Pinellas County
Stormwater Manual
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Pinellas County Stormwater Manual Apr 2024. Pipeline excerpt repair removed 1 unlocated citation(s).
Fields not found in document: design_criteria.design_storm_return_periods_years, design_criteria.required_hydrologic_hydraulic_software, document_metadata.state_code
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 Port St. Lucie, 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), 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
County
“Pinellas County”
Cover
State
Not found in document
No evidence cited
Version / edition
Revised April 23, 2024
“REVISED APRIL 23, 2024”
Cover
Adoption / effective date
2024-04-23
“APRIL 23, 2024”
Cover
Last revised date
2024-04-23
“APRIL 23, 2024”
Cover
Relationship to state manual
independent
“Pinellas County Stormwater Manual / state water quality standards”
Introduction
Design Criteria
Design storm return periods (years)
Not found in document
No evidence cited
Water quality volume method
Presumptive treatment criteria include 0.5 inch for dry retention and 1 inch for wet detention over the contributing area (small-site provisions). Manual Parts A–B cover water quality/quantity performance standards, BMP criteria (bioswales, wet detention, green infrastructure), and attenuation/storage requirements.
“Presumptive treatment criteria of 0.5" for dry retention and 1" for wet detention”
Small sites
Peak flow calculation method(s)
Water quantity attenuation and storage criteria (Chapters 1–2), Off-site compensating treatment / regional facilities, BMP-specific hydraulic design (Part B)
“attenuation, storage and treatment required”
Performance standards
Hydrologic/hydraulic software
Not found in document
No evidence cited
Approved BMP categories
Dry retention / exfiltration, Wet detention, Bioswales / treatment swales / green gutters, Green infrastructure BMPs
“Bioswales/Treatment Swales / Wet Detention / Green Infrastructure”
Chapter 4 / 6