Stormwater. Notwithstanding any other provisions or terms of this Agreement, Company acknowledges that certain properties within the Premises or on Authority-owned land are subject to stormwater rules and regulations. Company agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Premises, and, if applicable, Company hereby expressly covenants, warrants, and represents to Authority, in connection with Company’s operations on the Premises, the following:
Stormwater. An on-site stormwater retention facility will be constructed in conjunction with the development. The stormwater retention facility will be maintained at a level consistent with the standards of the St. Xxxxx River Water Management District and Thethe City of Daytona Beach. Collection and transmission facilities shall be located pursuant to the approved site plan, or site plans approved for individual lots or structures.
Stormwater. (1) Notwithstanding any other provisions or terms of this Agreement, AIRLINE acknowledges that certain properties within the Airport, or on AUTHORITY owned land, are subject to stormwater rules and regulations. AIRLINE agrees to observe and abide by such stormwater rules and regulations as may be applicable to AUTHORITY’s property and uses thereof.
Stormwater. The Subject Property is being developed with a privately maintained Master Drainage System which may include the lake located in Tract O. Stormwater runoff shall be conveyed to on-site stormwater detention systems by means of curb and gutter and an underground drainage pipe system. Pipe, structure materials and locations as well as pipe sizes shall be designed according to sound and generally accepted engineering principles berms prior to runoff entering water or other means deemed appropriate for the situation. A stormwater pollution prevention plan (“SWPPP”) shall be attached to and incorporated into the construction and permit documents for all projects constructed with the project that require a general or individual SJRWMD permit. The SWPPP shall be implemented upon initiation of construction activities and accommodate the specific construction project of the site.
Stormwater. Notwithstanding any other provisions or terms of this Agreement, the Airline acknowledges that certain properties within the Airline Premises or on Authority-owned land are subject to stormwater rules and regulations. The Airline agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Airline Premises or the Airport, and, if applicable, the Airline hereby expressly covenants, warrants, and represents to the Authority, in connection with the Airline’s operations on the Airline Premises, the following: SAMPLE
Stormwater. The Property is being developed with privately maintained roads and a privately maintained drainage system. Stormwater runoff from the Project will be conveyed to on-site stormwater retention systems by means of grassed xxxxxx, curb gutters, and an underground drainage pipe system. The stormwater retention systems onsite may be interconnected with such systems on adjacent sites, subject to approval of the St. Xxxxx River Water Management District and the City. The City and Owner/Developer will coordinate at time of site plan or plat review to ensure that offsite drainage will not be affected by the onsite improvements.
Stormwater. Developer will comply with all stormwater and flood control ordinances, including but not limited to the Stormwater Management and Sediment Control Ordinance for Horry County, South Carolina; the Horry County Stormwater Management Design Manual, and the Horry County Flood Damage and Control Ordinance. The site design for the project shall minimize the generation of stormwater and maximize pervious areas, and stormwater management facilities shall be designed to reduce the 25-year, 24-hour developed peak discharge rates by twenty percent (20%) from the exiting peak discharge rates. In addition, the 100-year, 24-hour post-development peak discharge rates must not be greater than the pre- development peak discharge rates. Developer shall meet or exceed all County Stormwater Management and Sediment Control Ordinance requirements in effect as of the time of permitting.
Stormwater. Developer will prepare and comply with an Erosion Control and Stormwater Management Plan (ESCWMP) in accordance with the Wisconsin General Permit to discharge under the Wisconsin Pollutant Discharge Elimination System (WPDES) regulations established by the Clean Water Act and guided by the State of Wisconsin Department of Natural Resources.
Stormwater. The developer will provide for the treatment, storage, and disposal of surface drainage through a stormwater system designed to the current Drainage Design and Erosion Control Manual for Olympia and Chapter 5 of the Engineering Design and Development Standards.
Stormwater. As detailed in the Storm Water Data Report (SWDR) prepared for the Project Approval and Environmental Document (PA&ED) phase, the Design Pollution Prevention (DPP) strategy for providing storm water treatment for the runoff within State Right-of-Way includes permanent measures to reduce pollution discharges by incorporating detention basins and biofiltration xxxxxx. The approved cover sheet for the SWDR is provided in Attachment G. This strategy was selected based on the existing site constraints and the feasibility of the treatment BMPs. Treatment BMPs were used in series to increase the treatment percentage and efficiency. The proposed detention basins and biofiltration xxxxxx will be accessible for maintenance through the implementation of maintenance vehicle pullouts. The Project proposes five detention basins and two biofiltration xxxxxx. One detention basin is proposed at Station 85+00 on the WB side, the second detention basin at Station 87+00 on the WB On-Ramp, the third detention basin at Station 90+00 on the EB side, the fourth detention basin at Station 94+00 on the EB On-Ramp, and the fifth detention basin at Station 97+00 on the WB Off-Ramp. One biofiltration swale is proposed at Station 92+00 and the second biofiltration swale is proposed at Station 102+00 along the mainline median. The Draft Drainage Report prepared for the PA&ED phase provides preliminary locations and design parameters. Final design of storm water elements will be coordinated with Caltrans District Hydraulics Branch during the PS&E phase.