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ORDINANCE NO. 2022-19 Page 12 B. The Abbreviated SWP3 shall be certified by a professional engineer, a registered surveyor, certified professional erosion and sediment control specialist, or a registered landscape architect. C. The Abbreviated SWP3 shall include a minimum of the following BMPs. The Village Engineer may require other BMPs as site conditions warrant. (1) Construction Entrances: Construction entrances shall be built and shall serve as the only permitted points of ingress and egress to the development area. These entrances shall be built of a stabilized pad of aggregate stone or recycled concrete or cement sized greater than 2" in diameter and placed over a geotextile fabric. (2) Concrete Truck Wash Out: The washing of concrete material into a street, catch basin, or other public facility or natural resource is prohibited. A designated area for concrete washout shall be indicated on the plan. Use for other waste and wastewater is prohibited. (3) Street Sweeping: Streets directly adjacent to construction entrances and receiving traffic from the development area shall be cleaned daily to remove sediment tracked off-site. If applicable, the catch basins on these streets nearest to the construction entrances shall be cleaned weekly. (4) Stabilization. The development area shall be stabilized as detailed in Table 4. Table 4: Stabilization Any disturbed area within 50 feet of a surface Within 2 days of the most recent disturbance if water of the state and not at final grade. that area will remain idle for more than 14 days For all construction activities, any disturbed Within 7 days of the most recent disturbance area, including soil stockpiles, that will be within the area dormant for more than 14 days but less than one year, and not within 50 feet of a stream. Disturbed areas that will be idle over winter Prior to November 1 Areas at final grade Within 7 days of reaching final grade or within 2 days of reaching final grade for areas within 50 feet of a surface water of the state Note: Where vegetative stabilization techniques may cause structural instability or are otherwise unobtainable, alternative stabilization techniques must be employed. These techniques may include mulching or erosion matting. (5) Inlet Protection. Erosion and sediment control practices, such as boxed inlet protection, shall be installed on storm water catch basins located on the subject property and, if there is no threat to public safety, on curb inlets closest to the IL construction entrance, to minimize sediment -laden water entering active storm drain systems, including rear yard inlets.