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DETENTION FACILITY DESIGN AND ANALYSIS
must be placed on outflow pipes in berm embankments impounding water greater than 8 feet in depth at the design water surface. Overflow . 1. In all ponds, tanks, and vaults, a . primary overflow (usually a riser pipe within the control structure; see Section 5.1.4.2, p. 5-32) must be provided to bypass the 100-year, 15-minute developed peak flow
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