A. Standards For Sensitive Areas Containing Thirty Percent Or Greater Slopes:
a. Single-family structures shall be located only upon areas constituting usable land, which area shall be fully contiguous, be at least five thousand (5,000) square feet in size, and have a minimum dimension, both length and width, of fifty feet (50').
b. All other structures, including clustered single-family, multi-family, commercial, industrial, institutional, and accessory structures, shall be located upon usable land as may be determined through site plan review of the impacts of development and proposed mitigation measures to address those impacts including aesthetic concerns.
a. No dwellings or accessory structures shall be constructed within an average of twenty feet (20') (no point being closer than 10 feet) of a continuous hillside slope (upslope or downslope) of thirty percent (30%) or greater. The city engineer may require greater setbacks from the slopes based on geotechnical information.
b. All other structures which require a building permit, including commercial, industrial, institutional, and structures accessory thereto, shall be set back as may be determined through site plan review of the impacts of development and proposed mitigation measures to address those impacts including aesthetic concerns.
c. Structures requiring a building permit shall be set back no farther than one hundred fifty feet (150') from a public or private street unless otherwise approved by the UFA.
3. Trails: A trail may be constructed to access upper/lower portions of residential/commercial property subject to the following conditions:
a. No cut or fill of the hillside may be in excess of two feet (2'). All cuts or fills shall be properly retained.
b. The trail should follow a meandering course and not use a direct line pathway to the desired location. Where possible, the trail should follow the natural contours of the hillside.
c. The trail shall be screened with native landscape materials.
d. The trail plan shall be submitted to the director and city engineer for review and must be approved prior to any construction and/or hillside cuts.
4. Fencing: All fences located on slopes of thirty percent (30%) or greater shall be dark brown, dark green, or black wrought iron, aluminum, or vinyl coated chainlink to blend in with the native landscaping. In no case shall the following types of fences be allowed: uncoated chainlink, masonry, block, wood, or other site obscuring material.
B. Development Standards For All Sensitive Areas:
1. Maximum Impervious Material Coverage:
a. Upon which structures are located shall be fifty percent (50%) for those in residential zoning districts of R-1-15 or below and forty percent (40%) for those in zoning districts of R-1-20 or above of the total lot area (excluding pad lots and clustered subdivisions) including dwelling units, accessory buildings, patios, decks, and driveways, etc., provided, however, that the maximum impervious material coverage may exceed the allowable percentage upon review and approval of an exception by the director. The director shall use the following criteria when making a decision to increase lot coverage:
(1) The home is of comparable size to other homes in the general vicinity;
(2) The increase is needed to create a safe drive access for the home; and
(3) The increase is the minimum required to meet subsections B1a(1) and B1a(2) of this section.
b. Upon which multi-family dwellings, commercial, industrial, institutional, pad lots, clustered subdivisions, and accessory structures are proposed shall be determined during site plan review and approved by the planning commission. The planning commission will base their decision on information received from the developer in relation to mitigation measures which can be imposed to handle excess runoff.
a. Lots shall be arranged so as to ensure adequate setbacks from drainage channels as determined by the city engineer after review of the submitted reports. No structures intended for human occupancy or as otherwise determined by applicable building code shall be allowed in the 100-year floodplain.
b. Facilities for the collection of stormwater runoff shall be required to be constructed on development sites and according to the following requirements:
(1) Such facilities shall be the first improvement or facilities constructed on the development site with the exception of sewer and water lines.
(2) Such facilities shall be designed to detain safely and adequately the maximum expected stormwater runoff for a 100-year storm (together with the stormwater discharge from the site not to exceed 0.2 cubic feet per second per acre or at a rate not higher than the flow rate before development of the site, whichever is less) on the development site for a sufficient length of time to prevent flooding and erosion during stormwater runoff flow periods.
(3) Such facilities shall be designed to divert surface water away from cut or fill surfaces.
(4) As much as possible, the existing natural drainage system shall be utilized in its unimproved state.
(5) Where drainage channels are required, wide shallow swales, lined with appropriate vegetation, shall be used instead of cutting narrow, deep drainage ditches.
(6) Flow retarding devices, such as detention/retention ponds and recharge berms, shall be used, where practical, to minimize increases in runoff volume and peak flow discharge rate due to development. Areas which have shallow or perched groundwater or areas that are unstable shall be given additional consideration, and additional requirements may be imposed.
c. Construction on the development site shall be of a nature that will minimize the disturbance of vegetation cover, especially between December 1 and April 15 of the following year.
d. Erosion control measures on the development site shall be implemented to minimize the increased solids loading in runoff from such areas. An erosion control plan (the detailed design system to control stormwater erosion during and after construction) shall be included in the grading and drainage plan(s) described in this chapter.
e. The area of the watershed shall be used to determine the amount of stormwater runoff generated before and after construction as follows:
The rational method or other method as approved by the city engineer shall be used in computing runoff. The basic formula for the rational method is:
| = | Runoff in cubic feet per second (cfs) |
C | = | Coefficient of runoff |
I | = | Average rainfall intensity during time of concentration for a 100-year return period in inches per hour. The time of concentration shall be defined as the time required for water to flow from the most remote point of the section under consideration to the point of collection or discharge |
|
|
A | = | Drainage area in acres |
The following ranges for C value are typical examples. The actual C value used shall be approved by the city engineer.
TABLE OF RUNOFF COEFFICIENTS
| |
Industrial and commercial | 0.80 - 0.90 |
Residential | 0.30 - 0.40 |
Parks | 0.15 - 0.24 |
Agricultural | 0.10 - 0.20 |
3. Vegetation And Revegetation:
a. Vegetation shall be removed only when absolutely necessary for the construction of buildings, roads, and filled areas.
b. All areas on development sites cleared of natural vegetation in the course of construction of off site improvements shall be replanted with vegetation which has good erosion control characteristics.
c. New plantings shall be protected with a mulch material and fertilized in conjunction with the planting and watering schedule described in subsection B3e of this section.
d. The use of persons or firms having expertise in the practice of revegetation, e.g., licensed landscape architects or certified nurserymen, shall supervise the planting and installation of revegetation cover.
e. After the completion of off site improvements, vegetation should be planted in all disturbed areas during the following time periods only:
(1) March 15 through May 15; and September 15 through October 31.
(2) If irrigated, planting may be done during summer months.
f. Generally, no vegetation shall be removed on a continuous hillside, crest (upslope or downslope), with a slope thirty percent (30%) or greater. However, for uses such as trails and open space improvements, the city engineer may approve designated areas of vegetation that can be removed or disturbed in conjunction with a revegetation or slope stabilization plan.
g. Topsoil removed during site construction shall be reserved for later use on areas requiring vegetation or landscaping such as cut and fill slopes.
h. All disturbed soil surfaces shall be stabilized or covered prior to November 1. If the planned impervious surfaces, e.g., roads, driveways, etc., cannot be established prior to November 1, a temporary treatment adequate to prevent erosion shall be installed on those surfaces.
i. The property owner and/or developer shall be fully responsible for any destruction or damage of native or applied vegetation identified as necessary for soil retention and shall be responsible to replace such destroyed vegetation. They shall carry the responsibility both for employees and subcontractors from the first day of construction until the final acceptance of improvements. The property owner and developer shall replace all destroyed vegetation with varieties of vegetation approved by the director.
a. Dwellings and commercial buildings shall be set back from any active faults as required by the city engineer.
b. No dwellings, commercial buildings, or off site improvements shall be allowed on any area considered to be susceptible to landslide, debris flow, or problems associated with perched or shallow groundwater, except as approved by the city engineer. Special requirements to mitigate the potential effects of such hazards may be imposed by the city engineer prior to approval of the project or issuance of building permits.
a. Areas without a recognized water supply shall meet special requirements as established by the city, upon recommendation of the UFA.
b. Each development site and building permit for lots, flag lots, and lots where the front setback is greater than fifty feet (50') shall be reviewed by the UFA to see that it complies with applicable fire codes regarding access roadways for fire apparatus.
c. Spark arresters shall be installed in every fireplace constructed for indoor or outdoor use as regulated by applicable fire codes.
d. Development adjacent to public lands shall provide access to these lands for fire protection vehicles and equipment.
6. Grading, Cuts, And Fill:
a. Exposed unstable surfaces of a cut or fill shall not be steeper than one vertical to two horizontal (1:2).
b. All permanent fill shall be stabilized and finished to reduce risk associated with settling, sliding or erosion.
c. The top and bottom edges of slopes caused by an excavation or fill up to ten (10) vertical feet shall be at a minimum of three (3) horizontal feet from the property line or public right of way lines.
d. The maximum vertical height of all cuts or fills shall be ten feet (10'). Under exceptional circumstances, the director may approve cuts or fills in excess of ten feet (10') with a recommendation from the city engineer. Cuts or fills shall be measured from natural grade to finished grade. The burden of demonstrating exceptional circumstances shall be on the developer of the property, but may include:
(1) Cutting or filling of areas designated as anomalies.
(2) Cutting to allow for required sight triangles.
(3) Areas previously modified, altered, or disturbed.
(4) Cuts or fills as required by the city engineer to mitigate any unsafe condition such as slopes exceeding fifty percent (50%).
(5) Unusual topographic features such as bowls or rises that do not exceed slope limitations but may inhibit sound construction.
(6) Other conditions as approved by the director.
e. All structures, except retaining walls or soil stabilization improvements, shall have a setback from the crest of the fill or base of the cut of a minimum distance equal to the depth of the fill or the height of the cut, unless a structurally sound retaining wall is built for the cut or fill slope.
f. No grading, cuts, fills, or terracing will be allowed on a continuous hillside of thirty percent (30%) or greater slope, crest (upslope or downslope) unless otherwise determined by the director upon recommendation of the city engineer.
7. Streets And Ways: Streets, roadways, and private accessways shall follow as nearly as possible the natural terrain. The following additional standards shall apply:
a. At least two (2) points of ingress/egress shall be provided for each subdivision or PUD project unless the project has one or more of the following:
(1) A single cul-de-sac, hammerhead, or other approved turnaround approved by the UFA and the city engineer that complies with all development standards herein.
(2) An emergency access approved by the planning commission.
(3) The future extension of a stub street that will provide additional access, including a temporary turnaround approved by the UFA and city engineer.
b. Points of access shall be provided to all adjoining developed and nondeveloped areas for emergency and firefighting equipment. Driveways located upon each lot extending from a public or private street shall have sufficient width and design to admit and accommodate firefighting equipment in compliance with all city engineering and fire standards.
c. Cul-de-sacs shall not exceed six hundred feet (600') in length and shall have a turnaround with a back of curb line radius of at least forty six feet (46').
d. Stub streets that are longer than one hundred fifty feet (150') shall have a temporary turnaround.
e. Centerline curvatures should not be less than a one hundred foot (100') radius on any curved street pattern unless otherwise approved by the city engineer.
f. Variations of the street design standards developed to solve special visual aesthetics and functional problems may be presented to the planning commission upon recommendation from the city engineer for consideration and approval. Examples of such variations may be the use of split roadways to avoid deep cuts, one-way streets, modifications of surface drainage treatments, sidewalk design, or the extension of a cul-de-sac.
g. Development sites which are adjacent to trails shall provide access to those trails. Parking areas at trailheads may be required by the planning commission.
h. The maximum amount of impervious surface for streets and roadways shall be twenty percent (20%) of the entire development site.
i. All streets or rights of way for vehicular traffic shall be subject to the following limitations:
(1) The maximum grade of such streets or rights of way shall be ten percent (10%) except that the City Engineer may grant approval for the construction of such streets or rights-of-way having a grade exceeding ten percent (10%), but the grade of such streets shall not, in any event, exceed twelve percent (12%).
(2) Roads shall be designed and constructed pursuant to City standards.
a. Buildings proposed for construction in the Jordan River corridor areas shall be designed to be visually compatible with the natural setting of the Jordan River corridor. The use of building materials in colors that will blend harmoniously with the natural settings are encouraged. Such materials as wood or composite materials such as hardiplank, brick (earth colors) and stone, with architectural grade asphalt shingle or tile, are considered to be most appropriate.
b. The Director shall review the design and specified exterior materials and colors for all structures other than single-family dwellings. The design and materials shall comply with the City architectural design standards. Building permits for such structures shall not be granted until building materials and colors have been approved by the Director.
9. Developer/Property Owner Responsibility: The developer/property owner shall be jointly and severally responsible for making all improvements in accordance with the development site approval.
10. Guarantee For Improvements: In addition to the provisions requiring the posting of a guarantee as set forth elsewhere in the ordinances of the City, the property owner may be required by the Director and City Engineer to guarantee the completion of revegetation projects, the stabilization of grading sites, cuts and fill, and construction of stormwater runoff facilities.
C. Jordan River Regulations: In addition to those requirements specifically outlined in chapter 17.10 of the Salt Lake County Code, the Jordan River Basin has been identified and mapped by Salt Lake County as having a "high liquefaction potential". Because of this special characteristic of this area, a site specific natural hazards study for residential subdivisions, single-family structures, multi-family residential structures, industrial, and commercial buildings must be completed and accepted by the City Engineer before approval for required permits, licenses, and other approvals are issued. The study shall address the soil conditions of the property to be developed, the natural hazards that exist, and proposed mitigation measures to mitigate, if possible, the natural hazards. If the natural hazard cannot be mitigated in a satisfactory manner, no approval shall be given by the City Engineer. (Ord. 12-15, 7-11-2012)