal method is required for project. Filtrexx Sediment Control, including Filtrexx Filter Media, shall be properly disposed of offsite. NTS: Designer shall select location and design requirements of concrete washout area based on site and construction conditions. Designer shall review City of Fort Wayne Standard Details and Specifications below for conformance with selected design. NTS: If a prefabricated concrete washout system is to be allowed, edit specifications below as required. CONCRETE WASHOUT AREA General A concrete washout location shall be designated and a system shall be implemented to reduce the discharge of pollutants associated with concrete washout waste. Construction/Installation of a concrete washout system shall be complete prior to concrete delivery.
01_57_13-_Erosion_and_Sedimentation_Control_20180312.docx