State Law reference— Shoreland development, Minn. Stat. § 103F.201 et seq.; local shoreland management ordinances, Minn. Stat. § 103F.221.
30-804 Shoreland Alterations
Alterations of vegetation and topography will be regulated to prevent erosion into public waters, fix nutrients, preserve shoreland aesthetics, preserve historic values, prevent bank slumping, and protect fish and wildlife habitat.
- Vegetation alterations.
- Vegetation alteration necessary for the construction of structures and sewage treatment systems and the construction of roads and parking areas stated in this section are exempt from the vegetation alteration standards stated in this section.
- Removal or alteration of vegetation, except for agricultural and forest management uses as regulated in section 30-807(b), (c) respectfully, is allowed subject to the following standards:
- Intensive vegetation clearing within the shore and bluff impact zones and on steep slopes is not allowed. Intensive vegetation clearing for forest land conversion to another use outside of these areas is allowable as a conditional use if an erosion control and sedimentation plan is developed and approved by the soil and water conservation district in which the property is located.
- In shore and bluff impact zones and on steep slopes, limited clearing of trees and shrubs and cutting, pruning, and trimming of trees is allowed to provide a view to the water from the principal dwelling site and to accommodate the placement of stairways and landings, picnic areas, access paths, livestock watering areas, beach and watercraft access areas, and permitted water-oriented accessory structures or facilities, provided that:
- No more than one-third of the existing trees and brush and shrubs may be removed. Trees and brush and shrubs shall be considered separately in complying with this provision;
- The screening of structures, vehicles, or other facilities as viewed from the water, assuming summer, leaf-on conditions, is not substantially reduced;
- Along rivers, existing shading of water surfaces is preserved; and
- The above provisions are not applicable to the removal of trees, limbs, or branches that are dead, diseased, or pose safety hazards.
- Use of fertilizer and pesticides in the shoreland management district must be done in such a way as to minimize runoff into the shore impact zone or public water by the use of earth, vegetation, or both.
- Topographic alterations/grading and filling.
- Grading and filling and excavations necessary for the construction of structures, sewage treatment systems, and driveways under validly issued construction permits for these facilities do not require the issuance of a separate grading and filling permit. However, the grading and filling standards in this subsection must be incorporated into the issuance of permits for construction of structures, sewage treatment systems, and driveways.
- Public roads and parking areas are regulated by section 30-805.
- Notwithstanding subsections (2)a. and b. of this section, a grading and filling permit will be required for:
- The movement of more than ten cubic yards of material on steep slopes or within shore or bluff impact zones; and
- The movement of more than 50 cubic yards of material outside of steep slopes and shore and bluff impact zones.
- The following considerations and conditions must be adhered to during the issuance of construction permits, grading and filling permits, conditional use permits, variances and subdivision approvals:
- Grading or filling in any wetland shall require a permit pursuant to the Wetland Conservation Act;
- Alterations must be designed and conducted in a manner that ensures only the smallest amount of bare ground is exposed for the shortest time possible;
- Mulches or similar materials must be used, where necessary, for temporary bare soil coverage, and a permanent vegetation cover must be established as soon as possible;
- Methods to minimize soil erosion and to trap sediments before they reach any surface water feature must be used;
- Altered areas must be stabilized to acceptable erosion control standards consistent with the field office technical guides of the county soil and water conservation district and the United States Soil Conservation Service;
- Fill or excavated material must not be placed in a manner that creates an unstable slope;
- Plans to place fill or excavated material on steep slopes must be reviewed by qualified professionals for continued slope stability and must not create finished slopes of 30 percent or greater;
- Fill or excavated material must not be placed in bluff impact zones;
- Any alterations below the ordinary high water level of public waters must first be authorized by the commissioner under Minn. Stat. § 103G.245;
- Alterations of topography must only be allowed if they are accessory to permitted or conditional uses and do not adversely affect adjacent or nearby properties; and
- Placement of natural rock riprap, including associated grading of the shoreline and placement of a filter blanket, is permitted if the finished slope does not exceed three feet horizontal to one foot vertical, the landward extent of the riprap is within ten feet of the ordinary high water level, and the height of the riprap above the ordinary high water level does not exceed three feet.
- Connections to public waters. Excavations where the intended purpose is connection to a public water, such as boat slips, canals, lagoons, and harbors, must be controlled by local shoreland controls. Permission for excavations may be given only after the commissioner has approved the proposed connection to public waters.
(Code 1978, § 23.17(D); Ord. No. 07-03-06, § 2(Exh. A), 3-27-2007)
30-806 Stormwater Management
The following general and specific standards shall apply:
- General standards:
- When possible, existing natural drainageways, wetlands, and vegetated soil surfaces must be used to convey, store, filter, and retain stormwater runoff before discharge to public waters.
- Development must be planned and conducted in a manner that will minimize the extent of disturbed areas, runoff velocities, erosion potential, and reduce and delay runoff volumes. Disturbed areas must be stabilized and protected as soon as possible and facilities or methods used to retain sediment on the site.
- When development density, topographic features, and soil and vegetation conditions are not sufficient to adequately handle stormwater runoff using natural features and vegetation, various types of constructed facilities such as diversions, settling basins, skimming devices, dikes, waterways, and ponds may be used. Preference must be given to designs using surface drainage, vegetation, and infiltration rather than buried pipes and manmade materials and facilities.
- Specific standards. Impervious surface coverage of lots shall not exceed the standards outlined in subsection (3) of this section.
- Permitted impervious surface coverage. Except as permitted below, the impervious surface coverage of lots within shoreland areas shall not exceed those spelled out in Table 17C-2 in section 30-512.
- Single-family development within the SR-1, SR-1a and SR-2 zones on legal lots of record that fall below the minimum lot size and width standards may be permitted to cover up to 50 percent of the lot with impervious surfaces. Development on conforming lots within the SR-1, SR-1a and SR-2 zones shall be limited to the provisions of Table 17C-2 in section 30-512.
- Development within the SR-3, SLB, SGB, SM, RC, SBP, SI-1, SI-2 and SPU zones will be held to the following restrictions:
- An existing site which is being altered, remodeled or expanded without increasing the amount of existing impervious surface will be allowed through the normal plan review process established in section 30-456.
- New construction on, or modifications to, an existing site which will result in the expansion of the existing impervious surface coverage up to the standards outlined in Table 17C-2 in division 4 of this article may be allowed through the normal plan review process established in section 30-456 provided that:
- All other requirements of this division are met;
- The lot is served by municipal water and sewer service; and
- The lot shall provide for the collection and treatment of stormwater runoff in compliance with the city's stormwater management plan and shall require review and approval by the city engineer and the county soil and water conservation district.
- Where a development/redevelopment project falls under the stormwater collection and treatment provisions of subsection (3)b.2. of this section and the impervious surface coverage of the property on which such a project is located will exceed 75 percent, the proposed stormwater treatment plans shall be submitted to the state department of natural resources division of waters for review at the same time they are presented to the city engineer and the soil and water conservation district for review.
- When constructed facilities are used for stormwater management, documentation must be provided by a qualified individual that they are designed and installed consistent with the field office technical guide of the local soil and water conservation districts.
- New constructed stormwater outfalls to public waters must provide for filtering or settling of suspended solids and skimming of surface debris before discharge.
(Code 1978, § 23.17(F); Ord. No. 07-03-06, § 2(Exh. A), 3-27-2007; Ord. No. 12-06-07, Exh. G, 6-11-2012)
Cross reference— Utilities, ch. 70.
30-808 Nonconformities
All legally established nonconformities as of the date of the ordinance from which this article is derived may continue, but they will be managed according to applicable state statutes and other regulations of this community for the subjects of alterations and additions, repair after damage, discontinuance of use, and intensification of use; except that the following standards will also apply in shoreland areas:
- Deck additions. Deck additions may be allowed without a variance to a structure not meeting the required setback from the ordinary high water level if all of the following criteria and standards are met:
- The structure existed on the date the structure setbacks were established;
- A thorough evaluation of the property and structure reveals no reasonable location for a deck meeting or exceeding the existing ordinary high water level setback of the structure;
- The deck encroachment toward the ordinary high water level does not exceed 15 percent of the existing setback of the structure from the ordinary high water level or does not encroach closer than 30 feet, whichever is more restrictive; and
- The deck is constructed primarily of wood, and is not roofed or screened.
- PUD provisions. PUD provisions as provided in section 30-809.
(Code 1978, § 23.17(I); Ord. No. 07-03-06, § 2(Exh. A), 3-27-2007)