City of Jacksonville

Land Development Procedures Manual Volume 2

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

Jacksonville LDPM Vol 2 effective Jan 2026. Confirm exact Table 3.7-1 WQ criteria from PDF. Pipeline excerpt repair removed 1 unlocated citation(s).

Fields not found in document: document_metadata.last_revised_date, 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 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), 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

“City of Jacksonville”
Title

State

Not found in document

No evidence cited

Version / edition

Effective January 2026

“effective January 2026”
Cover

Adoption / effective date

2026-01-01

“January 2026”
Cover

Last revised date

Not found in document

No evidence cited

Relationship to state manual

independent

“Manual Effective January 2026 Page 3 Volume 2: Design Guidelines LAND DEVELOPEMENT PROCEDURE MANUAL REVISIONS Revision Number Sections Revised Effective Date 28 All manual sections reorganized, all of Sections 1, 3, 4 and 7 revised, Appendix 1 Revised, Appendix 3 deleted 07/13”
p. 3

Design Criteria

Design storm return periods (years)

3-year, 5-year, 10-year, 25-year, 50-year, 100-year

“in the flood plain. c. In the event a 100-year flood zone, as shown on current FIRM MAPS or delineated by the best available data, is to be filled, 6. Flood-Prone Areas a. Adequate drainage must be provided to accommodate storm water if flood-prone areas are filled. This could”
p. 76

Water quality volume method

Wet detention and other stormwater management facilities per LDPM Vol 2; Table 3.7-1 and related criteria. Rational SMF storage for 100-year; SCS for 25-year in specified contexts. MSMP 2070 rainfall depths for 3/5/10/25/50/100-year 24-hour storms.

“wet detention Table 3.7-1”
Table 3.7-1

Peak flow calculation method(s)

Rational Method and SCS methods as applicable, Stormwater management facility storage: Rational 100-year / SCS 25-year contexts, Design rainfall depths from MSMP 2070 for multiple return periods

“Rational SMF storage 100-year / SCS 25-year”
SMF design

Hydrologic/hydraulic software

Not found in document

No evidence cited

Approved BMP categories

Wet detention, Stormwater management facilities (SMFs), Other LDPM Vol 2 BMPs

“wet detention”
Table 3.7-1