A. Vegetated wetlands
1. The landward edge of vegetated wetlands
(i.e., bogs; marshes; swamps; emergent, shrub or forested wetlands; or similar
types, including wetland complexes of these types), shall, under normal
conditions, be identified as the place where the plant community associated
with the vegetated wetland is no longer dominated by hydrophytes/hydrophytic
vegetation (i.e., the plant community is composed of less than or equal to
fifty percent (50%) hydrophytes/hydrophytic vegetation).
2. Hydrophytes/hydrophytic vegetation
includes, but is not limited to:
a. Those
typical plant species listed in R.I. Gen. Laws §§
2-1-20(3)"bog",
(10) "marsh" and (16) "swamp"; or
b. Those plant species listed as having a
wetland indicator status of obligate (OBL) according to the most recent edition
of the National List of Plant Species That Occur in Wetlands: Rhode Island
(National List), as prepared by the U.S. Fish and Wildlife Service;
or
c. Those plant species listed as
having a wetland indicator status of facultative wetland (FACW), facultative
(FAC) or facultative upland (FACU) according to the National List, where such
plants are present along with other clear hydrologic indicators of
wetland.
3. Where no
distinct edge is apparent based upon examination of vegetation alone (e.g., the
plant community is transitional in nature and dominated by species having an
indicator status of FACW, FAC or FACU), other hydrologic indicators must be
considered before determining the location of the landward edge of vegetated
wetlands. Where such indicators are present, the FACW, FAC, or FACU plant
species are considered hydrophytes/hydrophytic vegetation; however, the
landward edge of vegetated wetland in such transitional areas is located where
other hydrologic indicators are no longer present.
4. Other hydrologic indicators are those
characteristics, other than vegetation, which provide evidence that an area is
continuously or periodically saturated, inundated, flooded, or ponded; has
standing or slowly moving water; or frequently collects surface run-off or
drainage. Examples of other hydrologic indicators include, but are not limited
to, the following: (Note: Those features followed by an asterisk (*) are valid
indicators only when at least one additional hydrologic indicator is present.)
a. Morphologic features or properties
associated with hydric soils in accordance with the most recent version of the
Field Indicators for Identifying Hydric Soils in New England.
b. Visual observation of soil saturation
within twelve inches (12") of the soil surface (considering both seasonal and
recent weather conditions);
c.
Distinct water marks on vegetation or other fixed objects;*
d. Sulfitic materials (H2S - rotten egg odor)
within twelve inches (12") of the soil surface;
e. Mound and pool microtopography;*
f. Patches of peat mosses (Sphagnum
spp.)
g. Soil morphologic evidence
of recent or periodic flooding (e.g., stratification associated with flood
plains);*
h. Visual observation of
surface inundation (considering both seasonal and recent weather
conditions);*
i. Dark or
water-stained leaves on the ground surface;*
j. Drift or wrack lines of water-borne
materials; *
k. Wetland drainage
features or patterns such as scoured channels;*
l. Morphological plant adaptations (e.g.,
buttressed trees trunks, adventitious roots, exposed or shallow root
systems);*
m. Distinct or prominent
pore linings (oxidized rhizopheres) along live roots within twelve inches (12")
of the soil surface.*
5.
For purposes of locating and identifying the edge of vegetated wetlands for
applications submitted to the CRMC, the CRMC will accept the methodology
described and incorporated within the Corps of Engineers Wetlands Delineation
Manual, Technical Report Y - 87-1, January, 1987, Prepared for: Department of
The Army, U.S. Army Corps of Engineers, (Corps) in addition to the Corps'
September 9, 1991 regulatory guidance letter regarding Guidance for the
Interpretation of Wetland Boundaries Using the 1987 Corps Manual in the Six New
England States under the following conditions:
a. The use of this methodology is intended to
facilitate the location and identification of the edge of "vegetated" wetlands,
but must not be interpreted as redefining wetlands regulated under the Act and
these Rules. For example, the area of land within fifty feet (50') of any bog;
marsh; swamp; or pond is a regulated wetland according to R.I. Gen. Laws §
2-1-20(4);
however, the Manual, for purposes of Section 404 of the Clean Water Act, will
refer to these areas as "nonwetlands."
b. All edge locations and delineations are
subject to the CRMC's review and acceptance under the procedures set forth in
§
2.8(B) of
this Part for requests to determine the presence of wetlands. Accordingly, all
requests to verify the edge of these types of wetlands will require on-site
inspection and analysis.
c. Areas
discovered during the delineation of freshwater wetlands which appear to have
altered conditions (e.g., removal of vegetation, ditching, draining, filling or
other alterations that have changed or appear to change normal conditions) must
be documented.
B. Perimeter wetlands. The edge of perimeter
wetlands shall be identified as the line fifty feet (50') from the landward
edge of any bog, marsh, swamp, or pond.
C. Flowing and standing water wetlands
1. The edge of rivers, streams, intermittent
streams, ponds, special aquatic sites, areas subject to storm flowage, areas
subject to flooding and other areas dominated by open or flowing water shall be
identified as follows:
a. The edge of rivers,
streams, intermittent streams, ponds, special aquatic sites, areas subject to
storm flowage, areas subject to flooding and other areas dominated by open or
flowing water shall be the ordinary high water mark of standing or flowing
water. The ordinary high water mark is the line separating land flooded at high
water and land exposed at high water. This line may be determined and
documented by using recorded hydrologic data (e.g., data obtained from site
specific planning and design documents; in-stream flow studies; stream gauge
data; the CRMC's file data; or flood data), or, in the absence of these, by
observing physical characteristics, such as evidence of a clear demarcation
line between terrestrial and aquatic conditions as a result of standing or
flowing water; shelving; permanent watermarks and stains on woody vegetation or
other fixed objects, such as bridges, stones, walls, docks, or piers; changes
in the character of the soil; the presence of water-borne natural litter and
debris; evidence of surface scouring; or other appropriate means.
b. The edge of any pond and incoming or
outgoing flowing body of water shall be that location where characteristics
associated with a lentic ecosystem and a lotic ecosystem are both
present.
D.
Riverbank wetlands. The edge of riverbank wetlands along a river, stream,
intermittent stream, or flowing body of water shall be determined by the method
described herein:
1. The CRMC may compile
designated riverbank widths for flowing water body segments and maintain this
information on file. Such designations shall be based upon currently available
maps, aerial photographs, observations, and past determinations by the CRMC.
All applicants may consult with the CRMC regarding the availability of
designated riverbank widths along any flowing bodies of water segments in the
project area. If a riverbank width has been determined by the CRMC, this
designation can be used to preclude the need for the applicant to undertake
field measurements or observations.
2. When designated riverbank widths are not
available, the identification and assignment of a riverbank width shall, if the
width is not obvious, be conducted using the following method:
a. The width of the flowing body of water
shall be measured along the channel's length at a minimum of five (5) locations
upstream and at a minimum of five (5) locations downstream from a measured
midpoint within the project area or area of concern.
(1) The measurements shall be taken at the
midpoint, and at approximately equal intervals along the channel's length with
the minimum distance between intervals not less than twenty feet (20') and the
maximum distance between intervals not exceeding fifty feet (50').
(2) The midpoint of the measurements shall be
near the midpoint of the project area or area of concern.
(3) The measurements shall be taken between
the edges of the flowing body of water or channel as delineated according to
§
2.18(C)(1)(a)
of this Part above.
(4) All
measurements shall be taken at locations that are representative of the water
body segment, must be documented as to the locations, and must be able to be
reproduced. Measurements taken at any human-induced restrictions which are less
than the natural conditions or within sections of the flowing body of water
subject to unauthorized alterations are not applicable or acceptable.
b. The arithmetic average or mean
of the channel width measurements shall serve as the average channel width for
the purposes of assigning riverbank. The mean shall be calculated using the
formula:
X1 + X2 + ... + Xn |
______________ |
n
|
where "X" equals each channel width measurement and
"n" equals the number of measurements.
|
c.
When the mean channel width is less than ten feet (10'), the riverbank wetland
shall be one hundred feet (100'). When the mean channel width is ten feet (10')
or more, the riverbank wetland shall be two hundred feet (200').
E. Flood plain
wetlands. The edge of any flood plain shall be identified as the maximum
horizontal extent of flood water which will result from the statistical
100-year frequency storm event.
1. The
100-year flood plain elevation shall be determined by the most recently
available flood profile data prepared under the National Flood Insurance
Program of the Federal Emergency Management Agency (FEMA); or
2. In the event that FEMA flood profile data
are unavailable, or if the applicant disagrees with the data, the flood plain
edge shall be determined by engineering calculations completed by a registered
professional engineer. These calculations shall be:
a. Based upon a widely accepted hydrologic
and hydraulic model (e.g., HEC-RAS). The applicant must demonstrate that the
selected model is appropriate for the determination; and
b. Based upon a design storm of at least
seven inches (7") of precipitation in twenty-four (24) hours (a Type III
rainfall as defined by the National Weather Service).
3. The flood plain edge must coincide with
the flood plain elevation and topographic contour elevations as depicted on
submitted plans. Transposing flood boundaries from FEMA maps by using
horizontal scaling is not acceptable for plans submitted to the CRMC.
Identification of the 100-year flood elevation must be expressed in North
American Vertical Datum (NAVD 1988) as related to Mean Sea Level.