Wet Floodproofing Requirements

for Structures Located in Special Flood Hazard Areas

in accordance with the

National Flood Insurance Program

FEDERAL EMERGENCY MANAGEMENT AGENCY

MITIGATION DIRECTORATE

FEDERAL INSURANCE ADMINISTRATION

FIA-TB-7

12/93
Key Word/Subject Index:

This index allows the user to locate key words and subjects in this Technical Bulletin.

The Technical Bulletin User’s Guide (printed separately) provides references to key

words and subjects throughout the Technical Bulletins. For definitions of selected

terms, refer to the Glossary at the end of this bulletin.

Key Word/ Subject Page

Accessory Structures

Agricultural Structures

Functionally Dependent Use

Garages, Attached to Residential Structure

Garages, Attached to Non-Residential Structure

Garages, Detached From Structure

Historic Buildings

Variances from NFIP Requirements

Variances, Issuance in Designated Floodways

Wet Floodproofing, Definition of

Wet Floodproofing, Engineering Considerations

Wet Floodproofing, Flood Insurance Implications

Wet Floodproofing, Planning Considerations

3

4

3

2

2

3

3

3

3

1

11

5

8

Any comments in the Technical Bulletins should be directed to:

FEMA/Mitigation Directorate

Program Development Branch

500 C St., S.W.

Washington, D.C. 20472

Technical Bulletin 7-93 replaces Technical Bulletin 85-1 (draft) “Wet Floodproofing”

Graphic design based on the Japanese print The Great Wave Off Kanagawa, by Katsushika Hokusi

(1 760-1 849), Asiatic collection, Museum of Fine Arts, Boston.
TECHNICAL BULLETIN 7-93

Wet Floodproofing Requirements for Buildings Located in Special

Flood Hazard Areas in Accordance with the National Flood Insurance

Program

INTRODUCTION

This bulletin describes planning, design, and construction requirements for wet floodproofing

certain types of structures and their uses under the National Flood Insurance Program

(NFIP). The basic characteristic that distinguishes wet floodproofing from dry floodproofing

is the internal flooding of a structure as opposed to providing essentially watertight

protection. Specifically, wet floodproofing can be defined as:

Permanent or contingent measures applied to a structure and/or its contents that

prevent or provide resistance to damage from flooding by allowing flood waters to

enter the structure.

Flooding of a structure’s interior is intended to counteract hydrostatic pressure on the walls,

surfaces, and supports of the structure by equalizing interior and 

exterior water levels during a flood. Inundation also reduces the

danger of buoyancy from hydrostatic uplift forces. Such

measures may require alteration of a structure’s design and

construction, use of flood-resistant materials, adjustment of

building operation and maintenance procedure, relocation and 

treatment of equipment and contents, and emergency

preparedness for actions that require human intervention.

Application of wet floodproofing as a flood protection technique under the NFIP is limited to

specific situations in A Zones (including A, AE, A1-30, AH, AO, AR zones). For certain

uses and types of structures described in this bulletin, communities may allow wet

floodproofing only through the issuance of a variance from certain floodplain management

requirements. The situations and conditions in which a community may allow wet

floodproofing are described in detail in the section entitled Applicability.

For structures in V zones (includes V, VE, V1-30 zones), more stringent design and

construction requirements have been established for the portion of a structure below the Base

Flood Elevation (BFE). For information on V-zone design and construction requirements,

refer to the NFIP regulations under 44 CFR Section 60.3, the Technical Bulletin series, and

FEMA’s “Coastal Construction Manual” (FEMA 55).
APPLICABILITY

New Construction and Substantial Improvements of Residential and Non-Residential

structures

An important objective of the NFIP is to protect structures constructed in floodplains

from flood-induced damage. In support of this objective, the NFIP regulations

include building design and construction criteria that apply to new construction and

substantial improvements (including structures which have incurred substantial

damage) of existing structures in Special Flood Hazard Areas (SFHA). According to

these criteria, residential structures in A zones must be constructed with their lowest

floors elevated to or above the BFE. Non-residential structures constructed in A

zones must either have their lowest floors elevated to or above the BFE or be dry

floodproofed (made watertight) to or above the BFE. Measures to accomplish dry

floodproofing of non-residential structures must not only provide watertight protection

but also must be designed to withstand hydrostatic, hydrodynamic, and impact forces

produced by flooding. The intent is to provide complete protection at least up to the

floodproofing designlevel which must, at a minimum, be-at the BFE. -

Note: To receive a flood insurance rate based on 100 year flood protection, the

structure must be dry floodproofed to an elevation at least 1 foot above the

BFE. (i.e. 1 foot of freeboard)

In accordance with the NFIP, there are limited enclosed areas within newly

constructed and substantially improved residential and non-residential structures where

the community may allow wet floodproofing without a variance as a flood protection

technique. These are limited to:

Enclosed areas be o1 w the BFE that are used solely for parking. building

access, or limited storage. New construction and the substantial improvement

of residential and non-residential structures whose lowest floors have been

constructed at or above the BFE may be constructed with enclosed areas below

the BFE. These areas must; (1) be used solely for parking, building access, or

limited storage, (2) be designed to allow for the automatic entry and exit of

flood waters through the use of openings, and (3) be constructed of flood

resistant materials.

Attached garages. A garage attached to a residential structure, constructed

with the garage floor slab below the BFE, must be designed to allow for the

automatic entry of flood waters. Openings are required in the exterior walls of

the garage or in the garage doors. In addition to allowing the automatic entry

of flood waters, the areas of the garage below the BFE must be constructed

with flood resistant materials. Garages attached to non-residential structures

must meet the aforementioned requirements or be dry floodproofed.

guidance on below-grade parking areas refer to Technical Bulletin 6,

Grade Parking Requirements”.

For

“Below2
Certain categories of structures where FEMA has advised communities that variances to

allow wet floodproofing may be issued.

Communities must determine whether a variance from local floodplain management

regulations may be issued to allow wet floodproofing for the categories of structures

described in this section. To make such a determination, the community must, at a

minimum, apply the NFIP variance criteria set forth in the 44 CFR Section 60.6.

Included in these criteria is the requirement that the variance be the minimum

necessary to afford relief, considering the flooding conditions at the site. This means

that when a community issues a variance from elevation or dry floodproofing

requirements, the structure must still be protected to the maximum extent possible

using an appropriate alternative flood protection technique, such as wet floodproofing.

To properly administer the granting of a variance for wet floodproofing, communities

should have variance review procedures in place. These variance procedures must be

within the bounds of State enabling law and meet the minimum requirements of the

NFIP.

Variances to allow wet floodproofing may be issued for the following categories of

structures. These structures must comply with floodway encroachment provisions

of the NFIP Regulations in accordance with section 60.6(a)(l).

Structures Functionally Dependent On Close Proximity to Water: Certain

structures that must be located near water are functionally dependent uses, as

defined in section 59.1, and are permitted to be wet floodproofed after the

issuance of a variance from NFIP elevation and dry floodproofing

requirements. These structures may include certain types of docking, seafood

processing, and port facilities associated with marine activities. Specific

criteria for issuing a variance for functionally dependent uses are established in

section 60. 6(a)(7). These include the requirement that the structure or other

development be protected by methods that minimize flood damage and create

no additional that to public safety.

Historic Buildings: Under section 60.6, variances may be issued for the

repair and rehabilitation of historic structures, as defined in Section 59.1, upon

the determination that the proposed repair or rehabilitation will not preclude

the structure’s continued designation of a historic structure and the variance is

the minimum necessary to preserve the historic character and design of the

structure.

Accessory structures, used solely for parking (two-car detached garages or

smaller) or limited storage (small, low-cost sheds): If a community wishes to

allow a non-elevated/non-dry floodproofed accessory structures, the

community must establish the meaning of low-cost and small accessory

structures. Communities may allow wet floodproofing of these structures

provided that they represent a minimal investment and are designed to have a

low damage potential with respect to the structure and contents.

3
The following requirements, at a minimum, must be attached to the variance

for an accessory structure:

1) it must be anchored to resist flotation, collapse, and lateral movement;

2) the portions of these structures located below the BFE must be constructed

of flood-resistant materials;

3) it must be designed to allow for the automatic entry of flood waters;

4) mechanical and utility equipment must be elevated or floodproofed to or

above the BFE;

5) it must comply with the floodway encroachment provisions of the NFIP

Regulations; and

6) its use must be limited to parking and/or limited storage.

Some communities have included provisions in their floodplain management ordinance

for permitting the construction of these low-cost, small detached accessory structures.

Communities wishing to reqgulate the placement of such structures in this manner

should contact their FEMA Regional Office for guidance and assistance.

Certain Agricultural Structures: FEMA recognizes that wet floodproofing may be

appropriate for certain types of agricultural structures located in wide, expansive

floodplains. A variance may be issued only if the structure is used solely for

agricultural purposes in which the use is exclusively in connection with the

production, harvesting, storage, drying, or raising of agricultural commodities,

including the raising of livestock. Only in circumstances when it can be demonstrated

that agricultural structures can be designed in such a manner that results in minimal

damage to the structure and its contents and will create no additional threats to public

safety, may a variance be issued. Because the wet floodproofing of a new

agricultural structure with the lowest floor below the BFE is not in conformance with

NFIP requirements, any variance issued must address both the nonconforming flood

protection technique and the restriction of use to the above-described agricultural

purposes. Types of agricultural structures that may be wet floodproofed following the

issuance of a variance are:

 Farm Storage Structure used exclusively for the storage of farm

machinery and equipment (e. g., pole and pre-fabricated metal frame structures

with open or closed sides).

 Grain bins.

 Corn cribs.

4
 General purpose barns for the temporary feeding of livestock, provided

they remain open on at least one side.

In addition to the variance requirements 1-5 under the Accessory Structure category

presented above, a variance for an agricultural structure must also be limited to

agricultural purposes.

Existing (Pre-FIRM) Structures That Are Not Substantially Improved or Substantially

Damaged

For existing structures that are not being substantially improved or that have not been

substantially damaged, the NFIP elevation and dry floodproofing regulations do not

apply. Owners may voluntarily choose to wet floodproof such a particular structure

to reduce potential flood. damage. Many existing structures are constructed of

materials that are generally permeable to flood waters, difficult to make watertight, or

unsuitable for flood protection techniques other than elevation or relocation.

Although it may be technically feasible to retrofit some older structures by sealing the

perimeter walls and creating a watertight structure, it is often unadvisable to do so

because of high probability that the dry floodproofing will fail due to some unforeseen

factor in these usually non-engineered, older structures. In these cases, wet

floodproofing and flood protection through either relocation or elevation of structures

may offer the only technically viable flood-damage reduction alternatives. In some

situations, wet floodproofing may be the only realistic economic alternative for

existing structures that are not substantially improved or damaged.

INSURANCE IMPLICATION

It must be emphasized that variances are granted with respect to floodplain

management requirements and do not affect flood insurance rates. The

Federal Insurance Administration, by statute, must charge insurance rates

commensurate with the risk to which a building is exposed. Insurance rates for

buildings constructed under variances are generally higher than rates for a

comparable structure that is fully compliant. In some instances the additional

costs of insuring these buildings, if they are not elevated or floodproofed in

accordance with the NFIP requirements, would approach or even exceed the

costs of meeting NFIP elevation or dry floodproofing requirements, and the

structure would still be exposed to flood damages.

In accordance with the NFIP regulations, communities must notify the

applicant in writing that the issuance of a variance will result in increased

premium rates for flood insurance and that such construction below the BFE

increases risks to life and property [44 CFR 60.6(4(5)].

5
NFIP Regulations

44 CFR Section 60.3 (a)(3) of the NFIP regulations requires that the community must:

“Review all permit applications to determine whether proposed building sites

will be reasonably safe from flooding. If a proposed building site is in a

flood-prone area all new construction and substantial improvements shall (i)

be designed (or modified) and adequately anchored to prevent flotation,

collapse, or lateral movement of the structure resuting from hydrodynamic

and hydrostatic loads, including the effects of buoyancy, (ii) be constructed

with materials resistant to flood damage, (iii) be constructed by methods and

practices that minimize flood damages, and (iv) be constructed with

electrical, heating, ventilation, plumbing, and air conditioning equipment

and other service facilities that are designed and/or located so as to prevent

water from entering or accumulating within the components during

conditions of flooding. ”

NFIP regulations require that all enclosures below the BFE in A Zones must either be

designed to allow for the equalization of hydrostatic forces during a flood event or be

floodproofed. When water is allowed to enter, section 60.3(c)(5) of the NFIP regulations

states that a community shall:

“Require for all new construction and substantial improvements, that fully

enclosed areas below the lowest floor that are usable solely for parking of

vehicles, building access, or storage in an area other than a basement and

which are subject to flooding shall be designed to autonatically equalize

hydrostatic flood forces on exterior walls by allowing for the entry and exit

of flood waters. Designs for meeting this requirement must either be

certified by a registered professional engineer or architect or meet or exceed

the following minimum criteria: A minimum of two openings having a total

net area of not less than one square inch for every square foot of enclosed

area subject to flooding is provided. The bottom of all openings shall be no

higher than one foot above grade. Openings may be equipped with screens,

louvers, valves, or other covetings or devices provided that they permit the

automatic entry and exit of flood waters. ”

Section 60.3(d)(3) places further restrictions on construction in floodways by stating that a

community shall:

“Prohibit encroachments, including fill, new construction, substantial

improvements, and other development within the adopted regulatory floodway

unless it has been demonstrated through hydrologic and hydraulic analyses

performed in accordance with standard engineering practice that the

proposed encroachment would not result in any increase in flood levels

within the community during the occurrence of the base flood discharge. ”

6
Concerning the issuance of variances, section 60.6(a)(3) states:

“Variances shun only be issued by a community upon (i) a showing of good and

sufficient cause, (ii) a determination that failure to grant a variance would result in

exceptional hardship to the applicant, and (iii) a determination that granting of a

variance will not result in increased flood heights, additional threats to public

safety, extraordinary public expense, create nuisances, cause fraud on or

victimization of the public, or conflict with existing local laws or ordinances; "

And section 60,6(a)(4) states that

“Variances shall only be issued upon a determination that the variance is the

minimum necessary, considering the flood hazard, to afford relief;”

Concerning fictionally dependent uses under the NFIP variance criteria, “Functionally

dependent use” is defined in section 59.1 as:

It nctw“ nallv dependent use means a use which cannot perform its intended

purpose unless it is located or carried out in close proximity to water. The term

includes only docking facilities, port facilities that are necessary for the haling and

unloading of cargo and passengers, and ship building and ship repair facilities, but

does not include long-term storage or related manufacturing facilities. ”

Section 60.6(a)(7) states that: ‘

“Variances maybe issued by a community for new construction and substantial

improvements and for other development necessary for the conduct of a functionally

dependent use provided that (i) the criteria of paragraphs (a)(1) through (a)(4) of

this section are met, and (ii) the structure or other development is protected by

methods that minimize flood damage during the base flood and create no additional

threats to public safety. ”

Concerning granting variances for historic structures under the NFIP variance criteria,

section &60. 6(a) states that:

“... Variances may be issued for the repair and rehabilitation of historic structures

upon the determination that the proposed repair or rehabilitation will not preclude

the structure’s continued designation as a historic structure and the variance is the

minimum necessary to preserve the historic character and design of the structure.”

Lastly, concerning granting variances in designated floodways, section 60.6(a)(l) states that:

“Variances shall not be issued by a community within any designated regulatory

floodway if any increase in flood levels during the base flood discharge would

result;“

Note; Readers are strongly advised to become familiar with all provisions of section 60.6,

7
It should be noted that Technical Bulletins provide guidance on the minimum requirements

of the NFIP regulations. Community or State requirements that exceed those of the NFIP take

precedence. Those contemplating wet floodproofing a structure should contact the community

to determine whether more restrictive local or State regulations apply to the structure or site

in question. All applicable standards of the State or local building code must also be met for

any structure in a special flood hazard area.

Planning Considerations

A review of the following factors for the site in question will assist in determining whether

wet floodproofing is appropriate. For example, if a site will be subject to rapidly rising,

high-velocity flood waters during a flood, and the available warning time is short, then the

site is unsuitable for a wet floodproofed structure. In this situation, elevation or relocation of

the building outside the floodplain would be the preferred alternatives.

Warning Time

The rate-of-rise of flood waters for the site in question, the established flood warning system

(if any), the flood warning time available, and the reliability of the flood warning must be

reviewed to determine appropriate wet floodproof design elements. The rate-of-rise or the

flood warning time available through an existing reliable (community-based or regionallybased) flood warning system must be adequate to provide sufficient lead time to evacuate a

flood prone structure when flooding threatens. In addition, sufficient warning time must

exist to successfully implement a plan that requires human intervention which would include

such items as the removal of equipment or contents, or the elevation of contents within the

structure. Wet or dry floodproofed structures are not appropriate for any site in a flash flood

area, because of the potentially short warning time.

Safety and Access

Safe access to a wet floodproofed structure may be a critical factor in the determination of

whether wet floodproofing is an appropriate design alternative. It is anticipated that most

wet floodproofed structures will not need to be accessed during flooding. In situations where

there is a need to access the structure during conditions of flooding, safe access shall be

considered. In 1987, Colorado State University conducted a study of human stability in flood

flow conditions based on the product number of depth of flow multiplied by the floodwater

velocity. Results of this study indicated that any floodplain location with a product number

of 4 or greater (depth in feet multiplied by velocity in feet per second) will create a hazard

for anyone attempting to escape from or gain access to the site. Such sites are only

acceptable for wet floodproofed structures if modifications are made to the site to reduce the

flood hazard and sufficient warning time is available to safely evacuate the site.
prioritized, particularly any evacuation that will be involved. The plan should be

completely tested to ascertain its practicality, and also should be reviewed and

updated following a flood event.

Other Considerations

Having considered all of the above, a community may choose to:

limit the size and number of structures that may be wet floodproofed,

restrict the location of wet floodproofed structures to areas where the depth of

flooding and/or floodwater velocity will not result in damage to structure or its

contents, and/or

consider the possibility of combining elevation and dry floodproofing with wet

floodproofing where the level of risk warrants such action.

Engineering Considerations

There are three main components to wet floodproofing a structure; design elements, flood

resistant materials, and protection of contents. As with the application of dry floodproofing

techniques, developing a wet floodproofing strategy requires site-specific evaluations that

may necessitate the services of a design professional.

Protection of the Structure

Hydrostatic forces must be counteracted to prevent wall collapse and flood-induced uplift.

This is achieved through the use of wall openings that allow water to enter the structure,

thereby equalizing the hydrostatic pressure. The NFIP requirements concerning openings are

discussed in Technical Bulletin 1, “Openings in Foundation Walls. ” In addition, provisions

must be made to prevent air trapped within the structure during periods of inundation from

becoming pressurized and damaging on the exterior walls and roof. Because structures may

become buoyant in the presence of flood water, superstructures need to be designed to

prevent separation from the foundation. All structural and non-structural components must

be constructed of materials that are durable, resistant to flood forces, and resistant to

deterioration caused by repeated inundation by floodwater. Components not inundated with

flood water must be able to resistant damage as a result of excessive humidity associated with

flooding and post-flood conditions. Technical Bulletin 2 “Flood Resistant Materials” provides

specific guidance on which materials are acceptable under the NFIP.

Foundations; The failure of foundations in structures subjected to inundation is a

major cause of structural damage. Foundation design is a site-specific process that

must take into account local soils and building load conditions. Included in the site

analysis should be the influence of hydrologic and hydraulic conditions (velocity of

11
flow, rate-of-rise, depth, flood-borne constituents, and duration) on the foundation

design. The ability of floodwater to adversely affect the integrity of structure

foundations by eroding supporting soil, scouring foundation material, and

undermining footings necessitates careful examination of foundation designs.

An extremely important consideration is that the structure be adequately anchored to

the foundation. Uplift forces during a flood event are often great enough to separate

an improperly anchored stucture from its foundation.

Cavity Wall Construction: Wet floodproofiig equalizes hydrostatic pressure

throughout the structure by allowing floodwater to fill in all spaces and equalize

internaI and external hydrostatic pressure. Thus, any attempt to seal internal air

spaces within the wall system is not only technically difficult, but also contrary to the

wet floodproofing approach. Provisions must be made so that the cavity space fills

with water and drains at a rate approximately equal to the floodwater rate-of-rise and

fall.

If the cavity wall air space is filled with insulation, it should be a type that is not

subject to damage from inundation. Batt and blanket types such as spun mineral fiber

or fiberglass bat insulation are not acceptable as they retain water and contaminants

within their voids. Foam and closed cell type insulation have characteristics that can

withstand a certain level of inundation. These include polystyrene, expanded foam,

and thermal glass.

The air space within the cavity wall will also be inundated by floodwater and the

contaminants it carries. Silt, chemicals, and organic materials, will remain in the

cavity space after the floodwater has receded. Such contaminants can be hazardous to

the structure and the occupants; caustic chemicals can deteriorate building materials

and debris that harbors organic growth can be have associated bacterial problems and

odors. If a cavity wall is used, the cavity wall should have “clean-out” access panels

that allow the internal air space to be flushed with water or other cleaning agents and

fresh air to circulate within the cavity. Refer to FEMA 234, “Repairing Your

Flooded Home” for further guidance on cleaning wall cavities.

Solid Wall Construction; Wall systems without internal air spaces are considered solid

wall construction, which includes cast-in-place concrete, fully grouted cell masonry,

pressure treated wood- or metal-frame shell. Solid walls are designed without internal

spaces that could retain floodwater. Because these walls can be somewhat porous,

they can absorb moisture, and to a limited degree, associated contaminants. Such

porous wall systems that permit the intrusion of moisture into the wall could cause

internal damage especially in a cold (freeze-thaw) climate. Solid walls made of nonporous materials are preferred over cavity walls. But in those cases where solid wall

construction made of porous material is being considered, the use of both exterior and

interior cladding with properties as described above for cavity wall systems is more

desirable.

12
Wall Finishes; The exterior cladding of a structure subject to flooding should be

nonporous, resistant to chemical corrosion or debris deposits, and conducive to easy

cleaning. Relatively impervious cladding such as hard brick, pressure-treated wood,

metal, and concrete are some of the acceptable materials.

As with exterior surfaces, interior cladding should be easy to clean and not

susceptible to damage from inundation. Materials that are solid and relatively

impervious such as concrete, hard brick, plastic, and pressure-treated wood, are most

suitable.

Metal-clad structures such as those found in many agricultural operations should be

constructed of corrosion-resistant materials. Framing and cladding must meet the

same flood-resistant requirements as all other materials. Metal fasteners used with

metal panel cladding systems are susceptible to corrosion and should be a corrosionresistant type, such as hot dipped galvanized or stainless steel.

Where interior wall finishes are present, they shall meet the same flood resistant

standards as all other materials located below the BFE.

Floors; subfloor systems in wet floodproofed structures are normally concrete or

gravel. Materials that are attached to the concrete subfloor, such as tile, paint, or

wood, and the attachment mechanism (adhesives, nails, screws, etc.) that secures the

finish material to the subfloor structure, should be able to withstand inundation

associated with a base flood event without damage or alteration.

Ceilings and Roofs. When it is anticipated that flood levels will come in contact with

the ceiling, flood resistant material requirements apply for ceiling materials and

attachment mechanisms (hangers, adhesives, screws). To protect the ceilings and

roofs from the pressure of entrapped air or water, pressure relief vents should be

used. Even in those cases where flood waters are expected to be below ceiling levels,

ceilings materials including attachment mechanisms should be able to withstand

prolonged exposure to moisture and humidity associated with flood and post-flood

conditions.

Building Envelope Openings. Openings in a structure’s floors, walls, ceilings, and

roofs are often enclosed by architectural components such doors, windows, louvers,

vents, skylights, etc. These components include fasteners, gaskets, seals, glazing,

locks, and finishes. Again, even those items not expected to be inundated must be

resistant to humidity and moisture damage. NFIP flood resistant material

requirements apply to all architectural components that are to be exposed to flooding

or resulting excessive moisture. All materials shall be capable of resisting damage

associated with a base flood event. Door systems include frame, hinges, threshold,

and panels. Since solid wood, wood laminate, or hollow core wood door panels may

warp, swell and/or rot, sealed metals are preferable.

Windows are susceptible to damage from debris carried by floodwater. The use of

glass blocks, sealed unbreakable panes, and wire-reinforced glass will resist flood

13
damage. Protective screens may also be successful in preventing debris impact. The

use of tempered glass or impact-resistant plastic (acrylic or polycarbonate) is

recommended for large window areas of 20 square feet or more.

ection of Mechanical and Electrical Svstems; While the NFIP regulations do not

prohibit the placement of mechanical and electrical components below the BFE, they

are required to be designed and/or located so as to prevent flood water from entering

or accumulating within them. The preferred method of meeting this requirement is to

locate flood-threatened components above the expected flood level. Other options that

may meet the NFIP requirements for electrical systems that can not be elevated

involve emergency operation and maintenance procedures, including disconnecting

and elevating or relocating electrically controlled equipment, installing elevated

control panels for cutoff of electricity, or enclosing service equipment in waterproof

utility enclosure areas. Mechanical systems that must be located below the design

flood level should be provided with waterproofed enclosures to protect bearings,

seals, gears clutches, valves, or controls that will not withstand immersion, silt

damage, or water pressure.

Electrical Svstem. Electricity is a primary source of energy for many vital

building operations. Wet floodproofing an electrical system primarily involves

preventing vulnerable components from coming in contact with water.

Elevation of all electrical components except the minimum necessary to

operate the structure (minimal number of light switches and receptacles) is

required. Where switches and receptacles must be located below the BFE,

sealed or capped moisture-resistant components are required. Ground Fault

Circuit Interrupters shall be utilized for all electrical circuits that serve areas

below the BFE. Key system components for which elevation above floodwater

is desirable include transformers, switchboards, and branch panels. A possible

alternative may be to enclose these elements with a waterproof protective

barrier. In circumstances which dictate that it is not practicable to safely

maintain power during inundation, complete cutoff must be utilized. This of

course presents the need for inspections and actions to ensure complete drying

of electrical components prior to power restoration.

Electrical service provided to a structure from poles or other overhead sources

should enter the structure at a point above the expected flood level.

Underground service cables may be feasible provided that they are

waterproofed and not exposed to direct contact with flood water.

Heating and Ventilating In general, heating and ventilating equipment is not

designed to withstand inundation and is prone to severe floodwater damage.

Thus, elevating is recommended to preclude inundation of system components.

In situations where elevation is not practical, quick release/disconnect

mechanisms should be incorporated into the design. One example is fan motor

components for groin bin aeration systems which are configured to be easily

removed and relocated prior to flooding.

14
Liquid Storage Containers Liquid and gas containers are subject to extreme

hydrostatic pressure during inundation. Where possible, such containers should be

elevated to or above the BFE or located outside the floodplain. If a newly

constructed container will be subject to inundation, it is required under the NFIP to

be anchored to withstand a buoyant force acting upon it in its empty state. Containers

should have watertight fill caps and vents that extend above the expected flood level,

and should be labelled according to contents. Labeling will allow emergency

personnel to identify the contents in the event the tanks breaks Ioose and floats away.

It is important to note that underground tanks are also subject to uplift forces. Empty

tanks, both above and below ground, should be filled with potable water prior to the

arrival of floodwater. The post-flood disposal of this possibly contaminated water

must be in accordance with all applicable federal, state and local regulations.

Flood Resistant Materials

In accordance with the NFIP, all materials exposed to floodwater must be durable,

resistant to flood forces, and retardant to deterioration caused by repeated exposure to

flood water. Generally, these performance requirements result in masonry

construction being the most suited to wet floodproofing in terms of damage resistance.

In some cases wood or steel structures may be candidates, provided that the wood is

pressure treated or naturally decay resistant and steel is galvanized or protected with

rust-retardant paint. Detailed guidance is provided in Technical Bulletin #2 “FloodResistant Material Requirements. ”

Protection of Contents and Equipment

Isolation from Floodwater. Consideration should be given to preventing, to the

maximum extent possible, the contact of floodwater with damage-susceptible items.

This can be accomplished through relocation prior to flooding, elevation, or in-place

protection of flood-damageable items.

Relocation: The most effective method of protection for equipment and

contents is to relocate threatened items out of harm’s way. The interior of the

structure must be organized in a way that ensures easy access and facilitates

relocation. Aisles, doors, and corridors shall be wide enough and equipment

size should be evaluated to allow any planned relocation or removal. Where

structures are used to store bulk materials, such as grain, provisions must be

made for the orderly removal and relocation of the contents to an area outside

the floodplain.

Elevati on; Within the flood-prone structure, elevation of key items could be

achieved through the use of existing or specially constructed platforms or

pedestals. Contingent elevation can be accomplished by the use of hoists or

some type of overhead suspension system. Elevation techniques can be

applied to a wide range of objects--machinery, utility system components

(particularly electrical equipment), fuel and storage containers, and contents.

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In-Place Protection; Some items can be protected, in-place, through a variety

of options. Protective waterproof enclosures may be feasible for items that are

difficult to move or relocate. Anchors and tie-downs, shall be used where

appropriate to prevent flotation and movement, especially in the case of

storage containers. Depending on flood characteristics, such enclosures may

not have to be inconveniently high or completely permanent. Low barriers or

flood shields may supply the necessary protection. Also, steps or ramps can

be incorporated into the design to further maintain easy access.

Protective coatings can be applied to equipment to reduce inundation damage.

Petroleum based greases, hot dip plastics, spray or cold plastics can all be

applied to oily surfaces. If they are applied to painted surfaces they must be

non-migratory and not applied to threaded surfaces. Coatings can provide

protection and enhance cleanup ease.

The use of “quick-disconnect” type plug and receptacle sets on standard

electrical motors and other electrical connections provides several advantages.

This allows for rapid shutdown, eliminates the need for an electrician,

simplifies removal operations, and enables rapid reinstallation and restart.

Similarly, motor-pump type units can be equipped with quick disconnect

fittings on both suction and discharge lines in addition to electrical power

lines. These actions also provide the added benefit of facilitating routine

maintenance and relocation of equipment.

Mounting equipment and inventory on skids or pallets contributes greatly to

contingent relocation, elevation, and removal actions using a fork lift. Large

items that can be lifted from overhead should be permanently fitted with lifting

bars or lugs. This eliminates time for rigging and benefits routine procedures.

Any accessory items required, such as motor mount shims or necessary tools,

should be stored nearby.

Technical Bulletins

This is one of a series of Technical Bulletins FEMA has produced to provide guidance

concerning the building performance standards of the NFIP. These standards are contained

in Title 44 of the U.S. Code of Federal Regulations at Section 60.3. The bulletins are

intended for use primarily by State and local officials responsible for interpreting and

enforcing NFIP regulations and by members of the development community, such as design

professionals and builders. New bulletins, as well as updates of existing bulletins, are issued

periodically, as necessary. The bulletins do not create regulations; rather they provide

specific guidance for complying with the minimum requirements of existing NFIP

regulations. Users of the Technical Bulletins who need additional guidance concerning NFIP

regulatory requirements should contact the Mitigation Division of the appropriate FEMA

regionaI office. The User’s Guide to Technical Bulletins lists the bulletins issued to date and

provides a key word/subject index for the entire series.

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Ordering Information

Copies of the Technical Bulletins can be obtained from the appropriate FEMA regional

office. Technical Bulletins can also be ordered from the FEMA publications warehouse.

Use of FEMA Form 60-8 will result in a more timely delivery from the warehouse. The

form can be obtained from FEMA regional offices and your state’s Office of Emergency

Management. Send publication requests to FEMA Publications, P.O. Box 70274,

Washington, D. C. 20024.

Further Information

The following publications provide further information concerning non-residential

floodproofing:

1.

2

3.

4.

5.

6.

7.

8.

9.

10.

“Answers to Questions About Substantially Damaged Buildings, ” FEMA, May 1991,

FEMA-213.

“Commercial-Industrial Flood Audit, ” New England District, U.S. Army Corps of

Engineers, n.d.

“Cooperative Flood Loss Reduction, ” A Technical Manual for Communities and

Industries, Flood Loss Reduction Associates, 1981.

“Design Manual for Retrofitting Flood-Prone Residential Structures, ” FEMA,

September 1986, FEMA-1 14.

“Floodproofing Non-Residential Structures, ” FEMA, May 1986, FEMA-102.

“Flood Proofing Regulations, U.S. Army Corps of Engineers, ” March 1992, EP

1165-2-314.

“Human Stability in a High Flood Hazard Zone, ” S.R. Abt, R.J. Whittlen, A.

Taylor, and D.J. Love, Water Resource Bulletin, August 1989.

“Repairing Your Flooded Home, ” FEMA, August 1992, FEMA-234.

“Sealants, Part 1,” John P. Cook, Progressive Architecture, December 1974.

“Sealants, Part 2,” John P. Cook, Progressive Architecture, February 1975.

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11. “Tests of Brick-Veneer Walls and Enclosures for Resistance to Flood Waters, ” Carl

E. Pace, U.S. Army Corps of Engineers, Lower Mississippi Division, Vicksburg,

Mississippi, 1978.

Glossary

Base flood The flood that has a 1-percent probability of being equaled or exceeded in any

given year (also referred to as the 100-year flood).

Base Flood Elevation (BFE) The height of the base flood, usually in feet, in relation to the

National Geodetic Vertical Datum of 1929 or other datum as specified.

Basement Any area of a structure having its floor subgrade (below ground level) on all

sides.

Coastal High Hazard Area An area of special flood hazard extending from offshore to the

inland limit of a primary frontal dune along an open coast and any other area subject to highvelocity wave action from storms or seismic sources. These areas are identified as V zones.

Existing Construction/Structure For floodplain management purposes, existing

construction means structures for which the start of construction commences before the

effective date of a floodplain management regulation adopted by a community. These

structures are often referred to as “Pre-FIRM” structures.

Federal Emergency Management Agency (FEMA) The independent federal agency that, in

addition to carrying out other activities, oversees the administration of the NFIP.

Federal Insurance Administration (FM) The component of FEMA directly responsible for

administering the flood insurance aspects of the National Flood Insurance Program.

Flood Insurance Rate Map (FIRM) The insurance and floodplain management map issued

by FEMA that identities, on the basis of detailed or approximate analyses, areas of 100-year

flood hazard in a community.

Flood Prone Area Any land area susceptible to being inundated by floodwater from any

Source.

Lowest Floor The lowest floor of the lowest enclosed area of a structure, including a

basement. Any NFIP-compliant unfinished or flood-resistant enclosure useable solely for

parking of vehicles, building access, or storage (in an area other than a basement) is not

considered a structure’s lowest floor.

Mitigation Directorate The component of FEMA directly responsible for administering the

floodplain management aspects of the National Flood Insurance Program.

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New Construction/Structure For floodplain management purposes, new construction means

structures for which the start of construction commences on or after the effective date of a

floodplain management regulation adopted by a community and includes all subsequent

improvements to the structure. These structures are often referred to as “Post-FIRM”

Structures.

Special Flood Hazard Area (SFHA) Area delineated on a Flood Insurance Rate Map as

being subject to inundation by the base flood and designated as Zone A, AE, A1-A30, AR,

AO, AH, V, VE, or V1-V30.

Substantial Damage Damage of any origin sustained by a structure whereby the cost of

restoring the structure to its before-damaged condition would equal or exceed 50 percent of

the market value of the structure before the damage occurred.

Substantial Improvement Any reconstruction, rehabilitation, addition, or other

improvement of a structure, the cost of which equals or exceeds 50 percent of the market

value of the structure before the “start of construction” of the improvement. This term

includes structures that have incurred “substantial damage, ” regardless of the actual repair

work performed.

Wet Floodproofing Permanent or contingent measures applied to a structure and/or it

contents that prevent or provide resistance to damage from flooding by allowing water to

enter the structure.

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