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Master Plan Development - City of Boca Raton

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<strong>City</strong> <strong>of</strong> <strong>Boca</strong> <strong>Raton</strong> Stormwater Management <strong>Master</strong> <strong>Plan</strong>Drainage BasinC-15 WatershedA portion <strong>of</strong> the <strong>City</strong> is within the SFWMD C-15 Basin. The drainage areas discharging into theL-40, L-41, and L-42 Canals west <strong>of</strong> Military Trail, or that discharge directly into the C-15 Canalupstream <strong>of</strong> the S-40 structure are within the C-15 Basin.Hillsboro WatershedThe Hillsboro Watershed within the <strong>City</strong> is that area that ultimately drains to the freshwaterportion <strong>of</strong> the Hillsboro Canal (upstream <strong>of</strong> the G-56 Structure). This area is in the west centralarea <strong>of</strong> the <strong>City</strong> and discharges to the Hillsboro Canal via the LWDD E-2 Canal outside the <strong>City</strong>limits (not shown).Figure 5 provides the graphic representation <strong>of</strong> the delineated watersheds. Please note that thewatersheds extend beyond the <strong>City</strong> limits, but were only reviewed and revised within the <strong>City</strong>limits.Once the five major watersheds were delineated, a comparison was made to previous/otherdelineations (SFWMD, NPDES, and DEP). Figure 6 shows the five major basins, overlaid withthe previous basin delineations. The two areas where the SFWMD drainage basin delineationdiffers most notably are: between Military Trail and Dixie Highway, north <strong>of</strong> Yamato Road; and,west <strong>of</strong> Dixie Highway, south <strong>of</strong> Glades Road. The area most notably difference from theNPDES basin delineation is the area west <strong>of</strong> Dixie Highway, south <strong>of</strong> Glades Road. Finally, themost notable difference from the DEP delineation is the north-south boundary between theICWW and E-4 basins and the C-15 and E-3 basins.The DEP uses their basin delineations in the water quality modeling that is conducted as part <strong>of</strong>the TMDL program. Therefore, we recommend that the <strong>City</strong> provide the updated watersheddelineations for DEP’s consideration in the very near future.B. Major OutfallsA requirement <strong>of</strong> the <strong>City</strong>’s MS4 NPDES permit is the identification <strong>of</strong> major outfalls to Waters<strong>of</strong> the State and their associated drainage areas. A major outfall is defined as a discharge pipe <strong>of</strong>36" or larger, or a discharge pipe that serves a drainage area 50 acres or larger in size. The <strong>City</strong>’smajor outfalls were determined by first identifying the pipes within the <strong>City</strong>’s stormwaternetwork that are 36" or larger. Following this, drainage areas that discharge to Waters <strong>of</strong> theState were delineated. There were no drainage areas <strong>of</strong> 50 acres or larger discharging from a pipeless than 36” in size. There are 23 major outfalls within the <strong>City</strong>; shown on Figure 7. Eight <strong>of</strong>the 23 outfalls discharge stormwater from only PBC roadways; however, they have been includedbecause the <strong>City</strong>’s stormwater network information identifies the <strong>City</strong> as the owner <strong>of</strong> the outfallstructures. The identification number shown for each outfall basin in Figure 7 corresponds tothe entries in Table 3. This table provides a summary <strong>of</strong> the outfall basin information.L/bocaswmp/a6016.01/InterimReport 11-27-07/r02Page 10MOCK•ROOS

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