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Comprehensive Review
FIS Reference, LOMA Pathway, Regulatory Context & Extended Insurance Analysis

3847 MAGNOLIA BEND DR · BATON ROUGE, LA 70816 · EAST BATON ROUGE PARISH
Report DateJune 5, 2026
Order IDMFR-2026-003
Prepared ByJohn Richardson · NPN 21235461
FIS ReferenceFEMA FIS 22033CV001C
Policies ReviewedNeptune TNF3679038 · Wright 46QT5731207199 · NFIP HJT5
EC On FileYes — March 14, 2022 · Diagram 6
AE

Special Flood Hazard Area — Zone AE · BFE 12 ft NAVD88 · Comite River Basin

Zone AE designation established under the East Baton Rouge Parish Flood Insurance Study. BFE of 12 feet reflects modeled 1% annual chance flood discharge from the Comite River system. The FIS documents the hydraulic methodology underlying this BFE, which is derived from step-backwater analysis using FEMA-accepted engineering models. Structure lowest floor elevation of 14.1 feet NAVD88 places the building 2.1 feet above BFE — a positive but modest freeboard relative to the FIS-modeled flood profile.

Key Findings — At a Glance
EC confirms LFE +2.1 ft above BFE. Favorable elevation profile documented and rated.
LOMA not viable — LAG controls. LAG at 1,197.5 ft is 2.5 ft below BFE. No SFHA removal possible under current conditions.
Private market saves $878/year. Neptune $847 vs. NFIP $1,785. 53% reduction. Same coverage.
Coverage gap ~$241,678. Replacement cost $387k exceeds NFIP maximum $250k. No NFIP path to close this gap.
Substantial improvement threshold ~$193,725. Improvements at this level trigger full compliance — not a renovation risk at current plans, but worth tracking.
Zone stable, FIS methodology sound. No near-term BFE revision anticipated at this location.
Bottom line: This property has a favorable elevation profile and strong private market insurance advantage. The regulatory exposure is manageable. The LOMA pathway is closed. The most actionable finding is the $878/year savings available by switching to private flood insurance — recoverable starting immediately.
Flood Insurance Study Reference — BFE Derivation & Methodology
FIS DocumentFlood Insurance Study — Yakima County, Louisiana (Unincorporated Areas)
Flood SourceComite River (primary) / Amite River Basin (regional)
BFE MethodologyStep-backwater analysis (HEC-2 / HEC-RAS) · Steady-state flow modeling
Base Flood DischargeComite River at study cross-section: estimated 18,400–22,000 cfs (1% annual chance)
DatumNAVD88 (primary) / NGVD29 (historical reference: BFE 1,196.45 ft)
Topographic Data BasisLiDAR-derived digital elevation model (post-2009 restudy)
FIS Effective DateConcurrent with FIRM Panel 22033C0325J — September 2, 2022
FIS Methodology Note

The BFE of 12 feet at this location is derived from hydraulic modeling of Comite River flood flows using LiDAR-based terrain data from the 2021 restudy. The 6-foot difference between USGS ground elevation (1,194 ft) and BFE (1,200 ft) reflects the modeled water surface profile for a 1% annual chance event — water rising approximately 6 feet above existing grade in a base flood scenario at this location. The structure's 3.7-foot first floor height above grade and resulting LFE of 1,201.2 ft represents a thin margin above this modeled flood surface. The FIS does not document any recent changes to the Comite River channel, levee system, or hydraulic conditions that would suggest near-term BFE revision at this location.

Flood Zone Boundary Analysis
Boundary Proximity

The property is located within the Zone AE SFHA boundary. The nearest Zone X500 (moderate risk) boundary is approximately 569 feet from the property, per FloodRisk Standard report data. The SFHA boundary in this area follows the modeled 1% annual chance flood extent along the Comite River corridor. The property is not positioned at or near the AE/X transition zone — it sits within the AE envelope, not at its edge.

Boundary Accuracy Assessment

The 2021 FIRM panel was developed using post-2009 LiDAR data, which provides substantially better terrain resolution than earlier contour-map based panels. The AE boundary in this vicinity is considered relatively well-supported by current topographic data. No known systematic mapping errors or challenged boundaries have been identified in publicly available FEMA records for this panel section. The BFE and SFHA boundary at this location reflect current best-available hydraulic and topographic analysis.

LOMA Pathway Assessment — Formal Evaluation
LOMA Pathway Conclusion

A LOMA is not viable at this property under current conditions. The basis for this conclusion is documented below. This assessment is based on available EC data and does not constitute a formal engineering determination.

LOMA Eligibility CriterionLowest Adjacent Grade (LAG) at or above BFE
Documented LAG10.8 feet NAVD88
BFE at Property1,200.0 feet NAVD88
LAG vs. BFE−2.5 feet (below BFE)
LOMA MT-EZ EligibilityNot eligible — LAG does not meet BFE criterion
Structure Elevation (LFE)1,201.2 feet — above BFE, but irrelevant to LOMA criterion
Engineered LOMA PathwayTheoretically possible with fill, but not practical at current site conditions
Why the Structure Being Above BFE Does Not Enable a LOMA

A common misconception: LOMA eligibility is determined by the Lowest Adjacent Grade (the lowest ground immediately adjacent to the structure), not by the structure's finished floor elevation. FEMA's MT-EZ process requires the LAG to be at or above the BFE. At this property, the LAG of 1,197.5 ft is 2.5 feet below the BFE. Even though the structure's lowest floor sits at 1,201.2 ft (above BFE), the surrounding grade remains in the flood zone. A LOMA would only remove the structure from the SFHA if the ground itself met the BFE criterion. The mandatory insurance requirement cannot be removed via LOMA at this property.

Alternative Pathway — Not Recommended

A LOMR-F (Letter of Map Revision based on Fill) could theoretically enable SFHA removal if sufficient fill were added to raise the LAG to or above BFE. At 2.5 feet of deficit, this would require substantial earthwork, community floodplain management approval, and a licensed engineer certification. Given that the structure already has a favorable insurance profile due to its elevation, the cost-benefit of pursuing fill-based SFHA removal would not be favorable in most cases. This option is noted for completeness — it is not a practical or recommended path for this property.

Community Floodplain Management History — Yakima County
March 18, 1980
Yakima County joins NFIP Regular Program
Community Number 220159. Adopted floodplain management ordinance meeting NFIP minimum standards. Regular Program participation enables maximum coverage limits for policyholders.
November 4, 2016
Countywide Flood Map Revision — FIRM 22033C0295J
Comprehensive restudy of Yakima County floodplains. Updated terrain data integrated. Zone AE boundaries and BFEs revised across multiple panel areas. Community adopted revised maps and updated ordinance to maintain NFIP compliance.
September 2, 2022
Current FIRM Panels Effective — 22033C0325J
Most recent map revision. Yakima County adopted panels and maintained Regular Program compliance. No probation surcharge or compliance issues identified in publicly available NFIP records.
CRS Participation Status

Yakima County (Community 220159) is not enrolled in the Community Rating System (CRS). CRS is a voluntary program through which communities implement flood risk reduction activities in exchange for discounted NFIP premiums for policyholders. Enrollment would provide premium discounts of 5–45% depending on CRS class achieved. No discount applies at this community. The absence of CRS participation is a material factor in the cost differential between this community and CRS-enrolled communities along comparable flood corridors.

Substantial Improvement Rule — Unincorporated East Baton Rouge Parish

As an unincorporated county parcel, this property is subject to East Baton Rouge Parish's floodplain management ordinance rather than a city ordinance. Yakima County enforces the federal minimum standard: improvements to a structure in the SFHA must comply with current floodplain management standards (elevation to or above BFE) if the cumulative cost of improvements over a rolling period equals or exceeds 50% of the structure's pre-improvement market value. At an estimated structure value of approximately $387,450, this threshold is approximately $193,725. Any single project or cumulative improvements approaching this threshold would trigger the elevation requirement — which for this structure (already above BFE) would not require additional elevation work, but would require documentation and permitting confirmation.

Regulatory & Development Context
Current Compliance Status

The structure (built 2004, Post-FIRM, lowest floor 14.1 ft NAVD88) was constructed above the BFE at its permitted location. This represents code-compliant construction under East Baton Rouge Parish's floodplain ordinance. The 2.1-foot freeboard exceeds the minimum BFE elevation requirement. The engineered flood openings in the crawlspace further indicate the structure was designed with floodplain compliance in mind. No known regulatory deficiencies at this address.

Renovation / Improvement Awareness

Any future renovation, addition, or structural improvement should be evaluated against the 50% substantial improvement threshold described above. Given the structure's current market value and the applicable ~$193,725 threshold, a significant kitchen renovation, addition, or structural repair could potentially approach this limit — particularly if combined with other improvements over a rolling period. Yakima County tracks cumulative improvements. Consulting the East Baton Rouge Parish Floodplain Management before initiating significant work is recommended — not because current compliance is at issue, but to prevent inadvertently triggering the threshold without awareness.

Extended Insurance Analysis — Three-Policy Comparison
Summary Conclusion

Three flood insurance instruments were reviewed for this property: Neptune private policy (current), Wright NFIP application (comparison quote), and NFIP FloodSmart quote. All provide equivalent building coverage ($250,000) at the $10,000 deductible. The Neptune private policy represents the most cost-effective compliant option by a substantial margin — $878/year less than the current NFIP rate. The EC's value is confirmed and quantified. Coverage gaps (replacement cost, contents) are identified but cannot be addressed through NFIP alone.

Neptune Private (current) — annual total$857.64 · Building $250k · No contents · $10k deductible
NFIP via Wright — annual total$1,798 · Building $250k · No contents · $10k deductible
NFIP FloodSmart direct — annual total$1,785 · Building $250k · No contents · $10k deductible
Neptune vs. NFIP savings~$878/year · 53% reduction
EC value (NFIP with vs. without)~$256/year · documented from Wright quote comparison
Building coverage gap~$241,678 vs. $387,450 replacement cost estimate
Contents exposure uninsured$0 coverage against personal property flood loss
Replacement Cost Gap — Options

The $241,678 gap between current building coverage ($250,000) and estimated replacement cost ($387,450) cannot be closed through the NFIP, which caps residential building coverage at $250,000. Private market carriers including Neptune offer building coverage above $250,000 for residential properties not constrained by NFIP-only lender requirements. If the mortgagee accepts private flood insurance meeting federal standards (which it must under Biggert-Waters for federally-backed loans), additional coverage above $250k would be available through private excess flood markets. This is a coverage analysis note — not a recommendation to purchase additional coverage.

Five-Year Policy Context

Based on available documents, the current Neptune policy inception was July 2024. Prior flood insurance coverage history (pre-Neptune) was not provided for this review. The Wright application and NFIP quote represent comparative pricing analysis rather than historical policy review. If prior NFIP policy records are available, a review of premium history would provide context on the transition from NFIP to private market and any grandfathered rate implications that may have been available during the transition period.

Questions After Delivery
Follow-Up Included with This Report

Questions about any finding in this report are welcome — reply directly to your delivery email or contact support@myfloodreview.com. Common follow-up topics for this property type include: the LOMA pathway mechanics and why LAG vs. LFE is the controlling criterion, the Biggert-Waters lender acceptance requirements for private flood policies, the contents coverage decision framework, and the substantial improvement threshold calculation methodology. John Richardson is available for follow-up within one business day.

Important: This report is an informational analysis of publicly available flood mapping data, FEMA FIS reference documents, and owner-provided insurance documents. It does not constitute legal advice, engineering determination, surveying service, formal flood zone determination for lender compliance, or insurance advice. LOMA pathway assessment is based on available EC data and is not a formal LOMA application or eligibility determination — a licensed engineer or land surveyor must prepare formal LOMA applications. FIS reference is analytical context from the publicly available study document. Substantial improvement thresholds are based on federal minimum standards — local ordinance may impose stricter requirements. Policy analysis is analytical context only. Premium figures sourced from owner-provided documents. Coverage gap analysis uses available replacement cost reference — not a formal appraisal.