Create a new Basin Model for HEC-HMS Problem 5.2 to reflect a detention pond near Junction 2. Assume that the pond can be modeled in such a way that only the runoff from subbasin 3 should be routed through it. The storage-discharge relation is given as follows:

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S (ac-ft 0 200 375 508 860 112315002120 Q (cfs) 146 352 480 600 710 1733