Common use of Peak Discharge Rate Limits Clause in Contracts

Peak Discharge Rate Limits. The post-development stormwater runoff peak discharge rate shall be controlled such that the post-development runoff peak discharge rate at all locations where stormwater runoff exits a treatment subbasin west of Xxxxxx Creek and the Developed Property shall not exceed the pre-development (existing conditions) stormwater runoff peak discharge rate for the local 1-year (2.88 inches), 2-year (3.60 inches), 25-year (6.41 inches) 24-hour duration storm events.

Peak Discharge Rate Limits. The post-development stormwater runoff peak discharge rate shall be controlled such that the post-development runoff peak discharge rate at all locations where stormwater runoff exits a treatment subbasin west of Xxxxxx Creek and the Developed Property (and/or at other internal points designated by the Town [OBEY CREEK: in the conceptual plan]), shall not exceed the pre-development (existing conditions) stormwater runoff peak discharge rate for the local 1-year (2.88 inches), 2-year (3.60 inches), 25-year (6.41 inches) 24-hour duration storm events.

Peak Discharge Rate Limits. The post-development stormwater runoff peak discharge rate shall be controlled such that the post-development runoff peak discharge rate at all locations where stormwater runoff exits a treatment subbasin west of Xxxxxx Creek and i n the Developed Property Project (or at other points designated in the conceptual plan), shall not exceed the pre-development (existing conditions) stormwater runoff peak discharge rate for the local 1-year (2.88 inches), 2-year (3.60 inches), and 25-year (6.41 inches), and 50-year (6.86 inches) 24-hour duration storm events.

Peak Discharge Rate Limits. The post-development stormwater runoff peak discharge rate shall be controlled such that the post-development runoff peak discharge rate at all locations where stormwater runoff exits a treatment subbasin west of Xxxxxx Creek and the Developed Property (or at other internal points designated by the Town [OBEY CREEK: in the conceptual plan]), shall not exceed the pre-development (existing conditions) stormwater runoff peak discharge rate for the local 1-1- year (2.88 inches), 2-year (3.60 inches), 25-year (6.41 inches) 24-hour duration storm events.

Peak Discharge Rate Limits. The post-development stormwater runoff peak discharge rate shall be controlled such that the post-development runoff peak discharge rate at all locations where stormwater runoff exits a treatment subbasin west of Xxxxxx Creek and the Developed Property (and/or at other internal points designated by the Town [OBEY CREEK: in the conceptual plan]), shall not exceed the pre-pre- development (existing conditions) stormwater runoff peak discharge rate for the local 1-year (2.88 inches), 2-year (3.60 inches), 25-year (6.41 inches) 24-hour duration storm events.

Peak Discharge Rate Limits. The post-development stormwater runoff peak discharge rate shall be controlled such that the post-development runoff peak discharge rate at all locations where stormwater runoff exits a treatment subbasin west of Xxxxxx Creek and the Developed Property (or at other points designated in the conceptual plan), shall not exceed the pre-development (existing conditions) stormwater runoff peak discharge rate for the local 1-year (2.88 inches), 2-year (3.60 inches), 25-year (6.41 inches) 24-hour duration storm events.

Peak Discharge Rate Limits. The post-development stormwater runoff peak discharge rate shall be controlled such that the post-development runoff peak discharge rate at all locations where stormwater runoff exits a treatment subbasin west of Xxxxxx Creek and the Developed Property and/or at other internal points designated by the Town shall not exceed the pre-development (existing conditions) stormwater runoff peak discharge rate for the local 1-year (2.88 inches), 2-year (3.60 inches), 25-year (6.41 inches) 24-hour duration storm events.