Pembroke Pines, FL Environmental Rules: Erosion Control (2026)
Key Facts
- Governing section
- § 152.104, Limitations on Placement of Fill
- Fill compaction standard
- ASTM D-698 or equivalent (§ 152.091(D))
- Excavation-fill balance
- Hydraulically equivalent volume required
- Design approval
- Registered engineer or City Engineer
- Scope
- Fill placed within mapped flood hazard areas
Summary
Pembroke Pines does not run a citywide construction erosion-and-sediment ordinance; its erosion-control standard is written into the floodplain code and governs fill placed in a flood hazard area. Section 152.104 requires that fill be engineered to resist erosion and scour under flooding, and any displaced flood storage volume must be offset by matching excavation.
Subject to the limitations of this chapter, fill shall be designed to be stable under conditions of flooding including rapid rise and rapid drawdown of floodwaters, prolonged inundation, and protection against flood-related erosion and scour, in addition to these requirements, if intended to support buildings and structures (Zone A only), fill shall comply with the requirements of the Florida Building Code. For all excavation and fill projects, the volume of space occupied by the permitted fill below the base flood elevation shall be compensated for and balanced by a hydraulically equivalent amount of excavation taken from below the base flood elevation. All such excavation shall be connected to a drainage canal directly or via a culvert.
Official source re-checked September 7, 2026: no newer edition of the code had been published (publisher’s edition: 2026 S-61: Supplement contains: Local legislation current through Ord. 2056, passed 12-11-25).
Full Breakdown
104, Limitations on Placement of Fill, requires that fill placed in a flood hazard area be designed to remain stable through rapid rise and rapid drawdown of floodwaters, prolonged inundation, and flood-related erosion and scour. Fill intended to support buildings and structures in Zone A must also meet Florida Building Code requirements. For every excavation-and-fill project, the volume of space the permitted fill occupies below the base flood elevation must be balanced by a hydraulically equivalent volume of excavation taken from below the base flood elevation, and that excavation must connect to a drainage canal, either directly or through a culvert, so displaced floodwater storage capacity is not lost.
091(D) adds that fill used to elevate buildings must be compacted in accordance with ASTM D-698 or an equivalent standard, must extend beyond the building's walls before dropping below the base flood elevation, and specifically states that fill shall be protected from erosion and scour; the design of that fill or any equivalent standard must be approved by a registered professional engineer or the City Engineer. 033, and the site plan submitted with that application must show the location, extent, and proposed final grades of any filling, grading, or excavation, including compensating excavation sited on a different parcel.
Violations & Fines
Placing or grading fill in a flood hazard area without meeting Section 152.104's erosion and excavation-balance requirements is a Chapter 152 violation under Section 152.070, subject to a stop work order or notice of violation from the Floodplain Administrator. Section 152.073 makes the violation a misdemeanor carrying a fine of up to $500 or up to ten days in jail, or both, plus costs, with each day the violation continues counted as a separate offense.
Frequently Asked Questions
Does Pembroke Pines have an erosion control ordinance for construction?
What compaction standard applies to fill in a Pembroke Pines flood zone?
If I add fill below the base flood elevation, do I have to remove dirt elsewhere?
Sources & Official References
Other rules in Pembroke Pines
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