Florida

Florida Stormwater Erosion and Sedimentation Control Inspectors Manual

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Fields not found in document: document_metadata.last_revised_date, design_criteria.peak_flow_calculation_method, design_criteria.required_hydrologic_hydraulic_software, document_metadata.state_code, document_metadata.version_or_edition, document_metadata.adoption_or_effective_date

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 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

State

“Florida Department of Environmental Protection”
Title Page

State

Not found in document

No evidence cited

Version / edition

Not found in document

No evidence cited

Adoption / effective date

Not found in document

No evidence cited

Last revised date

Not found in document

No evidence cited

Relationship to state manual

independent

“Florida Department of Environmental Protection”
Title Page

Design Criteria

Design storm return periods (years)

2-year, 10-year

“peak runoff expected from the drainage area for a 10-year storm”
Chapter 3, Page 106

Water quality volume method

Temporary (or permanent) sediment or wet detention basin providing 3,600 cubic feet of storage per acre drained

“temporary (or permanent) sediment or wet detention basin providing 3,600 cubic feet of storage per acre drained must be provided”
Chapter 3, Page 103

Peak flow calculation method(s)

Not found in document

No evidence cited

Hydrologic/hydraulic software

Not found in document

No evidence cited

Approved BMP categories

Temporary BMPs for Erosion and Sedimentation Control, BMPs—Vegetation for Erosion Control, BMPs for Dewatering

“Chapter 3: Temporary BMPs for Erosion and Sedimentation Control ... Chapter 4: BMPs—Vegetation for Erosion Control ... Chapter 5: BMPs for Dewatering”
Contents