NR 329.04(1)(d)12.12. Dredging under s. 30.20 (1g) (b) 1., Stats., may be associated with the placement of a dry fire hydrant provided the dredging does not exceed 2 cubic yards. NR 329.04(1)(e)1.1. An intake or outfall structure may be placed and maintained only by a riparian, or by a municipality with the permission of the riparian. NR 329.04(1)(e)2.2. An intake or outfall structure shall be placed entirely within the riparian’s zone of interest, as determined by one of the methods outlined in ch. NR 326. NR 329.04(1)(e)3.3. An intake or outfall structure, including any wingwalls and rock riprap, shall be less than 6 feet from the water side of the ordinary high water mark and less than 25% of the width of the channel in which it is placed. NR 329.04(1)(e)4.4. An intake or outfall structure may not be placed in a manner that adversely impedes surface or subsurface flow into or out of any wetland. NR 329.04(1)(e)5.5. An intake or outfall structure may not result in the permanent or temporary deposition of fill in any floodway or wetland. NR 329.04(1)(e)6.6. An intake or outfall structure may not result in the waterward extension of the upland. NR 329.04(1)(e)7.7. Any grading, excavation and land disturbance shall be confined to the minimum area necessary for the construction and may not exceed 10,000 square feet. NR 329.04(1)(e)8.8. All equipment used for the project shall be designed and properly sized to minimize the amount of sediment that can escape into the water. NR 329.04(1)(e)9.9. A deposit of sand, gravel or stone under s. 30.12 (1g) (a), Stats., may be associated with the placement of an intake or outfall structure provided the deposit is limited to the area underneath or within 4 feet of the structure and is less than 2 cubic yards. NR 329.04(1)(e)10.10. Dredging under s. 30.20 (1g) (b) 1., Stats., may be associated with the placement of an intake or outfall structure provided the dredging does not exceed 2 cubic yards. NR 329.04(1)(e)11.11. Outfall structures may not exceed 24 inches in diameter, and in streams, may not result in a discharge of more than 50% of the stream’s base flow (80% exceedence flow) at any given time. NR 329.04(1)(e)12.12. Intake structures may not exceed 12 inches in diameter and the invert of the culvert shall be located above the public rights stage elevation as determined by the department under s. 31.02, Stats. NR 329.04(1)(f)2.2. A piling shall be placed entirely within the riparian’s zone of interest, as determined by one of the methods outlined in ch. NR 326. NR 329.04(1)(f)3.3. A piling may not be placed in a manner that adversely impedes surface or subsurface flow into or out of any wetland. NR 329.04(1)(f)4.4. A piling may not result in the permanent or temporary deposition of fill in any floodway or wetland. NR 329.04(1)(f)5.5. A piling shall be placed only for the purposes of deflecting ice to protecting an existing or proposed structure, or providing a pivot point for turning watercraft. NR 329.04 NoteNote: A piling as described in this rule may not be used for the purpose of constructing, repairing or maintaining a retaining wall, seawall or similar structure, or for any purpose other than described above.
NR 329.04(1)(f)6.6. A piling may not be placed or used for mooring a water craft, except in Lake Michigan, Lake Superior or on the Mississippi River. NR 329.04(1)(f)7.7. A piling may consist of a group of not more than 5 individual piles placed adjacent to each other and firmly bound together. NR 329.04(1)(f)8.8. Any grading, excavation and land disturbance shall be confined to the minimum area necessary for the construction and may not exceed 10,000 square feet. NR 329.04(1)(f)9.9. All equipment used for the project shall be designed and properly sized to minimize the amount of sediment that can escape into the water. NR 329.04(1)(f)10.10. A deposit of sand, gravel or stone under s. 30.12 (1g) (a), Stats., may be associated with the placement of piling provided the deposit is limited to the area underneath the piling and is less than 2 cubic yards. NR 329.04(1)(f)12.12. Pilings shall have a minimum side setback of 10 feet from the riparian zone.