Preliminary Design

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Preliminary Design Report March 13, 2015 Preliminary (30 ) Design Report RS-G341 Conveyance Improvements Phase 1: Bolles East (L-16) Canal Conveyance Improvement Project Prepared for: South Florida Water Management District South Florida Water Management District RS‐G341 Conveyance Improvements Phase 1: Bolles East (L16) Canal Conveyance Improvement Project Design Report (DR) for Preliminary (30 ) Design March 13, 2015 Prepared by J‐Tech for the South Florida Water Management District Work Order No.. Table 4.3 ‐ Maximum Canal Velocities (ft/s) MODEL RIVER MILE REMOVAL VOLUMES FEATURE CONVEYANCE ¾” 1” 1¼ 1½ 6281 Star Farms Br, W 2.12 2.23 2.28 2.38 0.64 6311 Star Farms Br, E 1.8 1.89 1.94 2.02 0.52 10046 Kennedy Farms Br, W 2.13 2.23 2.29 2.38 0.91 10090 Kennedy Farms Br, E 2.13 2.23 2.29 2.38 0.93 12771 Boca Chica Rd Br, W 2.02 2.16 2.26 2.39 1.21 12829 Boca Chica Rd Br, E 2.02 2.19 1.19 1.22 1.21 23552 Duda Road culverts, W 0.28 0.21 0.21 0.22 0.39 23622 Duda Road culverts, E 0.19 0.19 0.19 0.20 0.28 37788 Jett Farms Br, W 2.32 2.43 2.50 2.57 0.66 37844 Jett Farms Br, E 2.32 2.44 2.52 2.59 0.66 47107 Browns Farm culverts, W 1.22 1.36 1.40 1.46 0.24 47208 Browns Farm culverts, E 0.05 0.06 0.06 0.06 0.24 Page 18 RS‐G341 Conveyance Improvements Phase 1: Bolles East (L16) Canal Conveyance Improvement Project Design Report for Preliminary Design 4.3 Evaluated Alternatives Model Results After preliminary analyses and discussion with the District, the two agreed‐upon improvement scenarios were:  Alternative 1: 40‐ft wide canal bottom at el.. exis ting (updated 20150101) Plan: bw 40-2nonegbrw brdg20150305150in Geom: bw40e-2wbrdg20150305x 2007 .05 3/8/2015 Flow: .04 .05 20 Legend WS Max WS Ground Lev ee Inef f 15 Bank Sta Elevation (ft) 10 5 0 -5 0 50 100 150 200 250 300 Station (f t) Figure 4.18 ‐ Alt 1 ‐ Canal Improvements exis ting (updated 20150101) Plan: bw 40-2nonegbrw brdgimp20150305150in Geom: bw40e-2wbrdgimp20150305x 2007 .05 3/8/2015 Flow: .04 .0

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