Flood & stormwater engineering · Texas + Florida

Water follows the math.We do the math first.

Floodplain, drainage and stormwater engineering for developers, civil teams and cities. Modeled, sealed and defended by the engineer who runs the model.

Reply within one business dayPE-sealed deliverablesTexas · Florida
STA 0+00The disciplines

Four disciplines.One water problem.

Open any of them for the work, the deliverables and the tools behind them.

Floodplain EngineeringCLOMR · LOMR · No-rise · Floodway

Hydrologic and hydraulic analysis, FEMA map revisions and regulatory compliance for projects in and around Special Flood Hazard Areas. From the first screening to the letter from FEMA.

Explore floodplain engineering

HEC-RAS · HEC-HMS · ArcGIS

FEMA floodplain analysisFlood zone limits and base flood elevations to FEMA standards.
CLOMRs & LOMRsMap revision packages, prepared and submitted.
No-rise certificationsSealed analysis showing zero rise from floodway work.
Floodway & storageEncroachment reviews and compensating storage.
Stormwater & DrainageStudies · Ponds · Culverts

Drainage studies, stormwater management reports, detention and retention pond design, and culvert and channel hydraulics, from early feasibility through final permit.

Explore stormwater & drainage

HEC-HMS · TR-55 · Rational method · HEC-RAS

Hydrologic analysisPeak flows and runoff volumes for design storms.
Stormwater reportsPre and post development, documented for permits.
Pond designDetention and retention sizing and routing.
Culverts & channelsCapacity, tailwater and downstream impact.
Development SupportFeasibility · Due diligence · Entitlement

Early engineering on floodplain and drainage constraints, so there are no late surprises in permitting. The sooner the water is understood, the more it saves.

Explore development support

Screening · Assessment · Agency coordination

Feasibility & due diligenceFlood zone and drainage risk before you invest.
Site floodplain assessmentZones, BFEs and floodway limits on your parcel.
Entitlement supportStudies for rezoning and entitlement submittals.
Agency coordinationResolving review comments to approval.
Municipal SupportMaster plans · Complaints · Grants

An on-call floodplain and stormwater engineer for cities, counties and public works departments that don’t carry one on staff.

Explore municipal support

Capacity analysis · CIP planning · FEMA mitigation grants

Floodplain managementMap revisions, ordinance and NFIP support.
Drainage master planningWatershed studies and prioritized capital plans.
Flooding complaintsField assessment, analysis and documented findings.
Grant exhibitsTechnical support for FEMA mitigation funding.
STA 0+00The 1% storm

The “100-year flood”isn’t once a century.

It’s a flood with a 1% chance of happening in any given year. Pick a storm and watch the water find its level.

26%The chance a 1% flood (100-year) happens at least once over a 30-year mortgage.
Illustrative section · not a modelLooking downstream
Pick a storm
Chance in any year1%
Floodplain width0 ft
Finished floor+1.0 ft
Depths are examples for teaching. Real answers come from a model of your site.
STA 0+00How a project moves

Five sheets.One answer.

  1. 01Screen

    Flood zones, soils, outfalls and the rules that apply, on day one.

  2. 02Model

    Rainfall to runoff to water surface, in HEC-HMS and HEC-RAS.

  3. 03Design

    Ponds, pipes and grading that make the numbers work.

  4. 04Document

    A sealed report written for the reviewer who has to approve it.

  5. 05Defend

    Every review comment answered until the permit clears.

EXISTING ROAD · 60′ R.O.W.25252525303035262728PARCEL ±7.6 ACZONE AE1% ANNUAL CHANCEFLOODWAYZONE XFLOWN050100200FTELEV. FT NAVD88 · 1 FT CONTOURS5+0010+0015+0035075012001600HEC-RAS · XS BY RIVER STATION (FT)FFE 39.5FFE 39.5FFE 38.0FFE 36.0FFE 35.5WET DETENTION1.6 AC-FTNWL 27.5TOB 31.5 · DHW 30.524″ RCPOCS · WEIR 27.536″ RCPHEADWALLINV 19.8DRAINAGE REPORTPRE / POST · 25-YR 24-HR STORM10203010111213141516HRCFSPRE 18.0POST IN 25.6POST ROUTED 16.9 CFS ≤ PRECREELSEALED · P.E.REVIEW COMMENT 3 · TAILWATER AT OUTFALLRESPONSE: ROUTED WITH 1% WSEL 26.8 AT RS 930.PEAK 16.9 CFS ≤ PRE 18.0 CFS. CLOSED.APPROVED
ProjectExample site · illustrative
SheetC-01
DatumNAVD88
StageScreen
STA 0+00Where we work

Two states.Two different water problems.

Licensed in Texas and Florida, based in Daytona Beach. The physics is the same. The water, the rules and the reviewers are not.

Texas

Rain that arrives all at once.

Intense rainfall, fast-rising creeks and flash flooding. NOAA’s Atlas 14 raised design rainfall across much of the state in 2018, and Atlas 15 preliminary estimates are now out for peer review.

  • Rainfall-runoff modeling
  • Channel & culvert hydraulics
  • Detention design
  • CLOMR / LOMR
Texas
Florida

Flat ground, high water.

Low relief, high groundwater, tides and nutrient rules. Five water management districts, and a statewide stormwater rule that took effect June 28, 2024.

  • ERP stormwater design
  • Pond routing
  • Tailwater & tides
  • No-rise & floodway
Florida
Portrait of the engineerEnvironmental portrait at a real creek or culvert · session scheduled before launch
STA 0+00The engineer
You talk to the engineer who runs the model.

Creel was built on a simple idea: clients are better served by a firm that goes deep in one discipline than one that spreads thin across many. No account managers and no hand-offs. The person on the phone builds the model, seals the report and answers the reviewer.

Technical rigorAnalysis built to hold up to regulatory and peer review.
Direct communicationNo intermediaries between you and your engineer.
Regulatory fluencyFEMA, NFIP and state and local stormwater rules.
Project focusA limited workload, so every project gets real attention.
Engineer of recordName, PE · pending
Professional Engineer · TexasLicense no. pendingVerify
Professional Engineer · FloridaLicense no. pendingVerify

About the firm

STA 0+00Project files

The work,one sheet at a time.

Every file answers four things: where, what the problem was, how it was modeled and how it ended.

Example layout

No-rise certification

Where
County, state
Problem
Culvert replacement inside a regulatory floodway.
Method
HEC-RAS 1D, existing vs proposed.
Outcome
One line, e.g. certified zero rise, permit issued.
Example layout

Detention for a subdivision

Where
County, state
Problem
New development can’t raise downstream peak flow.
Method
HEC-HMS routing, pond sized to match.
Outcome
One line, e.g. peak held to pre-development.
Example layout

Street flooding complaint

Where
City, state
Problem
Repeat flooding at one intersection.
Method
Field visit, storm drain capacity analysis.
Outcome
One line, e.g. the retrofit that went into the CIP.

All project files

STA 0+00Flood zone check

Is your sitein the floodplain?

Type an address for a quick screening against FEMA’s flood maps. It’s a starting point, not a determination. When it matters, get a real answer from a licensed engineer.

Open the full Flood Zone Check

Flood zoneAE
Base flood elev.9 ft
FloodwayNo
Example Type an address to check it against FEMA’s flood maps.Zone AE is a special flood hazard area with a published base flood elevation. Building here usually needs a floodplain development permit, and lenders require flood insurance on federally backed mortgages.Get a real answer from a PE →
STA 0+00Questions

Straightanswers.

What’s the difference between a CLOMR and a LOMR?

A CLOMR (Conditional Letter of Map Revision) is FEMA’s comment on a proposed project, before it’s built, on whether it would meet mapping requirements. A LOMR (Letter of Map Revision) officially changes the flood map after the project is built, based on as-built information. Many projects need both.

When is a no-rise certification required?

When development is proposed in a regulatory floodway. Federal floodplain rules require an engineering analysis showing the project won’t increase flood heights during the base flood (44 CFR 60.3(d)(3)). Local ordinances can be stricter.

Can you work as our H&H subconsultant?

Yes. Creel handles the hydrologic and hydraulic analysis while your team runs grading, utilities and layout. Deliverables are formatted to drop straight into your permit package.

What should I send to get started?

The site location or parcel, any survey or topo you have, your site plan and your deadline. Partial information is fine. The first conversation sorts out what’s actually needed.

How quickly will I hear back?

Within one business day, directly from the engineer.

Do you require a retainer or a package?

No. All work is scoped to the project. No packages and no retainers.

STA 0+00Start a project

Send the site.We’ll tell you where the water goes.

Emailmcreel@creelengineering.com
Phone919-757-2886
OfficeDaytona Beach, Florida
LicensedTexas · Florida
ReplyWithin one business day

I am a…

What do you need?

Where is it, and when?

Tell us about it.

Received. The engineer will follow up within one business day.

This preview doesn’t send anything. On the live site, your answers go straight to Creel.

919-757-2886Start a project →