Florida
Florida Stormwater Erosion and Sedimentation Control Inspectors Manual
StateFloridahighNo
Fields not found in document: document_metadata.last_revised_date, design_criteria.peak_flow_calculation_method, design_criteria.required_hydrologic_hydraulic_software
Document Metadata
Jurisdiction level
state
“Florida Department of Environmental Protection”
Title Page
State
Florida
“Tallahassee, FL 32399”
Title Page
Version / edition
July 2018
“July 2018”
Title Page
Adoption / effective date
2018-07
“July 2018”
Title Page
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
Required 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