312 IAC 25-6-15
312 IAC 25-6-15 Hydrologic balance; diversions of perennial streams, intermittent streams, miscellaneous flows; supplemental requirements
Cite as Ind. Admin. Code tit. 312, r. 25-6-15
Sec. 15. (a) This section provides requirements that are supplemental to those contained in section 14 of this rule for the following:
(1) Diversions of perennial streams.
(2) Intermittent streams with a watershed greater than one (1) square mile.
(3) Miscellaneous flows.
Subsection (b) governs perennial streams and intermittent streams with a watershed greater than one (1) square mile. Subsection (c) governs
miscellaneous flows.
(b) Requirements for temporary and permanent diversions are as follows:
(1) Diversion of perennial streams and intermittent streams with watershed greater than one (1) square mile may be approved by the
director after making a finding related to stream buffer zones that the diversions will not adversely affect the water quantity and quality and related
environmental resources of the stream.
(2) The design capacity of channels for temporary and permanent stream channel diversions shall be at least equal to the capacity of
the unmodified stream channel immediately upstream and downstream from the diversion.
(3) The requirements of section 14(d)(2) of this rule shall be met when the temporary and permanent diversions for intermittent streams
having a watershed greater than one (1) square mile and perennial streams are designed so that the combination of channel, bank, and floodplain
configuration is adequate to pass safely the peak run-off of a ten (10) year, six (6) hour precipitation event for a temporary diversion and a one
hundred (100) year, six (6) hour precipitation event for a permanent diversion.
(4) All stream channel diversion subject to this subsection shall be designed under the supervision of a qualified registered professional
engineer in accordance with good engineering practices and the requirements of this section and shall be certified after construction by the qualified
registered professional engineer as having been constructed in accordance with the approved plans.
(c) Requirements for miscellaneous flows are as follows:
(1) Miscellaneous flows that consist of all flows except those specified in subsection (b) may be diverted around disturbed areas if
required and approved by the director. Miscellaneous flows include ground water discharges, overland flow, ephemeral streams, and intermittent
streams having a watershed not greater than one (1) square mile.
(2) The design, location, construction, maintenance, and removal of diversion of miscellaneous flows shall meet all the performance
standards set forth in section 14 of this rule.
(3) The requirements of section 14(d)(2) of this rule shall be met when the temporary and permanent diversions for miscellaneous
flows are designed so that a combination of channel, bank, and floodplain configuration is adequate to pass safely the peak run-off of a two (2) year,
six (6) hour precipitation event for a temporary diversion and a ten (10) year, six (6) hour precipitation event for a permanent
diversion.