Section 312 IAC 11-3-1 - General licenses for qualified temporary piers and similar temporary structures; dry hydrants; and glacial stone refacesAuthority: IC 14-10-2-4; IC 14-15-7-3; IC 14-26-2-23
Affected: IC 14-15; IC 14-26-2
Sec. 1.
(a) The placement and maintenance of a:(3) glacial stone reface; is authorized without a written license issued by the department under IC 14-26-2 and this rule if the temporary structure, dry hydrant, or glacial stone reface qualifies under this section.
(b) In order for a temporary structure to qualify, the structure must satisfy each of the following:(2) Not infringe on the access of an adjacent landowner to the public freshwater lake.(3) Not unduly restrict navigation.(4) Not be unusually wide or long relative to similar structures within the vicinity on the same public freshwater lake.(5) Not extend more than one hundred fifty (150) feet from the shoreline or water line.(6) If a pier, not extend over water that is continuously more than six (6) feet deep to a distance of one hundred fifty (150) feet from the shoreline or water line.(9) Be placed by a riparian owner or with the written approval of a riparian owner.(c) Illustrations of maximum lengths for a pier or similar structure that may qualify under subsection (b) are as follows: Click here to view Image
Where the water depth is six (6) feet or less from the shoreline to one hundred fifty (150) feet from the shoreline, the maximum pier length is one hundred fifty (150) feet.
Click here to view Image
Where the maximum water depth is continuously more than six (6) feet beyond seventy-five (75) feet from the shoreline, the maximum pier length is seventy-five (75) feet.
Click here to view Image
Where the maximum water depth is not continuously over six (6) feet from the shoreline, the maximum pier length is one hundred fifty (150) feet.
(d) In order for the placement, maintenance, and operation of a dry hydrant to qualify, the hydrant must satisfy each of the following:(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 (6) inches.(4) Be constructed of PVC pipe or a similar nontoxic material.(5) Extend no more than one hundred fifty (150) feet from the waterline or shoreline.(6) Have all portions of the hydrant and its in-lake accessories be at least five (5) 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: (A) Bedding the intake pipe.(B) Straining the intake water.(10) Be approved by the riparian landowner.(e) In order for the placement of glacial stone on the lakeward side of a seawall to qualify, the glacial stone reface must satisfy each of the following: (1) The seawall reface must be comprised exclusively of glacial stone.(2) The reface must not extend more than four (4) 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.Natural Resources Commission; 312 IAC 11-3-1; filed Feb 26, 1999, 5:49 p.m.: 22 IR 2223; filed Jan 23, 2001, 10:05 a.m.: 24 IR 1614; filed May 25, 2004, 8:45 a.m.: 27 IR 3062; filed Jan 7, 2005, 2:10 p.m.: 28 IR 1681; readopted filed Aug 4, 2005, 6:00 p.m.: 28 IR 3661; filed Oct 1, 2010, 3:50 p.m.: 20101027-IR-312090856FRA, eff Jan 1, 2011; readopted filed Jul 28, 2011, 10:28 a.m.: 20110824-IR-312110042RFAReadopted filed 7/19/2017, 3:46 p.m.: 20170816-IR-312170133RFAReadopted filed 3/22/2023, 4:07 p.m.: 20230419-IR-312230066RFA