Northwest Florida Water Management District (NWFWMD)

Environmental Resource Permit Applicant's Handbook Volume II (Northwest Florida Water Management District)

Special DistrictFloridamediumNeeds reviewCitations verified

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Compare each cited field to the official PDF before relying on it. What this means

Canonical NWFWMD ERP AH Vol II special_district record. City proxies tallahassee-fl / pensacola-fl remain for municipal map coverage.

Fields not found in document: design_criteria.required_hydrologic_hydraulic_software

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), 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

Special District

“Florida water management district (ERP Applicant's Handbook Volume II)”
Chapter 62-330, F.A.C. / district handbook

State

Florida

“Northwest Florida Water Management District”
Title

Version / edition

June 28, 2024

“June 28, 2024”
Footer

Adoption / effective date

2024-06-28

“June 28, 2024”
Footer

Last revised date

2024-06-28

“June 28, 2024”
Footer

Relationship to state manual

adopts state manual directly

“Chapter 62-330, F.A.C. ERP stormwater design”
Introduction

Design Criteria

Design storm return periods (years)

10-year, 100-year

“10-year floodplain ... 100-year flood elevation”
§3.4

Water quality volume method

NWFWMD ERP AH Vol II stormwater quality criteria (Parts II/IV/V) including retention system treatment volume and additional quality standards. Quantity/flood criteria include 10-year floodplain storage and 100-year floodway conveyance limits.

“Design Criteria and Guidelines for Retention Systems ... Treatment Volume”
Part V §5.0

Peak flow calculation method(s)

Stormwater quantity rate and volume controls (Part III), Retention / detention routing, Floodplain / floodway conveyance checks

“Stormwater Quantity: Rate and Volume Controls”
Part III

Hydrologic/hydraulic software

Not found in document

No evidence cited

Approved BMP categories

Retention systems, Detention systems, On-line and off-line stormwater systems, Stormwater quantity / flood control facilities

“Retention Systems; On-Line and Off-line Stormwater Systems”
TOC