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ORDINARY HIGH WATER MARK DELINEATION GUIDELINES NORTH DAKOTA STATE ENGINEER JANUARY, 2007
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ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

NORTH DAKOTA STATE ENGINEER

JANUARY, 2007

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ACKNOWLEDGMENT

These guidelines were prepared by the Office of the State Engineer with assistance from Houston Engineering, Inc.

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ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

TABLE OF CONTENTS 1.0 INTRODUCTION ..................................................................................................................1 2.0 INDICATORS .......................................................................................................................2

2.1 Vegetation ...............................................................................................................2 2.2 Soils.........................................................................................................................3 2.3 Other Physical Indicators .........................................................................................3 2.4 Hydrology................................................................................................................4

3.0 SPECIFIC APPROACH FOR DELINEATIONS ...........................................................................5

3.1 Vegetation Analysis .................................................................................................7 3.2 Soils Analysis ........................................................................................................10 3.3 Assessment of Other Physical Indicators................................................................11 3.4 Hydrologic Assessment..........................................................................................12 3.5 Other Considerations..............................................................................................14 3.6 Documentation.......................................................................................................15

4.0 LIST OF REFERENCES ........................................................................................................17

List of Figures

Figure 1 ND OHWM Delineation Process Flow Chart...........................................................6

List of Tables

Table 1 Definition of Vegetation Strata................................................................................8 Table 2 Plant Indicator Status Categories .............................................................................9

Appendices

Appendix A – Delineation Data Form Appendix B – Region 4 Wetland Vegetation Species Appendix C – Example Photos Appendix D – Glossary of Terms

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NORTH DAKOTA STATE ENGINEER

ORDINARY HIGH WATER MARK DELINEATION GUIDELINES 1.0 INTRODUCTION A 2005 Attorney General Opinion advised the State Engineer to develop a comprehensive sovereign land management plan. One product of the resulting comprehensive planning process was the determination that specific guidelines needed to be developed for delineating ordinary high water marks (Reference 12). As such, these guidelines are intended to define a consistent and technically defensible approach for delineating the ordinary high water mark (OHWM) in both riverine and lake settings in North Dakota. Some degree of subjectivity will always remain with the delineator in the application of their technical expertise and field judgment, but every effort should be made to follow the procedures identified and to thoroughly document the basis for the delineation using the forms provided in these guidelines. At the time of statehood, the federal government conveyed ownership of the beds of navigable lakes and streams to the state under the Equal Footing Doctrine. Currently the State Engineer is statutorily mandated with the responsibility of managing those lands in ND Century Code Chapter 61-33 (Reference 10). The State Engineer has developed a program for permitting various uses of sovereign land, and specific guidelines for that regulatory program have been adopted as administrative rule in Chapter 89-10-01 (Reference 7). ND Century Code Section 61-33-01(Reference 10) defines “Sovereign Lands” as:

…those areas, including beds and islands, lying within the ordinary high watermark of navigable lakes and streams…

ND Administrative Code Section 89-10-01-03 (Reference 7) defines “Ordinary High Water Mark” as:

…that line below which the action of the water is frequent enough either to prevent the growth of vegetation or to restrict its growth to predominantly wetland species. Islands in navigable streams and waters are considered to be below the ordinary high watermark in their entirety.

The North Dakota Supreme Court has considered cases related to the delineation of OHWM’s yet they have provided minimal guidance beyond the following definition (Reference 12):

…a water mark. It is co-ordinate with the limit of the bed of water; and that only is to be considered the bed that the water occupies sufficiently long and

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continuously to wrest it from vegetation, and destroy its value for agricultural purposes… In some places, however, where the banks are low and flat, the water does not impress on the soils any well-defined line of demarcation between the bed and the banks. In such cases the effect of the water upon vegetation must be the principal test in determining the location of high water mark as a line between the riparian owner and the public. It is the point up to which the presence of action of the water is so continuous as to destroy the value of the land for agricultural purposes by preventing the growth of vegetation, constituting what may be termed an ordinary agricultural crop. (Reference 8)

Delineation of an OHWM typically requires the application of multiple disciplines. Expertise in wetland delineation, botany, soil science, stream morphology as well as hydrology and hydraulics may all be employed in some instances. The following guidelines provide a template for the application of these multiple disciplines. However, it is important to recognize that delineations must be conducted by Office of the State Engineer staff or a designee in establishing an official ordinary high water mark on any of the state’s navigable waters. 2.0 INDICATORS There are various indicators that can be used to delineate an OHWM. A delineation will normally involve assessment of a combination of several different indicators including, but not necessarily limited to, soils, vegetation, hydrology, and other physical indicators. Because of the widely varying indicators needing to be considered, a delineation often requires the application of expertise in various scientific disciplines. The following sections provide a brief discussion of the indicators typically used to delineate an OHWM. A more detailed discussion of the specific application of these indicators is included in Section 3.0. 2.1 Vegetation Vegetation is a primary OHWM field indicator. However, it should be used in combination with other indicators whenever possible to ensure an accurate delineation. A delineator should have basic training in vegetation identification and the use of plant keys. The presence or lack of certain vegetative species can be vital to the delineation process. A zone of vegetation dominated by non-wetland species transitioning to mostly wetland vegetation is an excellent indicator. These vegetative transitions can be gradual depending on the specific landscape, so it is important to correctly identify the vegetation and its indicator status. While, by definition, the area below the OHWM contains ‘predominantly’ wetland vegetation, non-wetland vegetation may be present below the

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OHWM; however the exposure to moving water or saturation of the roots may result in recognizable signs of stress. There are other vegetation related features to evaluate in addition to the actual plant species present. These features include, but are not limited to, adventitious roots, waterlines on tree trunks, multiple trunks, and exposed roots. These are all indicators that water has been present there often enough, and for a long enough period of time, to cause morphological changes in the plants or to remove the soils in which the plants were established. It is important to consider these indicators in conjunction with hydrology and/or soils, since these features can also be caused by large flood events which are not representative of an OHWM.

2.2 Soils Soils, along with vegetation, are also considered a primary OHWM indicator. However, as with vegetation, soils should be used in combination with other indicators whenever possible. Soils can be used as an indicator in two distinct ways; one involving simply the observation of surface evidence, and the other involving analysis of the subsurface through the use of borings or pits. In the case of the former, individuals trained in soil science, engineering, or river morphology may observe noticeable changes in soil appearance, erosion, sediment deposition, changes in texture, rippling, or shelving. In the case of the latter, the analysis in North Dakota must be performed by a Licensed Soil Classifier and includes a transect of borings or pits starting at an upland area and working toward the shoreline looking for specific soil conditions indicative of periodic inundation. The direct application of soils as an indicator is discussed in greater detail in Section 3.2. As noted in that discussion and on the field data form included in Appendix A of these guidelines, the work of a Licensed Soil Classifier may not be a requirement to complete a delineation, but it is additional information that can be useful in the process. 2.3 Other Physical Indicators In addition to the evaluation of vegetation and soils, there are other physical indicators which can contribute valuably to a delineation. These include debris, wrack, and mudlines visible along the bank, although care must be taken to ensure that these indicators are not evidence of extraordinarily high flow events. Other potentially useful physical indicators can also include ice scars, pollen, algae, or water staining. The application of these other physical indicators is discussed in greater detail in Section 3.3.

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2.4 Hydrology While soils and vegetation are considered the primary indicators of the OHWM, hydrology is an additional tool that may be available and should not be ignored in the delineation process. It is hydrology which drives the water level fluctuations, and the evidence left in the form of vegetation, soils and other physical indicators are simply reflections of that hydrology. There are few case law examples of courts giving significant credence to statistical hydrology as a suitable primary indicator of ordinary high water. However, it can be a valuable tool as a cross check for the results obtained using other indicators and in those cases where other physical indicators result in ambiguity and uncertainty. In some locations the natural bank line and vegetation may have been replaced by bank stabilization and a well manicured lawn. Hydrology may be useful in such an instance to extrapolate a delineation from physical indicators upstream or downstream of the site. A review of recent stream flow conditions may also provide additional context for the results noted in the field. If a significant flood event occurred in the recent past, a review of current physical indicators alone may result in an erroneous delineation. A review of long term and recent hydrology may indicate whether physical indicators evident in the field are truly indicative of the ordinary high water mark or whether they reflect an extraordinary event. The use of hydrologic analyses in delineating OHWM’s will generally vary to a large extent between riverine and lake settings. In a riverine setting there may be stream flow records available from gages located in some proximity to the area to be delineated. Given a sufficient period of record, it may be possible to develop discharge frequency relationships for a given location. If a functional hydraulic model is available for the stream reach in question, it may also be possible to establish maps of inundation for flows of varying recurrence intervals. Even if the data were available for such an analysis, there has been only minimal work completed to define a recurrence interval which is widely accepted as ‘ordinarily’ high. The Washington State Departments of Ecology and Fish and Wildlife developed a draft set of guidelines for delineating ordinary high water marks in which they included an in-depth assessment of the use of statistical hydrology. In general terms, they found that ordinarily high flows, occurring for sufficient duration to impact soils and vegetation, fall between the 1.0 to 1.75-year flood, derived from maximum annual peak flow data (Reference 11). In those instances where sufficient stream flow records are unavailable, it may be possible to develop a discharge/frequency relationship using USGS regression equations, however, the applicability of those regression equations, specifically the size of contributing watershed over which they are considered valid, may rule out their applicability for most navigable streams (Reference 5).

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In a lake setting, detailed records of either lake levels or inflows from the contributing watershed will generally be unavailable. However, some generalized data could be used to estimate inflows for various recurrence intervals. Where lake level records are unavailable, local historical accounts and survey meander lines may provide additional historic context. Using data available from the Soil Conservation Service’s (SCS) Hydrology Manual, the yield to be expected from the contributing watershed for both 80 years out of 100 and 50 years out of 100 can be estimated. Precipitation data is likely available for the vicinity, and annual evaporation can also be estimated using the SCS Hydrology Manual (Reference 1). If the outlet elevation is known and the stage-area-capacity data is available or can be estimated, a simplistic hydrologic budget could be developed and used to bracket, verify, or supplement the results obtained using vegetation, soils and the other physical indicators. 3.0 SPECIFIC APPROACH FOR DELINEATIONS As described in the preceding section, the delineation of an OHWM typically involves the application of various scientific disciplines. The disciplines that may apply in one location may not be pertinent in another, given the indicators that may or may not be present. Therefore, the exact process used to complete delineations may vary accordingly from site to site, and must be documented in detail. Even given this inherent variability, a generalized process flow chart for completing a delineation is included as Figure 1. The discussion that follows describes a specific process for using each type of indicator. The process illustrated in Figure 1 involves a check list starting with vegetation and working down in priority to include soils, other physical indicators, and hydrology. If one indicator is found to be available in a given location, all other indicators available for assessment, even those of a generally lower priority, should still be evaluated in the delineation process. A data form is provided in Appendix A for recording the results of the delineation. Further explanation of the desired documentation is provided in Section 3.6. Another consideration not included in the graphical illustration, which may prove beneficial, is completing some background office review prior to the field investigation. Although review of hydrologic data is considered lower in priority than vegetation, soils, and other physical indicators, a review of hydrologic data prior to completing any field investigation may be prudent. As discussed in the prior section, a preliminary review of historic and real time stream flow and meteorological data may provide context for the other indicators noted during the field investigation. If an extraordinarily high flow or water level was recently experienced, the indicators noted in the field may not reflect the OHWM. A preliminary review will also provide additional context as to the flow or water levels present at the time of the field investigation.

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3.1 Vegetation Analysis Vegetation will commonly be the single most useful OHWM field indicator. That said, it should be used in combination with other indicators whenever possible to ensure an accurate delineation. ND Administrative Code Section 89-10-01-03 (Reference 7) addresses vegetation’s importance in defining the OHWM:

…that line below which the action of the water is frequent enough either to prevent the growth of vegetation or to restrict its growth to predominantly wetland species.

In State ex rel. Sprynczynatyk v. Mills (Reference 8) the ND Supreme Court reinforces that level of importance in defining the OHWM:

…It is co-ordinate with the limit of the bed of water; and that only is to be considered the bed that the water occupies sufficiently long and continuously to wrest it from vegetation, and destroy its value for agricultural purposes…. In some places, however, where the banks are low and flat, the water does not impress any well-defined line of demarcation between the bed and the banks. In such cases, the effect of the water upon vegetation must be the principal test in determining the location of high-water mark as a line between the riparian owner and the public. It is the point up to which the presence of action of the water is so continuous as to destroy the value of the land for agricultural purposes by preventing the growth of vegetation, constituting what may be termed an ordinary agricultural crop.

Much as these two definitions vary to some degree, there are different approaches to using vegetation as an indicator. The most common approach is to identify the transition between predominantly wetland and predominantly non-wetland species. Another approach is to identify the transition between terrestrial vegetation and aquatic vegetation. The standard procedure for identifying the transition zone is to start in the upland area and proceed toward the water noting the vegetation changes. The emphasis is placed on the assemblage of plant species in the plant community and not individual species (Reference 3). Correct identification of vegetation through the use of plant keys and training is essential to OHWM delineations. If a plant species can not be identified in the field, a sample should be collected and identified in the office. If one is unsure of the plant’s indicator status, the Natural Resources Conservation Service Plants Database located at http://plants.usda.gov/wetland.html may provide additional assistance. The plant’s name, stratum, and percent cover should be indicated on the field data sheet provided. The U.S. Fish and Wildlife Service has published a list of plant species found in wetlands in Region 4, which includes North Dakota (Reference 4), and that list is included in Appendix B. The Corps of Engineers 1987 Wetland Delineation Manual describes a process for using vegetation as a wetland delineator (Reference 3). To evaluate whether

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a plant community is predominantly wetland, one needs to determine what species are dominant and how many of those species are wetland species. The plant community is characterized by the dominant species comprising each stratum (tree, sapling, shrub, herbaceous, woody vines) in the plant community. In order for these plant species to exist, there must be saturation for a long enough duration for them to become established. Dominance is measured by basal area for trees, by height for shrubs/saplings, by percent cover for herbaceous vegetation, and by number of stems for woody vines (Reference 3). Table 1 provides definitions of the various strata.

Table 1 Definition of Vegetation Strata*

Strata Definition Tree ≥5 in dbh**, >20 ft in height Sapling .4 to <5 in dbh**, >20 ft in height Shrub Woody plants 3 to 20 ft in height, often multi stemmed Herbaceous Grasses, sedges, ferns, forbs and woody seedlings <3 ft in height Woody Vine Vines such as wild grape, etc. *Modified from Reference 3 **dbh is the diameter at breast height which is approximately 4.5 feet from the ground (Reference 6)

The 50/20 rule is the method recommended by the COE (Reference 3) for determining the dominant species in each plant community. This rule states that:

…dominant species in each stratum are the most abundant species (when ranked in descending order of abundance and cumulatively totaled) that immediately exceed 50% of the total dominance measure for that stratum, plus any additional species that individually comprise 20% or more of the total dominance measure for that stratum. The list of dominant species is then combined across strata.

If greater than 50% of the dominant plant species are OBL, FACW, or FAC (excluding FACU) using the 50/20 rule, then the vegetation is predominantly wetland. The 1988 National List of Plant Species that Occur in Wetlands (Reference 4) should be used to determine if the dominant plants are wetland species. The complete list can be found at http://www.fws.gov/nwi/bha/list88.html. The plant indicator status categories are defined in Table 2.

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Table 2 Plant Indicator Status Categories*

Indicator Categories Indicator Symbol Definition Obligate Wetland Plants OBL Plants that occur almost always (>99%

probability) in wetlands under natural conditions but which may occur (<1% probability) in non-wetlands.

Facultative Wetland Plants FACW Plants that occur usually in wetlands (>67% to 99% probability), but occur in non-wetlands (1% to 33% probability).

Facultative Plants FAC Plants with a similar likelihood (33% to 76% probability) of occurring in both wetlands and non-wetlands.

Facultative Upland Plants FACU Plants that occur sometimes (1% to <33% probability) in wetlands but occur more often (>67% to 99% probability) in non-wetlands.

Obligate Upland Plants UPL Plants that occur rarely (<1% probability) in wetlands but occur almost always >99% probability) in non wetlands under natural conditions.

*Modified from Reference 3 Another approach that may be helpful in some settings is to identify the transition between terrestrial vegetation and aquatic vegetation. This is a different transition generally occurring at a lower elevation, or closer to the water’s edge, than the transition between wetland and non-wetland species. Unlike the work that’s been done to aid in differentiating between wetland and non-wetland plant species, there are no location specific lists of aquatic versus terrestrial plant species typically found in North Dakota, however a delineator trained in botany will be capable of noting the distinction. Wherever both vegetative transitions are apparent, they should both be noted and considered in combination with all the available indicators. It is also important to note that while, by definition, the area below the OHWM consists of predominantly wetland species, non-wetland vegetation, can be present below the OHWM, however it may show signs of stress due to exposure to moving water or root saturation. It may also have been washed away by moving water or unable to establish itself because of saturated conditions. Features such as adventitious roots, shallow root systems, waterlines on tree trunks, multiple trunks, and exposed roots are all indicators that water is, or has been, present there often enough, and for a long enough period of time, to cause morphological changes in the plants (Reference 3) or to remove the soils the plants were established in. Another consideration is that species typically considered wetland species may be found above the OHWM. One example may be the mature cottonwoods on the high bank of the Missouri River which were seeded as a result of inundation during the un-regulated period prior to the construction of Garrison Dam. This is an important example of a situation where the transition between terrestrial and aquatic vegetation may provide

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additional insight as well as an example of a situation where hydrologic changes, in this case resulting from the construction of Garrison Dam, need to be considered in combination with the identified transition between wetland and non-wetland vegetation. 3.2 Soils Analysis The mark that water leaves on the soil is commonly considered a useful indicator for delineation of an OHWM, but using changes in soil characteristics as an indicator can be complicated and can vary between riverine and lake settings. Soil changes should be used in conjunction with other indicators, such as vegetation and hydrology whenever possible. One of the most easily observable soil characteristics as an indicator is a noticeable change in the appearance of the soil surface. This shift in appearance could be a change in texture or color that is caused by the action of water on the surface that leaves an obvious mark on the soil. A discernable mark on the soil could also be caused by erosion and sediment re-deposition. Water can transport smaller soil particles, such as silt or clay, and can result in finer particles being deposited on the surface below the OHWM; whereas above the OHWM, the surface soil may be a coarser texture. In the case of flowing water, the finer particles may be washed away, leaving behind sand or gravel below the OHWM or exposing cobble or boulder lines. Observations of the soil surface can also reveal where the water action has been. Ripples left in sandy or silty soil are evidence that the soil was once submerged (Reference 9). Looking carefully at the soil for the presence of organic matter can assist in determining if water had been present there for any length of time. Peaty or mucky soils cannot form under dry or well drained conditions, meaning soils with these textures are found below an OHWM. Shelving along banks of water bodies is another subtle indicator of where water levels have been (Reference 9). In places where there is a sharp bank instead of a gradual shoreline, soil will wash out from under itself and leave a small hanging shelf. This is not evident in all soil textures and will not form in places where wave action may knock the hanging shelves loose. These shelves are not easily visible from standing on the bank, so the ability to view the bank from another vantage point may be necessary. An optional technique for using soils is examining the subsurface of the soil using a shovel, auger, or soil pit. This technique should only be used by a delineator who is a Licensed Soil Classifier in the State of North Dakota. A transect of soil pits should be used starting at an obviously upland area and working perpendicular toward the water’s edge (Reference 9). Long term saturation of the soil will result in soil that has a low chroma matrix due to anaerobic conditions (Reference 3). Keep in mind that fill materials or soils that have been disturbed may not display these hydric characteristics. The inundation in a lake setting may be of sufficient duration to result in establishment of

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hydric characteristics, while the inundation in a riverine setting may not be of sufficient duration to do so. The presence of hydric soils is not a definitive indicator of an OHWM. Rather, it is more the identification of changes resulting from the frequent presence of water that is important. 3.3 Assessment of Other Physical Indicators There are other physical indicators that can be useful in OHWM delineations. A listing of such indicators follows with an accompanying brief discussion. Those indicators listed should not be considered the only possible physical indicators. The delineator should feel free to use any and all physical indicators that may contribute to an accurate delineation.

• Wrack. Debris, and Mud lines Areas containing wrack, debris and mud lines may, in some instances, actually be above the OHWM, as that debris may have been left behind as a result of an unusually high flood event. The use of wrack and debris lines should be closely coordinated with a review of recent streamflow records to determine whether the debris might be the result of an ordinary or extraordinary event (Reference 9).

• Ice Scars Dispersed chunks of ice can scar trees, rock and soil. However, caution should be exercised in using ice scars as an indicator (Reference 13). Much as with wrack and debris lines, ice scars can be located above the OHWM. As with wrack and debris lines, the use of ice scars should be closely coordinated with a review of recent streamflow records in an attempt to determine whether the scars are indicative of an ordinarily or extraordinarily high event.

• Pollen or Algae Staining Algae and pollen can result in stains on rocks, trees, and man-made structures. These stains can be useful in identifying the approximate location of the OHWM. However, splashing and wave action can, in some locations, result in stain lines that are above the OHWM (Reference 13).

• Water Staining Stains left by water can also be a useful indicator. The State of Wisconsin Waterway and Wetland Handbook (Reference 13) indicates three stain lines will generally be evident with a band of gray on the bottom then a lighter band followed by a darker band on top. The OHWM is typically located at the boundary between the lighter color band and the top dark band.

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3.4 Hydrologic Assessment While vegetation and soils are commonly considered the primary indicators of the OHWM, it is hydrology that drives the water level fluctuations, and the evidence left in the form of vegetation, soils and other physical indicators are simply reflections of that hydrology. In some locations, bank stabilization efforts and the development of landscaped and manicured lawns may have eliminated the presence of other primary vegetative and soil indicators. In those locations, the OHWM delineation may need to be based predominantly on extrapolation from nearby locations where these indicators are available. A hydrologic assessment may be completed to facilitate such an extrapolation. In all instances, the hydrologic assessment is a tool to be used to verify, bracket, or supplement the results obtained through identification and analysis of the other indicators. Hydrology should only be used as a primary indicator when the other indicators are not available or when their use yields inconclusive or conflicting results. The hydrologic approach used may vary between riverine and lake settings. In either case, the extent to which hydrology was considered in the OHWM delineation and the methodology and source of data used should all be thoroughly documented. 3.4.1 Riverine In a riverine setting, the availability of stream flow data should be determined. The United States Geologic Survey operates a national network of stream gaging stations. The data collected at stations in North Dakota is available at http://nd.water.usgs.gov/. This site contains real time streamflow data for select sites and historic data for all sites. The data is also published annually in hard copy data reports (Reference 14). If a stream gage is located within reasonable proximity to the area being delineated, the streamflow record can be reviewed for utility in the delineation process. In a situation where other physical indicators were available for delineation purposes, the streamflow record should be evaluated to determine whether any recent large or extraordinary flood events might have been responsible for wrack or debris lines which do not reflect an ‘ordinary’ high water mark. Typically, however, vegetation indicators would not be significantly influenced by one extraordinary event. Additionally, an available streamflow record could be used to determine a flow that constitutes an ordinarily high event. While limited research has been done to equate statistical hydrology to ordinary high water mark delineations, work completed for the State of Washington suggests that the ordinary high flow is generally equivalent to a 1.0 to 1.75-year recurrence peak flow (Reference 11). If a sufficient period of record is available to fit a frequency distribution to the peak flow data record, efforts should be made to do so in accordance with Bulletin 17B (Reference 2).

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If the gaging station is immediately adjacent to the site being delineated, the water surface elevation corresponding to the 1.0 to 1.75-year peak flow can be determined from the stage-discharge rating curve for that site. If the gaging station is some distance away, it may be necessary to perform a step-backwater analysis or site specific normal depth analysis to extrapolate the stage corresponding to the ordinary high discharge at the specific site being delineated. In some instances, functioning step-backwater hydraulic models may be available, having been developed for Flood Insurance Studies or other investigations. 3.4.2 Lakes The hydrology of lakes in North Dakota is widely varied. A lake may have a fixed outlet elevation and may naturally spill to a stream or down-gradient lake during wetter periods. In such a case, the OHWM may be at, or slightly above, the outlet elevation. However, in other instances, a lake may be entirely in a closed basin, rarely or never spilling water. Also, some lakes are hydrologically connected to aquifer systems and may simply constitute a window into an aquifer. In other cases, lakes may not interact to any significant extent with a ground water system and may be fed solely by precipitation and runoff. In a lake setting, the likelihood of long term stage data being available is greatly diminished, although some lakes do have records published by the USGS, and those records would be available on the same link as provided for streamflow data (Reference 14). Various hydrologic components can be estimated using data published within the SCS’s Hydrology Manual for North Dakota. Charts are available for estimating the volume of runoff to be expected at least 50 years out of 100 and 80 years out of 100, and the percentage of the annual runoff typically resulting from snow-melt is also available. Average annual precipitation and evaporation from lakes can also be estimated from this manual (Reference 1). With this data, a water balance could be developed. Elevation-area-capacity information may be estimated from available topographic data. In other instances, the North Dakota Game and Fish Department may have used soundings to develop such relationships for lakes with a fishery resource, and that information may be available upon request or may be found at http://www.gf.nd.gov/fishing/lakedata.html (Reference 17). If a lake has a fixed outlet elevation, the runoff and precipitation data available in the Hydrology Manual coupled with elevation-area-capacity data can be used to estimate the anticipated raise in lake level from a typical snow-melt event. In those instances where a more detailed analysis is appropriate, a rainfall/runoff model such as HEC-1 (Reference 15) or HEC-HMS (Reference 16) may be used to quantify the runoff and affect on lake levels resulting from a 1.0 to 1.75-year precipitation or snow-melt event. The extent to which hydrology was considered in the delineation and the methodology and source of data used should be thoroughly documented.

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14

3.5 Other Considerations In addition to the use of the specific indicators described above and the required documentation discussed in the following section, there are other considerations that should be taken into account in an OHWM delineation process. One such consideration is the statewide variability across the various eco-regions of North Dakota. Clearly, the Red River valley of eastern North Dakota is a vastly different geologic setting than the prairie-pothole region of the Missouri Coteau in the central portion of the state and the badlands of the Little Missouri River watershed in the west. This variability in geologic and morphologic setting will also be apparent, to some degree, in the types of indicators available for OHWM delineations. The wetland vegetative communities that may be prevalent in the east may be replaced by completely different communities in the west. While no specific vegetation species sub-lists have been developed for the various eco-regions in the state, the delineator needs to keep this variability in mind. Soil types will similarly vary widely between the eastern, central and western parts of the state, based on the parent material from which it was formed. Other physical indicators may exhibit similar variability between the low gradient prairie streams of the east and the higher gradient streams of the Missouri River system. The variability in geographic scale between various river systems is another important consideration. The lower James River and the Red River of the North are both streams that the courts have determined to be navigable. Yet, these streams vary greatly in scale and morphologic characteristics from larger river systems like the Missouri and the Yellowstone. The stage on the Missouri River at Bismarck typically varies about eight feet on an annual basis. Because of the width of this large river and the preponderance of various sandbars and islands, the OHWM may actually be located several hundred yards from the apparent stream bank at the time of the delineation. Thus, the delineator needs to take a ‘wider angle view’ when completing delineations on these large systems compared to other navigable streams within the state. The example photos in Appendix C illustrate the geographic variability. On rivers like the Missouri and Yellowstone, the stream may be split or braided. The delineator needs to recognize that the significant variability in flow for some of these larger western streams probably results in a situation where the various braids are united in one much larger channel when the river is ordinarily high. Thus it would be appropriate to search for an OHWM outside of all the various braids rather than looking for an OHWM between each braided channel. Photo #21 in Appendix C illustrates an example of a braided channel. Islands are another important consideration. Islands may or may not be sovereign land depending on when they were formed and the manner in which they formed. Regardless of whether or not they are sovereign land, there may be areas within an island that have risen above the OHWM of the river. Depending on the purpose and scope of the

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delineation, the delineator may need to examine island areas for indicators of an OHWM. Photos #2 and #21 in Appendix C illustrate an example of an island. Another important clue as to the location of the OHWM stems from the ND Supreme Court language indicating that the value of land below the OHWM will have been destroyed for agricultural purposes by the frequent inundation. The delineator should evaluate whether the area is suitable for use in growing ordinary agricultural crops. In some areas of the state, where agricultural property values are relatively high, the area would likely already be cultivated if it were suitable. The delineator also needs to be cognizant of the fact that the OHWM is an ambulatory line; it moves over time with changes in climatic conditions. These changes typically occur over long periods of time. Changes may occur in limited areas from year to year, but such short term changes are not common. The ND Supreme Court has also recognized that the OHWM may move in response to man-made changes such as the construction and operation of dams. The density of delineation points or transects required is another important consideration. Obviously, if the OHWM is to be determined for only a specific lot or other smaller tract of land, a single transect will likely be sufficient. If the OHWM is being delineated for a reach of river, several transects may be required, as the location and elevation of the OHWM will likely vary along that reach. If the OHWM is being delineated for a lake, multiple points should be evaluated, but the OHWM should be represented by a single elevation for the entire lake. It is possible that different indicators may be present in different locations, and consideration of these additional indicators will be beneficial to the delineation process. The density of transects or points required to complete a specific delineation will, in most instances, be left to the professional judgment of the delineator, but it is a component of the project that should be carefully considered prior to initiating field work, and, in the case of delineations completed by a contractor, should be discussed as part of the project scoping process. 3.6 Documentation All of the data, analyses, and judgment used to complete a delineation should be carefully and thoroughly documented. The data form included in Appendix A should be completed for all of the indicators used in the delineation. Several areas are provided on the form for explanatory notations. Again, the Office of the State Engineer will only recognize delineations conducted by qualified staff members or by other qualified professionals hired or approved by the State Engineer. All background data supporting the delineation should accompany the data form. This should include a topographic or photographic map clearly illustrating the general area of the delineation as well as the resulting location of the OHWM. Any survey or GPS data collected to locate the OHWM should also be provided in either digital or hard copy format. Any hydrologic data used in the delineation should be provided along with the source of the data and any resulting analyses.

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16

Photographs illustrating the indicators should be provided whenever possible. This may include photographs of vegetation, soil, and other physical indicators, as well as photographs illustrating the results of the delineation. If the area provided on the form for explanatory notes is inadequate or the area being delineated is substantial, narrative explanation in addition to what can be included on the form should be provided. This could simply be in the form of an explanatory letter, technical memorandum, or, in the case of a very large delineation, a bound report may be appropriate.

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4.0 List of References

1. United States Soil Conservation Service, United States Department of Agriculture, Hydrology Manual for North Dakota, Revised 1980.

2. Water Resources Council, Bulletin 17B, Guidelines for Determining Flood Flow

Frequency, Revised September 1981 and March 1982.

3. U.S. Army Corp of Engineers, Corps of Engineers Wetlands Delineation Manual, Wetlands Research Program Technical Report Y-87-1 (online edition), January 1987. Available at: http://www.wetlands.com/regs/tlpge02e.htm

4. U.S. Fish and Wildlife Service, National List of Plant Species that Occur in

Wetlands (online edition), 1988. Available at: http://www.fws.gov/nwi/bha/list88.html

5. United States Geological Survey, Water Resources Investigations Report 92-

4020, Techniques for Estimating Peak Flow Frequency Relations, 1992.

6. Minnesota Department of Natural Resources Waters, Guidelines for Ordinary High Water Level (OHWL) Determinations, June, 1993.

7. North Dakota State Engineer, Sovereign Land Management Statutes and Rules,

February, 1997. 8. State ex rel. Sprynczynatyk v. Mills, 1999 ND 75, 13, 592 N.W. 2d 591.

9. Harris County Flood Control District, Ordinary High Water Mark Delineation

Manual for Section 404 Waters, October, 2005.

10. North Dakota State Water Commission, North Dakota Water Laws, 2005.

11. Washington Department of Ecology, Washington Department of Fish and Wildlife, Methods for Delineation of Ordinary High Water Lines (OHWL) and Ordinary High Water Marks (OHWM) for Natural Resources Plans and Permits, Draft Copy, June, 2006.

12. North Dakota State Engineer, North Dakota Sovereign Land Management Plan,

2007.

13. State of Wisconsin, Waterway and Wetland Handbook, Chapter 40, Ordinary High Water Mark.

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14. United States Geological Survey, Water Resource Data Reports, Available at: http://nd.water.usgs.gov/.

15. U.S. Army Corps of Engineers, Hydrologic Engineering Center, Computer

Program, HEC-1. 16. U.S. Army Corps of Engineers, Hydrologic Modeling System, Computer

Program, HEC-HMS. 17. North Dakota Game and Fish Department, Lake Contour Maps, http://www.gf.nd.gov/fishing/lakedata.html.

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APPENDIX A

Delineation Data Form

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ORDINARY HIGH WATER MARK DELINEATION

DATA FORM

GENERAL Date: Map provided? ______Yes ______ No Delineator(s): Riparian Landowner:

Water Body: Transect:

Legal Description: County:

Notes:

VEGETATION BELOW OHWM ABOVE OHWM

Dominant Plant Species % Cover Indicator Stratum Dominant Plant Species % Cover Indicator Stratum

% of dominant species that are OBL, FACW, and/or FAC?

% of dominant species that are OBL, FACW, and/or FAC?

Evidence of vegetation stress: Destruction of terrestrial vegetation:

Notes:

SOILS Change in appearance of soil surface: Evidence of sediment deposition:

Evidence of shelving along bank: Organic matter present on surface:

Evidence of rippling effect: Evidence of erosion:

Section below is optional and for use ONLY if delineator is a Licensed Soil Classifier in the State of North Dakota BELOW OHWM ABOVE OHWM

Depth Texture Matrix Color Mottles Depth Texture Matrix Color Mottles

Hydric Soils Present?

Hydric Soils Present?

Notes:

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HYDROLOGY

STREAM LAKE USGS Gaging Station: Watershed Yield 80yr/100yr: 50yr/100yr:

1-yr Flood elevation: Outlet Elevation:

2-yr Flood elevation: Surface Area:

Recent Atypical Flood Event? Evaporative Loss:

Average Annual Precipitation: Notes:

OTHER PHYSICAL INDICATORS Ice scars:

Pollen or algae staining:

Water stain:

Wrack:

Describe other: Notes:

RESULTS Elevation of OHWM:

Elevation Determined By: Field Survey Remote GPS Notes:

Note to Users: Delineation forms should be completed by State Engineer designated delineators or Office of the State Engineer staff. It is important that the delineation be documented to the maximum extent possible. Please complete this form providing as much of the data requested as possible. Additional insight as to the methodologies and expectations are provided in the Ordinary High Water Mark Delineation Guidelines. This form should be forwarded along with all supporting documentation, including any pertinent maps and photos to: The Office of the State Engineer, 900 East Boulevard, Bismarck, ND 58505-0850.

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APPENDIX B

Region 4 Wetland Vegetation Species

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REG

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Page 27: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

R

EGIO

N 4

LIS

T O

F PL

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TS

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Page 28: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

R

EGIO

N 4

LIS

T O

F PL

AN

TS

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Page 29: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

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Page 30: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

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Page 31: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

R

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N 4

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Page 32: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

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Page 33: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

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Page 34: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

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Page 35: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

R

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N 4

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Page 36: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

R

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N 4

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LEA

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Page 37: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

R

EGIO

N 4

LIS

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AN

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ame

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Page 38: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

APPENDIX C

Example Photos

Page 39: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 1 of 21

An

exam

ple

of d

evel

opm

ent h

avin

g de

stro

yed

vege

tativ

e an

d so

il in

dica

tors

. A

n O

HW

M d

elin

eatio

n fo

r thi

s lo

catio

n m

ay re

quire

ex

trapo

latio

n fr

om a

noth

er a

djac

ent l

ocat

ion.

Page 40: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 2 of 21

Look

ing

sout

h at

Chr

istm

as T

ree

Isla

nd in

the

Mis

sour

i Riv

er n

orth

of B

ism

arck

. N

ote

cotto

nwoo

d tre

e gr

owth

on

isla

nd.

Alth

ough

no

delin

eatio

n ha

s bee

n co

mpl

eted

for t

his

area

, it

is p

ossi

ble

for p

ortio

ns o

f isl

ands

to ri

se to

an

elev

atio

n ab

ove

the

OH

WM

.

Page 41: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 3 of 21

Das

hed

red

line

in lo

wer

left

illus

trate

s OH

WM

as d

eter

min

ed

thro

ugh

litig

atio

n. L

ine

to th

e rig

ht il

lust

rate

s pro

babl

e O

HW

M lo

catio

n on

the

oppo

site

ban

k.

Page 42: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 4 of 21

Das

hed

red

line

illus

trate

s pro

babl

e O

HW

M lo

catio

n al

ong

Mis

sour

i Riv

er.

Not

e m

atur

e co

ttonw

oods

abo

ve O

HW

M a

nd

pred

omin

ate

will

ow g

row

th b

elow

.

Page 43: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 5 of 21

Das

hed

red

line

illus

trate

s pro

babl

e lo

catio

n of

O

HW

M a

long

Mis

sour

i Riv

er.

Not

e m

atur

e co

ttonw

oods

abo

ve O

HW

M a

nd p

redo

min

ate

will

ow

grow

th b

elow

.

Page 44: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 6 of 21

Das

hed

red

line

illus

trate

s pro

babl

e lo

catio

n of

OH

WM

al

ong

deve

lope

d re

ach

of th

e M

isso

uri R

iver

. N

ote

the

mat

ure

cotto

nwoo

d tre

es re

mai

ning

in re

side

ntia

l yar

d.

Oth

er v

eget

ativ

e in

dica

tors

hav

e be

en e

limin

ated

due

to

deve

lopm

ent.

Page 45: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 7 of 21

Das

hed

red

line

illus

trate

s pro

babl

e O

HW

M lo

catio

n al

ong

Mis

sour

i Riv

er.

The

OH

WM

is li

kely

just

stre

am s

ide

of th

e m

atur

e co

ttonw

oods

. Th

e w

illow

y sa

ndba

r are

a be

ing

used

by

recr

eato

rs is

like

ly b

elow

the

OH

WM

.

Page 46: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 8 of 21

Like

ly O

HW

M b

ased

on

wat

er s

tain

ing

on

brid

ge.

OH

WM

is ty

pica

lly th

e bo

ttom

of

the

top

dark

ban

d.

Page 47: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 9 of 21

An

exam

ple

of a

lgae

sta

inin

g on

rock

s al

ong

shor

e lin

e.

Page 48: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 10 of 21

Ano

ther

exa

mpl

e of

wat

er st

aini

ng a

s an

OH

WM

in

dica

tor.

Page 49: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 11 of 21

Page 50: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 12 of 21

Page 51: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 13 of 21

An

exam

ple

of la

ndsc

apin

g an

d ba

nk s

tabi

lizat

ion

havi

ng e

limin

ated

mos

t veg

etat

ive

and

soils

in

dica

tors

. Th

is is

an

exam

ple

whe

re a

n O

HW

M d

elin

eatio

n m

ay in

volv

e hy

drol

ogic

indi

cato

rs in

ex

trapo

latin

g a

delin

eatio

n fr

om a

n ad

join

ing

area

.

Page 52: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 14 of 21

Page 53: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 15 of 21

Page 54: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 16 of 21

Page 55: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 17 of 21

Page 56: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 18 of 21

Page 57: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 19 of 21

Page 58: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 20 of 21

Page 59: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix C - 21 of 21

An

exam

ple

of is

land

s an

d a

brai

ded

chan

nel.

A p

ortio

n of

th

e is

land

s m

ay o

r may

not

rise

abo

ve th

e le

vel o

f ord

inar

y hi

gh w

ater

.

Page 60: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Appendix D

Glossary of Terms Adaptation: A modification of a species that makes it more fit for existence under the conditions of its environment. These modifications are the result of genetic selection processes.

Aquatic Species: Plants that grow partly or wholly in water whether rooted or floating without anchorage. Adventitious Roots: Roots found on plant stems in positions where they normally do not occur, often above the ground surface. Aerobic: A situation in which molecular oxygen is a part of the environment.

Anaerobic: A situation in which molecular oxygen is absent (or effectively so) from the environment. This condition occurs during long term saturation of soil and will cause soils to display hydric indicators. Basal area: The cross-sectional area of a tree trunk measured in square inches, square centimeters, etc. Basal area is normally measured at 4.5 ft above the ground level and is used as a measure of dominance. The most easily used tool for measuring basal area is a tape marked in square inches. When plotless methods are used, an angle gauge or prism will provide a means for rapidly determining basal area. This term is also applicable to the cross sectional area of a clumped herbaceous plant, measured at 1.0 in. above the soil surface.

Chroma: The relative purity or saturation of a color; intensity of distinctive hue as related to grayness; one of the three variables of color. Diameter at breast height (DBH): The width of a plant stem as measured at 4.5 ft above the ground surface. Dominance: A descriptor of vegetation that is related to the standing crop of a species in an area, usually measured by height, cover, or basal area (for trees).

Dominant species: As used herein, a plant species that exerts a controlling influence on or defines the character of a community.

Gaging Station: A point along a stream where instrumentation has been installed for measuring river stage and where a series of stage and stream discharge measurements have defined the relationship between stage and discharge, allowing the conversion of the daily stage record to a daily discharge record. The USGS operates a network of such gages across the nation. Gleyed: A soil condition resulting from prolonged soil saturation, which is manifested by the presence of bluish or greenish colors through the soil mass or in mottles (spots or streaks) among other colors. Gleying occurs under reducing soil conditions resulting from saturation, by which iron is reduced predominantly to the ferrous state.

Page 61: ORDINARY HIGH WATER MARK DELINEATION GUIDELINESswc.nd.gov/pdfs/ordinary_high_water.pdf · 2015-10-06 · 1 NORTH DAKOTA STATE ENGINEER ORDINARY HIGH WATER MARK DELINEATION GUIDELINES

Herb: A non-woody individual of a macrophytic species. In this manual, seedlings of woody plants that are less than 3 feet in height are considered to be herbs. Hydric Soil: A soil that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions that favor the growth and regeneration of hydrophytic vegetation. These soils display a matrix of gleyed or depleted colors. Hydrology: The science dealing with the properties, distribution, and circulation of water. Indicator: As used in this manual, an event, entity, or condition that typically characterizes a prescribed environment or situation; indicators determine or aid in determining whether or not certain stated circumstances exist. Indicator status: One of the categories (e.g. OBL) that described the estimated probability of a plant species occurring in wetlands. Inundation: A condition in which water from any source temporarily or permanently covers a land surface. Mineral Soil: A soil consisting predominantly of, and having its properties determined predominantly by, mineral matter usually containing less than 20 percent organic matter. Morphological adaptation: A feature of structure and form that aids in fitting a species to its particular environment (e.g. multiple trunks, adventitious roots). Muck: Highly decomposed organic material in which the original plant parts are not recognizable. Organic soil: A soil is classified as an organic soil if it is: (1) saturated for prolonged periods (unless artificially drained) and has more than 30 percent organic matter if the mineral fraction is more than 50 percent clay, or more than 20 percent organic matter if the mineral fraction has no clay; or (2) never saturated with water for more than a few days and having more than 34 percent organic matter. Parameter: A characteristic component of a unit that can be defined. Vegetation, soil, and hydrology are three parameters that may be used to define wetlands. Peak Flow: The highest instantaneous stream discharge recorded at a gaging station or projected by hydrologic methods where gage data or measurements are unavailable. Plant community: All of the plant populations occurring in a shared habitat or environment Saturated soil conditions: A condition in which all easily drained voids (pores) between soil particles in the root zone are temporarily or permanently filled with water to the soil surface at pressures greater than atmospheric.

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Soil: Unconsolidated mineral and organic material that supports, or is capable of supporting, plants and which has recognizable properties due to the integrated effect of climate and living matter upon parent material, as conditioned by relief over time. Soil matrix: The portion of given soil having the dominant color. In most cases, the matrix will be the portion of the soil having more than 50 percent of the same color. Step-backwater Analysis: A method of hydraulic analysis based upon Bernoulli’s energy equation. Terrestrial Species: Plants that grow wholly on land and will show signs of stress when exposed to saturated conditions for any length of time. This may include some species that are considered to be wetland species (OBL, FACW, and FAC) and includes all non-wetland species (FACU and UPL). Transition zone: The area in which a change from wetland to non-wetland occurs. The transition zone may be narrow or broad depending on location. Watermark: A line on a tree or other upright structure that represents the maximum static water level reached during an inundation event.


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