Brevard County Natural Resources Management Office St. Johns-Crane Creek Outfall Project Stages I & II St. Johns-Crane Creek Outfall Project Timeline Stage I ASAP – Before 2009 hurricane season. Stage II Following additional design and permitting. (Construction anticipated 2010) New Culverts & Canal Expansion Flap Gate Slide Gate Aug 19th (times approximate) Discussion, Questions & Comments This presentation will be available through the county website on February 9, 2009 by connecting to the following link: http://natres.brevardcounty.us/hottopics.cfm St. Johns-Crane Creek Outfall Project Stage I – Immediate Implementation 1. Upsize three 48” diameter culverts under I-95, parallel to existing 6’x6’ box culvert. 2. Upsize flap gates on the new 48” culverts and a lift gate on the existing 6’x6’ box culvert. 3. Upsize existing two 60-inch CMP culverts west of I-95 with two 5’x8’ box culverts. St. Johns-Crane Creek Outfall Project Stage II – East of I-95 4. Add a 5’x12’ box culvert at the L-16 canal and John Rodes Blvd. crossing. 5. Upsize the 48-inch culvert crossing at the Lamplighter Village middle entrance with a 4’ x 12’ box culvert. 6. Re-grade the L-16 canal segment west of John Rodes Boulevard. 7. Upsize existing 60-inch culvert at the Lamplighter Village south entrance with two 72-inch RCP’s. 8. Construct a diversion weir on the M-1 canal, west of Wickham Road. St. Johns-Crane Creek Outfall Project Stage II – West of I-95 9. Widen and regrade existing canal from I-95 to the St. Johns River at Lake Washington. 10. Construct a treatment pond west of I-95, per St. Johns River Water Management District requirements. 11. Upsize existing CMP culverts ½ mile west of I-95 with two 5’x8’ box culverts.
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