City of Port St. Lucie
SFWMD Environmental Resource Permit Applicant's Handbook Volume II (Basis of Review)
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Compare each cited field to the official PDF before relying on it. What this means
Municipality coverage via SFWMD ERP AH Vol II. Prefer city-specific drainage criteria if a durable public PDF appears.
Other manuals in Florida: City of Boca Raton, City of Cape Coral, City of Daytona Beach, City of Deltona, City of Gainesville (SRWMD criteria), City of Hialeah, City of Jacksonville, City of Lakeland, City of Melbourne, City of Miami / Miami-Dade (SFWMD criteria), City of Orlando, City of Palm Bay, City of Palm Coast, City of Pensacola (NWFWMD criteria), City of Tallahassee (NWFWMD criteria), City of Tampa (SWFWMD criteria), City of West Palm Beach, Florida, Florida Department of Transportation (FDOT), Northwest Florida Water Management District (NWFWMD), Pinellas County, South Broward Drainage District, South Florida Water Management District (SFWMD), Southwest Florida Water Management District (SWFWMD), St. Johns River Water Management District (SJRWMD), Suwannee River Water Management District (SRWMD)
Document Metadata
Jurisdiction level
City
No evidence cited
State
Florida
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Version / edition
Effective July 4, 2010 (draft ERP Vol II mirror)
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Adoption / effective date
2010-07-04
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Last revised date
Not found in document
No evidence cited
Relationship to state manual
adopts state manual directly
No evidence cited
Design Criteria
Design storm return periods (years)
25-year, 100-year
No evidence cited
Water quality volume method
SFWMD ERP AH Vol II: wet detention volume for the first inch of runoff from the developed project (or 2.5 in over the basin for projects with ≥50% impervious / special cases per rule); dry detention = 75% of wet; retention = 50% of wet. Quantity: off-site discharge typically based on 3-day / 25-year storm unless local criteria are more stringent; 100-year / 3-day considered for flood protection / finished floors.
“Wet detention volume shall be provided for the first inch of runoff”
SFWMD Vol II water quality criteria
Peak flow calculation method(s)
3-day / 25-year off-site discharge (default), 100-year / 3-day flood considerations, Retention / detention routing
No evidence cited
Hydrologic/hydraulic software
Not found in document
No evidence cited
Approved BMP categories
Wet detention systems, Dry retention / detention, Exfiltration trenches, Swales / pretreatment, Other SFWMD-approved BMPs
No evidence cited