Kan. Admin. Regs. § 5-45-14 - Levees and floodplain fills; hydrologic and hydraulic analysis
(a) The
applicant shall submit a hydrologic and hydraulic analysis for every levee and
floodplain fill project except floodway fringe fill projects and those levee
projects and floodplain fill projects not identified in K.A.R. 5-45-4(b). The
hydrologic and hydraulic analysis shall include the design and base floods for
main streams, tributary streams, and local drainage, describing the existing
and proposed conditions with the application and plans.
(b) The effect of a proposed levee or
floodplain fill shall be calculated by the technique of equal conveyance
reduction, except as provided in subsections (c) and (d), unless it meets
either of the following criteria:
(1) The
applicant demonstrates that the applicant has obtained legal authorization from
any landowner whose land is unreasonably hydraulically affected by a greater
encroachment toward the channel.
(2) The following conditions are met:
(A) The owner of the undeveloped, unplatted
land that will be hydraulically affected by an increase in the elevation of the
base flood profile of more than one foot by a federal or state cost-shared
roadfill, bridge, or culvert project has been notified of the proposed
hydraulic effects by the chief engineer.
(B) The owner has failed to object within the
time limit set forth in the notice.
(C) The chief engineer determines that the
increase will not be likely to materially damage the private or public
property.
(c) For a class A or class B levee, the
effect of the proposed levee on the design flood profile shall be evaluated
with the assumption that an equal setback levee is in place on the opposite
side of the stream.
(d) For a
class C levee, the effect of the proposed levee on the design flood profile
shall be calculated by the technique of equal conveyance reduction from the
outer floodplain limits outside the channel, unless the applicant demonstrates
that the applicant has obtained legal authorization from all landowners whose
land would be unreasonably hydraulically affected by a greater encroachment
toward the channel.
Notes
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