General Licenses and Exemptions

Boat lifts, hoists, and shelters are considered temporary structures under the Lake Preservation Act. A temporary structure is defined as a structure that can be installed and removed from the waters of a public freshwater lake without using a crane, bulldozer, backhoe, or similar heavy or large machinery.

Boat lifts, hoists, and shelters must include the following:

1. Have a canvas top and sides.
2. Be supported by auger poles or other poles that do not exceed 3½ inches in diameter.
3. Must not be mounted in or comprised of concrete or cement.
4. Is designed to float or rest upon the bed of the lake under its own weight.
5. Must not be wider than ten feet nor longer than 20 feet.

312 IAC 11-2-25 “Temporary Structure” defined

Article 11. Public Freshwater Lakes

Authority: IC 14-10-2-4; IC 14-15-7-3; IC 14-26-2-23

Affected: IC 14-15; IC 14-26-2

A Dry Hydrant is defined as a structure that does both of the following:

1. Extends lakeward of the legally established or average normal waterline or shoreline.
2. Provides a means of suction water supply without direct drafting for fire protection.

To qualify for the general license, the structure must satisfy each of the following requirements:

1. Be sponsored or owned by a volunteer or full-time fire department recognized by the public safety training institute.
2. Be readily accessible from an all-weather road, public access site, or similar area.
3. Have a diameter of at least six inches.
4. Be constructed of PVC pipe or a similar nontoxic material.
5. Extend no more than 150 feet from the waterline or shoreline.
6. Have all portions of the hydrant and its in-lake accessories be at least five feet below the legally established or average normal water level.
7. Be marked with a danger buoy, which conforms to 312 IAC 5-4-6(a)(1), at the lakeward end of the hydrant.
8. Be equipped with a screen or straining device on the lakeward end.
9. Glacial stone or riprap only may be placed in or on the lakebed for either of the following:
   1. Bedding the intake pipe.
   2. Straining the intake water.

10. Be approved by the riparian landowner.

312 IAC 11-3-1 General licenses for dry hydrants

Authority: IC 14-10-2-4; IC 14-15-7-3; IC 14-26-2-23

Affected: IC 14-15; IC 14-26-2

The Lake Preservation Act defines glacial stone as rounded stone that satisfies each of the following:

1. Produced by glacial activity.
2. No individual stone weighs more than 120 pounds.
3. At least 90% of the material passes through a 12-inch sieve.
4. Not more than 10% of the material passes through a six-inch sieve.

IAC 11-2-11 "Glacial stone" defined

A reface is defined as the reinforcement of an existing seawall along the lakeward face.

312 IAC 11-2-22 “Seawall reface” defined Article 11. Public Freshwater Lakes

To qualify for the General License for a glacial stone reface each of the following must be satisfied:

1. The seawall reface must be comprised exclusively of glacial stone.
2. The reface must not extend more than four feet lakeward of the shoreline or water line at the base of a lawful seawall.
3. A walk or structural tie must not be constructed on the existing seawall in combination with the glacial stone reface.
4. An impermeable material must not be placed behind or beneath the glacial stone reface.
5. Filter cloth placed behind or beneath the glacial stone reface must be properly anchored to prevent displacement or flotation.
6. Erosion from disturbed areas landward of the shoreline or water line must be controlled to prevent its transport into the lake.

IAC 11-3-1.2 General licenses for glacial stone reface

Article 11. Public Freshwater Lakes

Authority: IC 14-10-2-4; IC 14-15-7-3; IC 14-26-2-23

Affected: IC 14-15; IC 14-26-2

Gold prospectors are required to follow the rules under the general license to legally pan for gold. Specifically, the Gold Prospecting Rules brochure outlines what can be done without a permit. We recommend you comply with the general license outlined in the brochure. If you comply with the general license, you do not need a Construction in a Floodway permit – the general license acts as your permit. It’s important to note that the general license does not give you the right to trespass. You must get permission to access the area in addition to following the general license. Properties such as state forests, national forests, and state wildlife properties may require an additional permit, so contact them prior to prospecting on state lands. You will notice that the rules are slightly different on Navigable Waters; you can check the Navigable Waterways roster here.

If you plan to do anything outside of what's allowed under the general license (as explained in the brochure), you can apply for a Construction in a Floodway permit for gold panning. However, this process will require you to submit an application form, fee, and associated plans. Note that a permit application would need to be submitted for each location where you plan to pan for gold and that the processing time to review the application is typically several months. If needed, more information about our permitting process can be found on the Permit Programs webpage.

More information about gold prospecting can be found on our Recreational Gold Prospecting webpage.

General license for piers in waterways listed as navigable.

State statutes declare that certain waterways are to be kept open for use by the public. More details on the definition of navigable and a list of navigable waterways in Indiana may be found on the Navigable Waterways Roster webpage within the Natural Resources Commission website.

A general license exists to allow property owners with riparian rights to place piers if they meet certain conditions and do not block the use of the waterway by the public.

In order for a pier to qualify for the general license, the structure must:

1. Not infringe on the access of an adjacent landowner to the navigable waterway
2. Not unduly restrict navigation
3. Not exceed the lesser of the following:
1. One hundred (100) feet long
2. One-quarter (1/4) of the width of the waterway
4. Not be unusually wide or long relative to similar structures within the vicinity on the same navigable waterway
5. Not be a marina
6. Not be a group pier
7. Be placed by a riparian owner or with the written approval of a riparian owner

A pier placed along or within the ordinary high watermark of Lake Michigan must also comply with 312 IAC 11-7 or 312 IAC 11-8.

A pier placed along or within the ordinary high watermark of any of the following lakes must also satisfy any requirement otherwise applicable to a property that is owned or leased by the state and managed by a division of the department:

1. Brookville Lake in Franklin and Union counties
2. Cagles Mill Lake in Putnam and Owen counties
3. Cecil M. Harden Lake in Parke County
4. Mississinewa Lake in Miami, Wabash, and Grant counties
5. Lake Monroe in Monroe, Brown, and Lawrence counties
6. Patoka Lake in Dubois, Orange, and Crawford counties
7. J. Edward Roush Lake in Huntington County

A pier is exempted from licensure under this rule and IC 14-29-1 if placed along or within the ordinary high watermark of either Lake Freeman in Carroll and White counties or Lake Shafer in White County.

312 IAC 6-4-5 General licenses for qualified piers

Article 6. Navigable Waters

Authority: IC 14-10-2-4; IC 14-15-7-3; IC 14-29-1-8

Affected: IC 14-15; IC 14-26-2; IC 14-29-1 Sec. 5

An outfall structure is a closed conduit used to transport surface run-off into a waterway. There are thousands of these structures in the state and more are constructed every year.

DNR Water has created the following general license to allow these structures to be completed without a full permit as long as the following conditions are met:

1. Tree removal and brush clearing shall be contained and minimized within the outfall project area. No more than one acre of trees shall be removed within the floodway.
2. Construction activities within the waterway from April 1 through June 30 shall not exceed a total of two calendar days.
3. Best management practices shall be used during and after construction to minimize erosion and sedimentation.
4. Following the completion of construction, disturbed areas shall be reclaimed and revegetated.
5. Disturbed areas with slopes of three to one (3:1) or steeper, or areas where run-off is conveyed through a channel or swale, shall be stabilized with erosion control blankets or suitable structural armament.
6. Areas in the vicinity of concentrated discharge points shall be protected with structural armament to the normal water level of the waterway. Any riprap must have an average minimum diameter of six inches and extend below the normal water level.
7. The size of the outfall project shall not exceed any of the following dimensions:
   1. Ten square feet in cross-sectional flow area as determined by the summation of cross-sectional area of conduits within the project area for an outfall structure.
   2. Five feet deep as determined by the difference in elevation between the lowest bank elevation and the bottom of the swale for an outfall structure.
   3. An area of disturbance 30 feet wide.
8. Adequate cover shall be provided to ensure the structural integrity of the outfall conduit and to allow suitable vegetative growth.
9. Within the project area, the post-construction ground surface elevation shall be less than six inches above the preconstruction elevation.
10. The outlet structure shall:
    1. be supported by a headwall, slopewall, or anchored end section; and
    2. conform to the bank of the waterway.
11. If flow passing through the outfall project in a reverse direction would induce flood damages during a regulatory flood, the outfall project shall be equipped with a closure mechanism.
12. Construction debris and material not used as backfill shall be removed from the floodway.

In addition to the criteria above, for an outfall project to qualify for the general license the following additional criteria must be met:

1. The project must not take place within a river or stream listed in the Indiana Register at 16 IR 1677 in the Outstanding Rivers List for Indiana unless prior written approval from the DNR Division of Fish & Wildlife’s Environmental Unit is obtained. The Outstanding Rivers List can be found on the Natural Resources Commission’s website. Contact the Division of Fish & Wildlife’s Environmental Unit to obtain prior written approval if pursuing the general license for a utility line crossing or outfall project within a waterbody on the Outstanding River List.
2. The project must not take place within a salmonid stream designated under 327 IAC 2-1.5-5(a)(3), which reads as follows:

Where natural temperatures will permit, surface waters shall be capable of supporting put-and-take trout fishing. All waters capable of supporting the natural reproduction of trout shall be so maintained. The following waters are designated as salmonid waters and shall be capable of supporting a salmonid fishery:

1. Trail Creek and its tributaries downstream to Lake Michigan.
2. East Branch of the Little Calumet River and its tributaries downstream to Lake Michigan via Burns Ditch.
3. Salt Creek above its confluence with the Little Calumet River.
4. Kintzele Ditch (Black Ditch) from Beverly Drive downstream to Lake Michigan.
5. The Galena River and its tributaries in LaPorte County.
6. The St. Joseph River and its tributaries in St. Joseph County from the Twin Branch Dam in Mishawaka downstream to the Indiana/Michigan state line.
7. The Indiana portion of the open waters of Lake Michigan.
8. Those waters are designated by the Indiana department of natural resources for put-and-take trout fishing.

Refer to the Indiana Fish Stocking page for a listing of put-and-take trout fishing locations. 327 IAC 2-1.5-5(a)(3).

3. The project must not take place within a natural, scenic, or recreational river or stream designated under 312 IAC 7-2; these include:
1. Blue River – Harrison, Crawford, and Washington counties
2. Cedar Creek – Allen and DeKalb counties
3. Wildcat Creek – Tippecanoe and Carroll counties

Further details can be found in 312 IAC 7-2.

4. The general license for a utility line crossing or outfall project does not apply if the project requires an individual permit from the United States Army Corps of Engineers under Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act.

312 IAC 10-5-8 Qualified outfall projects; general license page 27-28

Article 10. Floodplain Management

Authority: IC 14-10-2-4; IC 14-28-1-5

Affected: IC 14-28-1; IC 14-29-1

A utility line crossing is defined as a utility line that crosses the waterway in a straight line at an angle of between forty-five (45) degrees and one hundred thirty-five (135) degrees from the streambank and does not parallel the waterway for more than fifty (50) feet in the floodway before crossing unless the parallel portion of the line is contained within the existing road right-of-way.

The utility line general license allows utility work without notice to DNR Water. This general license was created to allow property owners and contractors to follow general guidelines for approval instead of completing the entire permit process.
The following conditions must be met:

1. Tree removal and brush clearing shall be contained and minimized within the utility line crossing area. No more than one acre of trees shall be removed within the floodway.
2. Construction activities within the waterway from April 1 through June 30 shall not exceed a total of two calendar days.
3. Best management practices shall be used during and after construction to minimize erosion and sedimentation.
4. Following the completion of construction, disturbed areas shall be reclaimed and revegetated.
5. Disturbed areas with slopes of three to one (3:1) or steeper, or areas where run-off is conveyed through a channel or swale, shall be stabilized with erosion control blankets or suitable structural armament.
6. No pesticide will be used on the banks.
7. If a utility line transports a substance that may cause water pollution as defined in IC 13-11-2-260, the utility line will be equipped with an emergency closure system.
8. If a utility line is placed beneath the bed of a river or stream, the following conditions must be met:
   1. A cover of at least three feet measured perpendicularly to the utility line is provided between the utility line and the banks.
   2. If the placement of a utility line is not subject to regulation under IC 14-28-1-29, IC 14-33, or IC 36-9-27, cover is provided as follows:
      1. At least three feet, measured perpendicularly to the utility line, between the lowest point of the bed and the top of the utility line or its encasement, whichever is higher if the bed is composed of unconsolidated materials.
      2. At least one foot, measured perpendicularly to the line, between the lowest point of the bed and the top of the utility line or its encasement, whichever is higher if the bed is composed of consolidated materials.
   3. If the placement of the utility line is subject to regulation under IC 14-28-1-29, IC 14-33, or IC 36-9-27, cover is provided as follows:
      1. At least three feet, measured perpendicularly to the utility line, between the design bed and the top of the line or its encasement, whichever is higher if the bed is composed of unconsolidated materials.
      2. At least one foot, measured perpendicularly to the line, between the design bed and the top of the line or its encasement, whichever is higher if the bed is composed of consolidated materials.
   4. Negative buoyancy compensation is provided where the utility line has a nominal diameter of at least eight inches and transports a substance having a specific gravity of less than one.
9. If a utility line is placed above the bed of a river or stream, the following conditions must be met:
   1. Except as provided in clauses (B) and (C), minimum clearance is provided from the lowest point of the utility line (determined by the temperature, load, wind, length of span, and type of supports that produce the greatest sag) calculated as the higher of the following:
      1. Twelve and one-half (12½) feet above the ordinary high watermark.
      2. Three (3) feet above the regulatory flood elevation.
   2. If the river or stream is a navigable waterway that is subject to IC 14-28-1, the utility line that crosses over the waterway must be placed to provide the greater of the following:
      1. The minimum clearance is required under clause (A).
      2. The minimum clearance required for the largest boat that is capable of using the waterway. The utility must consult in advance with the department to determine the minimum clearance for boats at the crossing.
   3. If a utility line is attached to or contained in the embankment of an existing bridge or culvert, no portion of the utility line or its support mechanism may project below the low structure elevation or otherwise reduce the effective waterway area.
   4. A utility line placed in a dam or levee regulated under IC 14-27-7 does not qualify for a general license under this subsection.
      (c) A person who elects to act under this section must comply with the general conditions under subsection (b). Failure to comply with these terms and conditions may result in the revocation of the general license, a civil penalty, a commission charge, and any other sanction provided by law for the violation of a license issued under IC 14-28-1 and, if the waterway is navigable, the violation of a license issued under IC 14-29-1.

In addition to the criteria above, for a utility line crossing project to qualify for the general license the following additional criteria must be met:

1. The project must not take place within a river or stream listed in the Indiana Register at 16 IR 1677 in the Outstanding Rivers List for Indiana unless prior written approval from the DNR Division of Fish & Wildlife’s Environmental Unit is obtained. The Outstanding Rivers List can be found on the Natural Resources Commission’s website. Contact the Division of Fish & Wildlife’s Environmental Unit to obtain prior written approval if pursuing the general license for a utility line crossing or outfall project within a waterbody on the Outstanding River List.
2. The project must not take place within a salmonid stream designated under 327 IAC 2-1.5-5(a)(3), which reads as follows:

Where natural temperatures will permit, surface waters shall be capable of supporting put-and-take trout fishing. All waters capable of supporting the natural reproduction of trout shall be so maintained. The following waters are designated as salmonid waters and shall be capable of supporting a salmonid fishery:

1. Trail Creek and its tributaries downstream to Lake Michigan.
2. East Branch of the Little Calumet River and its tributaries downstream to Lake Michigan via Burns Ditch.
3. Salt Creek above its confluence with the Little Calumet River.
4. Kintzele Ditch (Black Ditch) from Beverly Drive downstream to Lake Michigan.
5. The Galena River and its tributaries in LaPorte County.
6. The St. Joseph River and its tributaries in St. Joseph County from the Twin Branch Dam in Mishawaka downstream to the Indiana/Michigan state line.
7. The Indiana portion of the open waters of Lake Michigan.
8. Those waters are designated by the Indiana department of natural resources for put-and-take trout fishing.

Refer to https://www.in.gov/dnr/fish-and-wildlife/fishing/indiana-fish-stocking/ for a listing of put-and-take trout fishing locations. 327 IAC 2-1.5-5(a)(3).

3. The project must not take place within a natural, scenic, or recreational river or stream designated under 312 IAC 7-2; these include:
1. Blue River – Harrison, Crawford, and Washington counties
2. Cedar Creek – Allen and DeKalb counties
3. Wildcat Creek – Tippecanoe and Carroll counties

Further details can be found in 312 IAC 7-2.

4. The general license for a utility line crossing or outfall project does not apply if the project requires an individual permit from the United States Army Corps of Engineers under Section 404 of the Clean Water Act or Section 10 of the Rivers and Harbors Act.

312 IAC 10-5-4 Qualified utility line crossings; general license page 21

Article 10. Floodplain Management

Authority: IC 14-10-2-4

Affected: IC 13-11-2-260; IC 14-27-7; IC 14-27-7.5; IC 14-28-1-29; IC 14-33; IC 36-9-27

The log jam removal exemption allows for a landowner to remove a logjam or wood debris from a waterway if certain conditions are met.

Please see our Log Jam Removal Guide for more details: Log Jam Removal Guide, IC 14-28-1-22 (b) (6)

Certain reconstruction and maintenance projects conducted by county drainage boards can be exempt from permitting under the Flood Control Act (IC 14-28-1) and the Lowering of Ten Acre Lakes (“Ditch”) Act (IC  14-26-5). For the Flood Control Act, IC 14-28-1-22 exempts a  “reconstruction” or “maintenance” project (as defined in IC 36-9-27) on a stream or an open regulated drain if the total length of the stream or open drain is not more than 10 miles.

• "Total length" means the length of the stream, expressed in miles, from the confluence of the stream with the receiving stream to the upstream or headward extremity of the stream, as indicated by the solid or dashed, blue or purple line depicting the stream on the most current edition of the seven and one-half  (7 1/2) minute topographic quadrangle map published by the United States Geological Survey, measured along the meanders of the stream as depicted on the map.
• "Maintenance" means work on a drain as described in section 34(c) of the Drainage Law for any of the purposes stated in that section. "Reconstruction" means work on a drain as described in section 34(b) of the Drainage Law to correct any of the problems with the drain that are enumerated in that section up to and including the discharge portion of the drain. Both of these subsections can be viewed here.

Note that this exemption only applies to county surveyors doing the work or representatives doing work on behalf of the county drainage board. Individuals working on a county drain, even with permission from the county drainage board, are not eligible for the permitting exemption.

County drainage board projects exempt from permitting under the Flood Control Act may still need to request an on-site field review of the project. A formal early coordination procedure for drainage board projects was established by the creation of Section 53.5 of the Indiana Drainage Code (IC 36-9-27) in 1995. Section 53.5 states that if a reconstruction or maintenance project is subject to regulation under the Flood Control Act or the Lowering of Ten Acre Lakes Act, or if it requires an individual permit from the U.S. Army Corps of Engineers under Section 404 of the federal Clean Water Act, the county surveyor or drainage board shall request an on-site field review of the project. County Surveyors can initiate this process by contacting the Statewide Biologist, Nick Haunert, in the DNR Division of Fish & Wildlife at nhaunert@dnr.IN.gov.

Rural state and county bridge projects:  IC 14-28-1-22 (b)(2) exempts certain state and county highway bridge projects from permitting requirements under the Flood Control Act.

IC 14-28-1-22(b)(2) exempts certain state or county highway bridge projects described in the following paragraph from the permitting requirements of the DNR Division of Water. “(2) A construction or reconstruction project on a state or county highway bridge in a rural area that crosses a stream having an upstream drainage area of not more than fifty (50) square miles and the relocation of utility lines associated with the construction or reconstruction project if confined to an area not more than one hundred (100) feet from the limits of the highway construction right-of-way.”

In order for a bridge project to be exempt from the permit requirements, it must meet all of the following criteria:

• Be a state or county highway department project;
• Be a bridge (span structure, culverts, etc.);
• Be located in a rural* area; and
• Cross a stream having an upstream drainage area of less than fifty (50) square miles.

*Rural area is defined as an area:

1. Where the lowest floor elevation, including basement, of any residential, commercial, or industrial building impacted by the project is at least two (2) feet above the base flood elevation with the project in place;
2. Located outside the corporate boundaries of a consolidated or incorporated city or town; and
3. Located outside of the territorial authority for comprehensive planning (generally a two (2) mile planning buffer around a city or town).

All construction associated with the rural bridge within the project right-of-way are considered part of this exemption. This includes activities such as bank protection, spoil disposal, borrow pits, etc.

This exemption has been misunderstood and liberally applied in the past. If challenged, it will be the responsibility of the person claiming the exemption to prove to the DNR Division of Water that all 4 criteria have been satisfied.

Note: This exemption only applies to the Flood Control Act (IC 14-28-1). If a bridge is to be constructed over a navigable waterway, or over or near a public freshwater lake, a permit may be required under the Navigable Waterways Act (IC 14-29-1), the Lowering of the Ten Acre Lake Act (IC 14-26-5) or the Lake Preservation Act (IC 14-26-2).

Rural Bridge Exemption to IC 14-28-1
IC-14-28-1-22(b)(2)

Pursuant to section 22.5 of the Flood Control Act (IC 14-28-1-22.5), subsections (e) and (f), a person may construct a new stream crossing without obtaining a permit from the DNR Division of Water if the criteria listed below are met.

Subsection (e): Subject to subsection (f), a person is not required to obtain a permit to construct a stream crossing in a floodway if the following requirements are met:

(1) The stream has a drainage area of not more than five (5) square miles.
(2) The floodway is not a Federal Emergency Management Agency published floodway.
(3) The stream crossing is:

(A) used for agricultural or residential purposes; and
(B) located in an area outside:

(i) the corporate boundaries of a consolidated city or incorporated city or town; and
(ii) the territorial authority for comprehensive planning established under IC 36-7-4-205(b).

(4) The stream crossing does not:

(A) adversely affect the efficiency of or unduly restrict the capacity of the floodway;
(B) constitute an unreasonable hazard to the safety of life or property; and
(C) result in unreasonably detrimental effects to fish, wildlife, or botanical resources.

Subsection (f): If an individual files a complaint with the department alleging that the person who constructed a stream crossing under this section (IC 14-28-1-22.5) did not comply with the requirements of subsection (e), the person who constructed the stream crossing shall provide the department with information to prove that the stream crossing does comply.

NOTES:
Streams located in a FEMA floodway are designated by the striped areas in blue and red. Streams located in a DNR Best Available floodway are designated by the striped areas in purple. To view the floodplain mapping, you can visit either the Indiana Floodplain Information Portal (INFIP) at infip.dnr.in.gov or the Division of Water Online Research Center (DoWORC).

If you are unsure whether the drainage area is less than five square miles, you can visit the DNR Division of Water’s Online Research Center (DoWORC) to check. Navigate to the layers tool in the upper right-hand corner and ensure the “Rivers and Streams at least 1 square mile” layer is toggled on. If needed, you can also toggle on the “Drainage less than 1 square mile” layer. Streams will appear in blue; streams less than 1 square mile will appear in gray. Clicking on a stream will note the drainage area as “DA ##” in the popup:

Stream Crossing Guidelines

The floodplain management rules, under 312 IAC 10-4-2, outline certain activities that do not require a permit from the DNR Division of Water. These include the maintenance of crops, pastures, and lawns. Any existing farmland can continue to be farmed without the need for approval from our office. Similarly, lawns and pastures can be maintained without approval from our office. If land is being converted from one use to another and/or if there is proposed excavation, fill, grading, or other development or construction of a structure, prior approval from our office should be obtained.

312 IAC 10-4-2 Categorical floodway licensing exemptions
Authority: IC 14-28-1-5; IC 14-28-3-2
Affected: IC 14-28-1; IC 14-28-3
Sec. 2. Development and maintenance of the following activities are exempted from IC 14-28-1 and this article unless the activities involve the placement of a structure, obstruction, deposit, or excavation:

(1) Crops.
(2) Pastures.
(3) Forests.
(4) Park and recreational uses.

(Natural Resources Commission; 312 IAC 10-4-2; filed Jul 5, 2001, 9:12 a.m.: 24 IR 3392, eff Jan 1, 2002; readopted filed Jul 21, 2008, 12:00 p.m.: 20080813-IR-312080072RFA)
Link:  http://iac.iga.in.gov/iac/T03120/A00100.PDF; page 18

Levee Reconstruction
Under Section 24.5 of the Flood Control Act (IC 14-28-1-24.5), a person may reconstruct an existing berm or levee without obtaining a permit from the DNR Division of Water if the criteria listed below are met.

1. Berm or levee is located in a rural area.
2. Berm or levee was constructed before January 1, 1973, with or without a permit, or after December 31, 1972, with a Flood Control Act permit issued.
3. Plans and specifications for the reconstruction of the berm or levee are submitted to the DNR Division of Water that meet the following requirements prior to the start of construction; the submitter must ensure the Department is satisfied the plans meet the requirements below before starting construction:
1. The height of the berm can be no more than the existing, pre-damaged berm, or what was previously permitted.
2. The top width and sideslopes can be no more than the existing, pre-damaged berm dimensions, or what was previously permitted.
3. The berm must be along the same alignment and footprint of the existing, pre-damaged berm or levee, or what was previously permitted.
4. The berm must be constructed with similar materials used to construct the existing, pre-damaged berm, or what was previously permitted.
4. Within six months after the reconstruction of the berm or levee is complete, submit documentation from a surveyor or professional engineer licensed in Indiana that the berm or levee has been reconstructed in accordance with the plans previously submitted to the department.

If the proposal does not meet the requirements above, then a Construction in a Floodway permit application must be filed with the DNR. A permit issued for this construction is valid for two years and may be renewed for one additional two-year period. A permit can be submitted on our Permit Program page. The DNR may incorporate in and make a part of a permit the conditions and restrictions considered necessary for the purposes of the Flood Control Act. However, if a berm or levee was originally constructed under a qualified entity or authority (listed below), the DNR shall not require or recommend mitigation for the removal of any trees or woody vegetation from the top or side slopes, or within 10 feet of the toe; if the berm or levee was constructed prior to January 1, 1973; or from the top, side slopes, or toe of the design footprint of the berm or levee if it was previously permitted.

Qualified Entity or Authority includes the following:

• Conservancy Districts
• Levee Districts and Associations
• Levee Associations
• Levee Authority in Vanderburgh County
• Flood Control Projects
• River Basin Commissions

NOTE: If conditions at the site of the berm or levee have deteriorated to the point that the berm or levee should be abandoned and reconstructed in another location, the footprint of the abandoned berm or levee, including areas within 10 feet of the toe, shall be credited to any mitigation required for the construction of the new berm or levee.